Solicitation No. 12FPC326B0009

Updated thru FAC 2026-01 dated March 13, 2026

12FPC326B0009

COMBINED SYNOPSIS/SOLICTITATION

For Project Name: MORNHINWEG WETLANDS RESERVE EASEMENT RESTORATION

NOBLE COUNTY

(i) This is a combined synopsis/solicitation for commercial products and commercial services prepared in accordance with in FAR 14, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; bids are being requested and a written solicitation will not be issued. This combined synopsis/solicitation will result in a Firm Fixed Price commercial services contract.

(ii) This Invitation for Bid (IFB) is being issued to establish a Firm Fixed-Price contract for the United States Department of Agriculture (USDA), Natural Resources Conservation Service (NRCS)- in the state of Oklahoma Mornhinweg Wetlands Reserve Restoration. The solicitation number for this effort is 12FPC326B0009. The Government anticipates the award of one firm fixed priced contract resulting from this solicitation. Attached is construction drawings, specifications, and wage rates will be posted and available from this website.

A bid bond in the amount of 20% of the bid price is required to be submitted with bids. The Government will evaluate bids in response to this solicitation without discussions and will award a contract to the responsible bid whose bid, conforming to the solicitation, will be most advantageous to the Government, considering only price.

Payment Bond (SF-25A), Irrevocable Letter of Credit (ILC), or a Tripartite Escrow Agreement in the amount of 100% of the project cost will be required within 10 calendar days of award of the contract.

A site visit will be held on June 10th, 2026, at 10:00am Central Time. Location meetup will be at NRCS Field Office at 1302 Highway 77N, Perry, OK

(iii) This solicitation document and incorporated provisions and clauses are those in effect through Federal Acquisition Circular 2026-01 effective March 13, 2026. Provisions and clauses incorporated by reference have the same force and effect as if they were given in full text.

(iv) This solicitation is being conducted as a 100% total small business set-aside. Interested contractors must be registered in and must complete the annual representations and certifications electronically via the System for Award Management (SAM) at http://www.sam.gov in order to be eligible for award.

The applicable NAICS code is 237990 OTHER HEAVY AND CIVL ENGINEERING CONSTRUCTION. Average annual revenue $45.0 million. For more information on size standards visit http://www.sba.gov/size.

(v) Description of Services: The Contractor shall furnish the necessary personnel, supplies, materials, and incidentals necessary in accordance with the Statement of Work, provisions and clauses, and current wage determination(s) hereby made a part of this solicitation.

(vi) Date(s) and Place(s) of Delivery and Acceptance:

Construction completion date: 51 Calendar Days after Notice to Proceed, not including weather days and Federal Holidays.

PART I – THE SCHEDULE

B - SUPPLIES OR SERVICES AND PRICES

Project Name: Bid Schedule - MORNHINWEG WETLANDS RESERVE EASEMENT RESTORATION

NOBLE COUNTY- W 1/2 SW 1/4 Section 24 - T23N - R1W

This solicitation requires bidding on all line items, failure to do so will disqualify the bid.

ITE

M

NO.

SCHEDULE OF ITEMS

SUPPLIES/SERVICES

SPE

C

NO.

ESTIMATED

QUANTITY

UNIT UNIT AMOUNT

1 Mobilization 8 1 LS XXXXX $

2 Clearing & Grubbing 2 1 LS $XXXXX $

3 Earthfill, Wetland Embankment, Unit #2

23 1,037 CY $ $

4 Earthfill, Wetland Embankment, Unit #3

23 1,255 CY $ $

5 Earthfill, Wetland Embankment, Unit #4

23 361 CY $ $

6 Earthfill, Wetland Embankment, Unit #5

23 733 CY $ $

7 Excavation, Circle Pit, Deep Water Habitat

21 1 EA $ $

8 Water Control Structure 1 - Steel Pipe with Plug & Nipple Control

52 2,286 DIFT $ $

9 Water Control Structure 2 - Steel Pipe with Plug & Nipple Control

52 2,628 DIFT $ $

10 Excavation, Unit #1 21 5,048 CY $ $

11 Excavation, Wetland Pond

21 2,142 CY $ $

OPTIONAL BID ITEMS BASED ON SEEDING DATES

12 Sprigging, Bermudagrass 6 1.3 AC $ $

13 Seeding 6 2.2 AC $ $

Must have every blank filled in

TOTAL BID: $____________________________

SUBMITTED BY:___________________________________UEI#____________________

ONE AWARD FOR THE AGGREGATE OF ALL ITEMS WILL BE MADE AS A RESULT OF

THIS SOLICITATION

C - DESCRIPTION/SPECIFICATIONS

The work consists of clearing and grubbing and disposal of trees, snags, logs, brush, stumps, shrubs, and rubbish from the designated areas.

Excavation required by the drawings and specifications and disposal of the excavated materials.

Construction of earth embankments, other earthfills, and earth backfills required by the drawings and specifications.

Furnishing and spreading topsoil to specified depths at locations shown on the drawings.

Furnishing, forming, placing, finishing, and curing portland cement concrete as required to build the structures described in section 24 of this specification.

Furnishing and installing steel pipe complete with lining, coating, fittings, and appurtenances.

Furnishing seed, labor, equipment, and planting seed on designated areas.

*See Specifications document attached to posting for full details of required work.

Site Showing Details:

A site visit will be held on date June 10th, 2026 at 10:00am ET on that day.

Attendees will meet at:

When: June 10th, 2026 at 10:00 am

Where:

Perry NRCS Field Office.

1302 Highway 77N Perry, OK

D - PACKAGING AND MARKING

No clauses included in this section.

E - INSPECTION AND ACCEPTANCE

52.246-12 Inspection of Construction. (Aug 1996)

(a) Definition."Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not-

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this- section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not promptly replace or correct rejected work, the Government may-

(1) By contract or otherwise, replace or correct the work and charge the cost to the Contractor; or

(2) Terminate for default the Contractor’s right to proceed.

(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government’s rights under any warranty or guarantee.

(End of clause)

F - DELIVERIES OR PERFORMANCE

52.242-14 Suspension of Work. (Apr 1984)

Work Performance on Holidays

The Contractor shall not perform work on the following holidays except in the case of emergency as permitted elsewhere in this contract:

New Year's Day Independence Day Labor Day Thanksgiving Day Christmas Day

The contract performance time has been established to allow for the non-working holidays stated above.

The Contractor may be permitted to work the following remaining designated Federal holidays provided that he/she submits a letter of request to the Contracting Officer at least five (5) days in advance of the holiday.

Birthday of Martin Luther King, Jr.'s Washington's Birthday Memorial Day Juneteenth Independence Day Columbus Day Veterans Day

G - CONTRACT ADMINISTRATION DATA

Contracting Officer’s Authority The Contracting Officer (CO) is the only person authorized to approve changes in any of the requirements of this contract. This authority remains solely with the CO. In the event that the Contractor effects any change at the direction of any person other than the CO, the change will be considered to have been made without authority and NO adjustment will be made in the contract price to cover any INCREASE in costs incurred as a result thereof and all contract terms and conditions remain unchanged.

Contracting Officer’s Representative The Contracting Officer’s Representative (COR) is an individual designated in writing by the Contracting Officer (CO) to act as an authorized representative of the CO to perform specific contract administrative functions within the scope and limitations as defined by the CO in the COR’s appointment letter. This letter specifies the extent of the COR’s authority to act on behalf of the CO. The COR is not authorized to make any commitments or changes that will affect price, quality, quantity, delivery or any other term or condition of the contract. Any subsequent change to the COR or COR responsibilities will be confirmed, in writing, by the CO. A COR does not have the authority to and may never –

1. award, agree to, or execute any contract, contract modification, or notice of intent;

2. obligate, in any way, the payment of money by the Government;

3. make a final decision on any contract matter which is subject to the clause at FAR 52.233-1, Disputes; or

4. terminate, for any cause, the contractor’s right to proceed.

If the contractor does not receive a copy of the COR appointment letter, the contractor is required to request a copy of it from the CO prior to commencing work. Individuals not designated in writing as a COR by the CO are not considered a COR and do not have the authority delegated to the COR. If the contractor considers any action or inaction by a COR, any other government employee (such as an inspector), or representative or agent of the government as a change to the contract terms and conditions they must notify the contracting officer immediately and not proceed with any such change until approved by the contracting officer

Designated Payment Office Contact Point The contact point described below coordinates the issuance of payments under this contract. If payment is not received within 5 days after the due date specified in the contract, contact the payment office designated below for information on when payment will be made.

USDA, National Finance Center Administrative Payments Branch (APB) Telephone: (800) 421-0323 or (504) 426-6510

If questions arise on the amount paid, contact the contracting officer at the number or address shown in the contract.

Electronic Invoicing and Payment Requirements – Invoice Payment Platform (IPP) Invoices must be submitted electronically through the U.S. Department of the Treasury’s Invoice Payment Platform System (IPP) or the Contractor must be willing to accept payment by Government purchase card.

The Contractor must use the IPP website (https://www.ipp.gov) to register, access, and use IPP for submitting invoices. Contractor assistance with enrollment can be obtained by calling (866) 973-3131.

Invoices submitted by means other than IPP will not be accepted unless the Contracting Officer authorizes alternate procedures in writing.

Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice:

- Itemization of the amounts requested;

- Subcontractor listing showing 1) each subcontractor and the total value of the subcontract, 2) the portion of the instant progress payment that will be made to each subcontractor, and 3) the total amount previously paid to each subcontractor;

- Payment request certification from the clause; and

- Release of claims (final payment only).

“I, (Name of Contractor), do hereby release the United States of America from any and all claims and liabilities of any character whatsoever arising under and by virtue of contract number (Identify Contract) dated (Date) as amended, except as stated.

(Date of Release) (Signature of Contractor)”]

H - SPECIAL CONTRACT REQUIREMENTS

52.236-13 Accident Prevention. (DEVIATION Jul 2025)

(a) The Contractor shall provide and maintain work environments and procedures that—

(1) Safeguard the public and Government personnel, property, materials, supplies, and equipment exposed to Contractor operations and activities;

(2) Avoid interruptions of Government operations and delays in project completion dates; and

(3) Control costs in the performance of this contract.

(b) In addition, for contracts for construction or dismantling, demolition, or removal of improvements, the Contractor shall—

(1) Provide appropriate safety barricades, signs, and signal lights;

(2) Comply with the standards issued by the Secretary of Labor at 29 CFR part 1926 and 29 CFR part 1910; and

(3) Ensure that any additional measures the Contracting Officer determines to be reasonably necessary for the purposes are taken.

(c) If this contract is for construction or dismantling, demolition or removal of improvements with any Department of Defense agency or component, the Contractor shall comply with all pertinent provisions of the latest version of U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1- 1, in effect on the date of the solicitation.

(d)

(1) If the Contracting Officer becomes aware of any noncompliance with these requirements or any condition that poses a serious or imminent danger to the health or safety of the public or Government personnel, the Contracting Officer will notify the Contractor orally, with written confirmation, and request immediate initiation of corrective action.

(2) This notice, when delivered to the Contractor or the Contractor's representative at the work site, shall be deemed sufficient notice of the noncompliance and that corrective action is required.

(3) After receiving the notice, the Contractor shall immediately take corrective action.

(4) If the Contractor fails or refuses to promptly take corrective action, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken.

(5) The Contractor shall not be entitled to any equitable adjustment of the contract price or extension of the performance schedule on any stop-work order issued under this clause.

(e) The Contractor shall insert the substance of this clause, including this paragraph (e), in subcontracts.

NATURAL RESOURCES CONSERVATION SERVICE SUPPLEMENT TO OSHA PARTS 1910

AND 1926

CONSTRUCTION INDUSTRY AND INTERPRETATIONS

The contractor shall comply with OSHA (Occupational Safety and Health Administration) Parts 1910 and 1926, Construction Industry Standards and Interpretations, and with this supplement.

Requests for variances or waivers from this supplement are to be made to the contracting officer in writing supported by evidence that every reasonable effort has been made to comply with the contractual requirements. A written request for a waiver or a variance shall include--

(1) Specific reference to the provision or standard in question;

(2) An explanation as to why the waiver is considered justified; and

(3) The contractor's proposed alternative, including technical drawings, materials, or equipment specifications needed to enable the contracting officer to render a decision.

No waiver or variance will be approved if it endangers any person. The contractor shall not proceed under any requested revision of a provision until the contracting officer has given written approval.

The contractor is to hold and save harmless the Natural Resources Conservation Service free from any claims or causes of action whatsoever resulting from the contractor or subcontractors proceeding under a waiver or approved variance. Copies of OSHA Part 1910 and 1926, Construction Industry Standards and Interpretations, may be obtained from:

Superintendent of Documents U. S. Government Printing Office Washington, D.C. 20402

GENERAL CONTRACTOR REQUIREMENTS

1.1 SAFETY PROGRAM. Each contractor is to demonstrate that he or she has the facilities for conducting a safety program commensurate with the work under the contract. The contractor is to submit a written safety program to the contracting officer for approval before the start of construction operations.

The program is to specifically state what provisions the contractor proposes to take for the health and safety of all employees.

1.2 PRECONSTRUCTION SAFETY MEETING. Representatives for the contractor are to meet with the contracting officer (CO) or the CO's representative before the start of construction to discuss the safety program and the implementation of all health and safety standards pertinent to the work under this contract.

1.3 JOINT SAFETY POLICY COMMITTEE. The contractor or designated onsite representative is to participate in monthly meetings of a Joint Safety Committee, composed of Natural Resources Conservation Service and contractor supervisory personnel. At these meetings the contractor's project manager and the Contracting Officer will review the effectiveness of the contractor's safety effort, resolve current health and safety problems, and coordinate safety activities for upcoming work.

1.4 SAFETY PERSONNEL. Each contractor is to designate a competent supervisory employee satisfactory to the Contracting officer to administer the safety program.

1.5 SAFETY MEETINGS. A minimum of one "one-the-job" or "toolbox" safety meeting is to be conducted each week by all field supervisors for all construction personnel at the job site. The contractor is to also conduct regularly scheduled supervisory safety meetings at least monthly for all levels of job supervision.

1.6 SAFETY INSPECTION. The contractor shall perform frequent and regular safety inspections of the jobsite, materials, and equipment, and shall correct deficiencies.

1.7 FIRST AID TRAINING. Every contractor foreman's work crew must include an employee who has a current first aid certificate from the Mine Safety and Health Administration, American Red Cross, or other state-approved organization.

1.8 REPORTS. Each contractor is to maintain an accurate record of all job related deaths, diseases, or disabling injuries. The records shall be maintained in a manner approved by the contracting officer. A copy of all reports is to be provided to the contracting officer. All fatal or serious injuries are to be reported immediately to the contracting officer, and every assistance is to given to the investigation of the incident, including submission of a comprehensive narrative report to the contracting officer. Other occurrences with serious accident potential, such as equipment failures, slides and cave-ins, must also be reported immediately. The contractor is to assist and cooperate fully with the contracting officer in conducting accident investigations. The contracting officer is to be furnished all information and data pertinent to investigation of the accident.

FIRST-AID AND MEDICAL FACILITIES

2.1 FIRST AID KITS. A 16-unit first aid kit approved by the American Red Cross is to be provided at accessible, well identified, locations at the ratio of at least 1 kit for each 25 employees. The first aid kits are to be moisture proof and dust tight, and the contents of the kits are to be replenished as used or as they become ineffective or outdated.

2.2 EMERGENCY FIRST AID. At least one employee certified to administer emergency first aid must be available on each shift and duly designated by the contractor to care for injured employees. The names of the certified employees shall be posted at the job site.

2.3 COMMUNICATION AND TRANSPORTATION. Prior to the start to work, the contractor is to make necessary arrangements for prompt and dependable communications, transportation, and medical care for injured employees. At least one stretcher and two blankets shall be readily available for transporting injured employees.

2.4 FIRST AID AND MEDICAL REPORTS. The contractor is to maintain a record system for first aid and medical treatment on the jobsite. Such records are to be readily available to the contracting officer and are to include:

(a) A daily treatment log listing chronologically all persons treated for occupational injuries and illnesses;

(b) Cumulative record of injury for each individual;

(c) Monthly statistical records of occupational injuries, classified by type and nature of injury; and

(d) Required records for worker's compensation.

2.5 SIGNS AND DIRECTIONAL MARKINGS. Adequate identification and directional markers are to be provided to readily denote the location of all first aid stations.

2.6 EMERGENCY LISTING. A listing of telephone numbers and addresses of doctor, rescue squad, hospital, police, and fire departments is to be provided at all first aid locations.

PHYSICAL QUALIFICATION OF EMPLOYEES

3.1 GENERAL REQUIREMENTS. Persons employed throughout the contract are to be physically qualified to perform their assigned duties. Employees must not knowingly be permitted or required to work while their ability or alertness is impaired by fatigue, illness, or other reason that may jeopardize themselves or others.

3.2 HOIST OPERATORS. Operators of cranes, cableways, and other, hoisting equipment shall be examined annually by a physician and provided with a certification stating that they are physically qualified to safely operate hoisting equipment. The contractor is to submit a copy of each certification to the contracting officer.

3.3 MOTOR VEHICLE OPERATORS. Operators of motor vehicles engaged primarily in the transportation of personnel are to be 18 years of age or older and have a valid state operator's permit or license for the equipment being operated. The operators must have passed a physical examination administered by a licensed physician within the part year showing that they are physically qualified to operate vehicles safely.

PERSONAL PROTECTIVE EQUIPMENT

4.1 HARDHAT AREAS. The entire jobsite, with the exception of offices, will be considered a hardhat area. All persons entering the area are, without exception, required to wear hardhats. The contractor shall provide hardhats to visitors entering hardhat areas.

4.1.1 LABELS. Hardhats shall bear a manufacturer's label indicating design compliance with the appropriate ANSI (American National Standards Institute) standard.

4.2 POSTING. Signs at least 3 by 4 feet worded as follows with red letters (minimum 6 inches high) with white background shall be erected at access points to designated hardhat areas:

CONSTRUCTION AREA -- HARDHATS REQUIRED BEYOND THIS POINT

These signs are to be furnished and installed by the contractor at entries to shops, construction yards, and job access points.

MACHINERY AND MECHANIZED EQUIPMENT

5.1 SAFE CONDITION. Before any machinery or mechanized equipment is initially used on the job, it must be inspected and tested by qualified personnel and determined to be in safe operating condition and appropriate for the intended use. Operators shall inspect their equipment prior to the beginning of each shift. Any deficiencies or defects shall be corrected prior to using the equipment. Safety equipment, such as seatbelts, installed on machinery is to be used by equipment operators.

5.2 TAGGING AND LOCKING. The controls of power-driven equipment under repair are to be locked.

An effective lockout and tagging procedure is to be established, prescribing specific responsibility and safety procedures to be followed by the persons performing repair work.

5.3 HAUL ROAD FOR EQUIPMENT

5.3.1 ROAD MAINTENANCE. The contractor shall maintain all roadways, including haul roads and access roads, in a safe condition so as to eliminate or control dust and ice hazards. Wherever dust is a hazard adequate dust-laying equipment shall be available at the jobsite and utilized to control dust.

5.3.2 SINGLE LANE HAUL ROADS. Single-lane haul roads with two-way traffic shall have adequate turnouts. Where turnouts are not practical, a traffic control system shall be provided to prevent accidents.

5.3.3 TWO-WAY HAUL ROADS. On two-way haul roads, arrangements are to be such that vehicles travel on the right side wherever possible. Signs and traffic control devices are to be employed to indicate clearly any variations from a right-hand traffic pattern. The road shall be wide enough to permit safe passage of opposing traffic, considering the type of hauling equipment used.

5.3.4 DESIGN AND CONSTRUCTION OF HAUL ROADS. Haul road design criteria and drawings, if requested by the contracting officer, are to be submitted for approval prior to road construction.

Sustained grades shall not exceed 12 percent and all curves shall have open-sight line with as great a radius as practical. All roads shall be posted with curve signs and maximum speed limits that will permit the equipment to be stopped within one-half the minimum sight distance.

5.3.5 OPERATORS. Machinery and mechanized equipment shall be operated only by authorized qualified persons.

5.3.6 RIDING ON EQUIPMENT. Riding on equipment by unauthorized personnel is prohibited.

Seating and safety belts shall be provided for the operator and all passengers.

5.3.7 GETTING ON OR OFF EQUIPMENT. Getting on or off equipment while the equipment is in motion is prohibited.

5.3.8 HOURS OF OPERATION. Except in emergencies, an equipment operator shall not operate any mobile or hoisting equipment for more than 12 hours without an 8-hour rest interval away from the job.

5.4 POWER CRANES AND HOISTS (TRUCK CRANES, CRAWLER CRANES, TOWER CRANES,

GANTRY CRANES, HAMMERHEAD CRANES, DERRICKS, CABLEWAYS, AND HOISTS)

5.4.1 PERFORMANCE TEST. Before initial onsite operation, at 12-month intervals, and after major repairs or modification, power cranes, derricks, cableways, and hoists must satisfactorily complete a performance test to demonstrate the equipment's ability to safety handle and maneuver the rated loads.

The tests shall be conducted in the presence of a representative of the contracting officer. Test data shall be recorded and a copy furnished the contracting officer.

5.4.2. PERFORMANCE TEST--POWER CRANES (Crawler mounted, truck mounted, and wheel mounted). The performance test is to be carried out with outriggers set and with a test load weighing 110 percent of the rated load. In testing cableways the test load is to be traveled to the upstream and downstream limits of travel and thoroughly performance tested in at least three travel positions, including both limits of travel.

5.4.3. PERFORMANCE TEST--DERRICKS, GANTRY CRANES, TOWER CRANES, CABLEWAYS,

AND HOISTS, INCLUDING OVERHEAD CRANES. This equipment is to be performance tested with a test load weighing 110 percent of the rated load. In testing cableways, the test load is to be traveled to the upstream and downstream limits of travel and thoroughly performance tested in at least three travel positions, including both limits of travel.

5.4.4 BOOM ANGLE INDICTOR. Power cranes (includes draglines) with booms capable of moving in the vertical plane shall be provided with a boom angle indicator in good working order.

5.4.5 CRANE TEST CERTIFICATION. The performance test required by 5.4.2 and 5.4.3 is fulfilled if the contractor provides the contracting officer a copy of the certificate of inspection made within the past 12 months by a qualified person or by a government or private agency satisfactory to the contracting officer.

5.4.6 POSTING FOR HIGH VOLTAGE LINES. A notice of the 10- foot (or greater) clearance required by OSHA 1926.550, Subpart N, shall be posted in the operator's cab of cranes, shovels, boom-type concrete pumps, backhoes and related equipment.

5.4.7 BOOM STOPS. Cranes or derricks with cable-supported booms, except draglines, shall have a device attached between the gantry of the A-frame and the boom chords to limit the elevation of the boom. The device shall control the vertical motions of the boom with increasing resistance from 83 or less, until completely stopping the boom at not over 87 above horizontal.

5.4.8 SAFETY HOOKS. Hooks used in hoisting personnel or hoisting loads over construction personnel or in the immediate vicinity of construction personnel shall be forged steel equipped with safety keepers.

When shackles are used under these conditions, they shall be of the locking type or have the pin secured to prohibit turning.

5.5 ROLLOVER PROTECTIVE STRUCTURES (ROPS)

5.5.1 ROLLOVER PROTECTIVE STRUCTURES. OSHA 1926 Subpart W Overhead Protection Sections 1000 and 1002 are applicable regardless of the year in which the equipment was manufactured and regardless of the struck capacity of the equipment.

5.5.2 EQUIPMENT REQUIRING ROPS. The requirement for ROPS meeting 5.5.1 above applies to crawler and rubber-tired tractors such as dozers, push and pull tractors, winch tractors with backhoes, and mowers; off-highway, self-propelled, pneumatic-tired earthmovers, including cabs). These requirements shall also apply to agricultural and industrial tractors and similar equipment.

5.5.3 EQUIPMENT REQUIRING SEATBELTS. The requirements for seatbelts as specified in OSHA Subpart 0, Motor Vehicles, Mechanized Equipment, and Marine Operations, Section 1926.602 shall also apply to self-propelled compactors and rollers, and rubber-tired skid-steer equipment.

5.6 LADDERS AND SCAFFOLDING.

5.6.1 LADDERS. OSHA 1926, Subpart L - Section 450. Ladders shall be used as work platforms only when use of small hand tools or handling of light material is involved. No work requiring lifting of heavy materials or substantial exertion shall be done from ladders.

5.6.2 SCAFFOLDING. OSHA 1926, Subpart L - Section 451. Scaffolds, platforms or temporary floors shall be provided for all work except that which can be done safely from the ground or similar footing.

5.6.3 SAFETY BELTS, LIFELINE, AND LANDYARDS. OSHA 1926, Subpart E, Section 104.

Lifelines, safety belts and lanyards independently attached or attended, shall be used when performing such work as the following when the requirements of 5.6.1 and 5.6.2 above cannot be met.

(a) Work on stored material in hoppers, bins, silos, tanks or other confined spaces.

(b) Work on hazardous slopes, structural steel, or poles; erection or dismantling of safety nets, typing reinforcing bars; and work from or other unguarded locations at elevations greater than 6 feet.

(c) Work on skids and platforms used in shafts by crews when the skip or cage does not block the opening to within 1 foot of the sides of the shaft, unless cages are provided.

PART II—CONTRACT CLAUSES

I - CONTRACT CLAUSES

52.202-1 Definitions (Jun 2020) 52.203-3 Gratuities. (Apr 1984) 52.203-5 Covenant Against Contingent Fees. (May 2014) 52.203-6 Restrictions on Subcontractor Sales to the Government (Jun 2020) 52.203-7 Anti-Kickback Procedures. (Jun 2020) 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity. (May 2014) 52.203-10 Price or Fee Adjustment for Illegal or Improper Activity. (May 2014) 52.203-12 Limitation on Payments to Influence Certain Federal Transactions. (Jun 2020) 52.203-17 Contractor Employee Whistleblower Rights and Requirement to Inform Employees of Whistleblower Rights. (Nov 2023)

52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards. (DEVIATION Nov 2025) 52.204-13 System for Award Management Maintenance. (DEVIATION Nov 2025)

52.209-6 Protecting the Government’s Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment. (DEVIATION Sep 2025) 52.209-10 Prohibition on Contracting with Inverted Domestic Corporations. (DEVIATION Sept 2025)

52.214-29 Order of Precedence—Sealed Bidding. (Jan 1986)

52.219-6 Notice of Total Small Business Set-Aside. (DEVIATION Nov 2025) or other appropriate set-aside clause 52.219-8 Utilization of Small Business Concerns. (DEVIATION Nov 2025) 52.219-14 Limitations on Subcontracting. (DEVIATION Nov 2025) (applies when set aside for small business or 8(a)) 52.219-28 Post-Award Small Business Program Rerepresentation. (DEVIATION Nov 2025)

52.222-3 Convict Labor. ( DEVIATION Nov 2025) 52.222-4 Contract Work Hours and Safety Standards—Overtime Compensation. (EVIATION Nov 2025) 52.222-6 Construction Wage Rate Requirements. (DEVIATION Nov 2025)) 52.222-7 Withholding of Funds. (DEVIATION Nov 2025)) 52.222-8 Payrolls and Basic Records. ( DEVIATION Nov 2025) 52.222-10 Compliance with Copeland Act Requirements. ( DEVIATION Nov 2025) 52.222-11 Subcontracts (Labor Standards). (DEVIATION Nov 2025) 52.222-12 Contract Termination—Debarment. (May 2014) 52.222-13 Compliance with Construction Wage Rate Requirements and Related Regulations. (May 2014) 52.222-14 Disputes Concerning Labor Standards. (DEVIATION Nov 2025)

52.222-15 Certification of Eligibility. (May 2014) 52.222-37 Employment Reports on Veterans. ( DEVIATION Nov 2025) 52.222-40 Notification of Employee Rights Under the National Labor Relations Act. ( DEVIATION Nov 2025) 52.222-50 Combating Trafficking in Persons. (DEVIATION Nov 2025) 52.222-54 Employment Eligibility Verification. (DEVIATION Nov 2025) (required only if performance is over 120 days) 52.222-55 Minimum Wages Under Executive Order 14026. (DEVIATION Nov 2025) 52.222-62 Paid Sick Leave Under Executive Order 13706 (DEVIATION Nov 2025) 52.222-90 Addressing DEI Discrimination by Federal Contractors (DEVIATION Apr 2026)

52.223-2 Reporting of Biobased Products Under Service and Construction Contracts.

(DEVIATION Nov 2025) 52.223-3 Hazardous Materials Identification and Material Safety Data. Alternate 1 (DEVIATION Nov 2025) (required only if delivery of hazardous materials is required) 52.223-5 Pollution Prevention and Right-to-Know Information. (May 2024) (required when performance is on a federal facility) 52.223-23 Sustainable Products and Services. (DEVIATION Nov 2025)

52.226-4 Notice of Disaster or Emergency Area Set-Aside. (Nov 2007) (required if set-aside for disaster area) 52.226-5 Restrictions on Subcontracting Outside Disaster or Emergency Area. (DEVIATION Aug 2025) (required if set-aside for disaster area) 52.226-7 Drug-Free Workplace. (May 2024) 52.226-8 Encouraging Contractor Policies to Ban Text Messaging While Driving. (May 2024)

52.227-1 Authorization and Consent (Jun 2020) 52.227-2 Notice and Assistance Regarding Patent and Copyright Infringement (Jun 2020) 52.227-4 Patent Indemnity – Construction Contracts. (Dec 2007)

52.228-2 Additional Bond Security. (Oct 1997) 52.228-11 Pledges of Assets. (Feb 2021) 52.228-12 Prospective Subcontractor Requests for Bonds. (Dec 2022) 52.228-14 Irrevocable Letter of Credit. (Nov 2014) 52.228-15 Performance and Payment Bonds—Construction. (Jun 2020) 52.229-3 Federal, State, and Local Taxes. ( DEVIATION Jul 2025)

52.232-5 Payments under Fixed-Price Construction Contracts. (May 2014) 52.232-17 Interest. (May 2014) 52.232-23 Assignment of Claims. (May 2014) 52.232-27 Prompt Payment for Construction Contracts. (Jan 2017) 52.232-33 Payment by Electronic Funds Transfer—System for Award Management. (Oct 2018) 52.232-39 Unenforceability of Unauthorized Obligations. (Jun 2013) 52.232-40 Providing Accelerated Payments to Small Business Subcontractors. (Mar 2023)

52.233-1 Disputes. (DEVIATION Sep 2025) 52.233-3 Protest after Award. (DEVIATION Sep 2025) 52.233-4 Applicable Law for Breach of Contract Claim. (DEVIATION Sep 2025)

52.236-2 Differing Site Conditions. (DEVIATION Jul 2025) 52.236-3 Site Investigation and Conditions Affecting the Work. (DEVIATION Jul 2025)

52.236-5 Material and Workmanship. (DEVIATION Jul 2025) 52.236-6 Superintendence by the Contractor. (DEVIATION Jul 2025) 52.236-7 Permits and Responsibilities. (DEVIATION Jul 2025) 52.236-8 Other Contracts. (DEVIATION Jul 2025) 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements.

(DEVIATION Jul 2025) 52.236-10 Operations and Storage Areas. (DEVIATION Jul 2025) 52.236-11 Use and Possession Prior to Completion. (DEVIATION Jul 2025) 52.236-12 Cleaning Up. (DEVIATION Jul 2025) 52.236-16 Quantity Surveys. (DEVIATION Jul 2025 52.236-17 Layout of Work. (DEVIATION Jul 2025) (Use when Construction Spec 7 is used) 52.236-21 Specifications and Drawings for Construction. (DEVIATION Jul 2025) Alternate II (Apr 1984) (used when reproducible shop drawing are NOT needed) or use with Alternate I (Apr 1984) when reproducible shop drawings are needed and required to be provided by contractor)

52.242-13 Bankruptcy. (Jul 1995)

52.243-4 Changes. (DEVIATION Jun 2025)

52.244-2 Subcontracts. (Jun 2020) 52.244-6 Subcontracts for Commercial Products and Commercial Services (DEVIATION Nov 2025)

52.246-21 Warranty of Construction (Mar 1994)

52.248-3 Value Engineering—Construction. (Oct 2020)

52.249-2 Termination for Convenience of the Government (Fixed-Price). Alternate I (Apr 2012) 52.249-10 Default (Fixed-Price Construction). (Apr 1984)

52.253-1 Computer Generated Forms. (DEVIATION Nov 2025)

52.222-35 Equal Opportunity for Veterans. (DEVIATION Nov 2025)

(a) Definitions. As used in this clause- "Active duty wartime or campaign badge veteran," "Armed Forces service medal veteran," "disabled veteran," "protected veteran," "qualified disabled veteran," and "recently separated veteran" have the meanings given at Federal Acquisition Regulation (FAR) 22.1301.

(b) Equal opportunity requirements. The Contractor must abide by the requirements of 38 U.S.C.

4212(a)(1) and (2). These requirements prohibit discrimination against qualified protected veterans, and requires affirmative action by the Contractor to employ and advance in employment qualified protected veterans.

(c) Subcontracts. The Contractor must insert the terms of this clause in subcontracts valued at or above the threshold specified in FAR 22.1302-1(a)(2) on the date of subcontract award, unless exempted by rules, regulations, or orders of the Secretary of Labor. The Contractor must act as specified by the Director, Office of Federal Contract Compliance Programs, to enforce the terms, including action for noncompliance. Such necessary changes in language may be made as shall be appropriate to identify properly the parties and their undertakings.

52.222-36 Equal Opportunity for Workers with Disabilities. (DEVIATION Nov 2025)

(a) Equal opportunity clause. The Contractor must abide by the requirements of the equal opportunity clause at 41 CFR 60-741.5(a), as of March 24, 2014. This clause prohibits discrimination against qualified individuals on the basis of disability, and requires affirmative action by the Contractor to employ and advance in employment qualified individuals with disabilities.

(b) Subcontracts. The Contractor must include the terms of this clause in every subcontract or purchase order in excess of the threshold specified in Federal Acquisition Regulation (FAR) 22.1401-2(a)(1) on the date of subcontract award, unless exempted by rules, regulations, or orders of the Secretary, so that such provisions will be binding upon each subcontractor or vendor. The Contractor must act as specified by the Director, Office of Federal Contract Compliance Programs of the U.S. Department of Labor, to enforce the terms, including action for noncompliance. Such necessary changes in language may be made as shall be appropriate to identify properly the parties and their undertakings.

(End of clause)

52.225-9 Buy American—Construction Materials. (DEVIATION Nov 2025)

(a) Definitions. As used in this clause— Commercially available off-the-shelf (COTS) item—

(1) Means any item of supply (including construction material) that is–

(i) A commercial product (as defined in paragraph (1) of the definition of “commercial product” at Federal Acquisition Regulation (FAR) 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4), such as agricultural products and petroleum products.

"Construction material" means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.

Cost of components means—

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

Critical component means a component that is mined, produced, or manufactured in the United States and deemed critical to the U.S. supply chain. The list of critical components is at FAR 25.105.

Critical item means a domestic construction material or domestic end product that is deemed critical to U.S. supply chain resiliency. The list of critical items is at FAR 25.105.

Domestic construction material means—

(1) For construction material that does not consist wholly or predominantly of iron or steel or a combination of both-

(i) An unmanufactured construction material mined or produced in the United States; or

(ii) A construction material manufactured in the United States, if–

(A) The cost of its components mined, produced, or manufactured in the United States exceeds 60 percent of the cost of all its components, except that the percentage will be 65 percent for items delivered in calendar years 2024 through 2028 and 75 percent for items delivered starting in calendar year 2029.

Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic. Components of unknown origin are treated as foreign; or

(B) The construction material is a COTS item; or

(2) For construction material that consists wholly or predominantly of iron or steel or a combination of both, a construction material manufactured in the United States if the cost of foreign iron and steel constitutes less than 5 percent of the cost of all components used in such construction material. The cost of foreign iron and steel includes but is not limited to the cost of foreign iron or steel mill products (such as bar, billet, slab, wire, plate, or sheet), castings, or forgings utilized in the manufacture of the construction material and a good faith estimate of the cost of all foreign iron or steel components excluding COTS fasteners. Iron or steel components of unknown origin are treated as foreign. If the construction material contains multiple components, the cost of all the materials used in such construction material is calculated in accordance with the definition of "cost of components".

Fastener means a hardware device that mechanically joins or affixes two or more objects together.

Examples of fasteners are nuts, bolts, pins, rivets, nails, clips, and screws.

Foreign construction material means a construction material other than a domestic construction material.

Foreign iron and steel means iron or steel products not produced in the United States. Produced in the United States means that all manufacturing processes of the iron or steel must take place in the United States, from the initial melting stage through the application of coatings, except metallurgical processes involving refinement of steel additives. The origin of the elements of the iron or steel is not relevant to the determination of whether it is domestic or foreign.

Predominantly of iron or steel or a combination of both means that the cost of the iron and steel content exceeds 50 percent of the total cost of all its components. The cost of iron and steel is the cost of the iron or steel mill products (such as bar, billet, slab, wire, plate, or sheet), castings, or forgings utilized in the manufacture of the product and a good faith estimate of the cost of iron or steel components excluding COTS fasteners.

Steel means an alloy that includes at least 50 percent iron, between 0.02 and 2 percent carbon, and may include other elements.

"United States" means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference.

(1) This clause implements 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the domestic content test of the Buy American statute is waived for construction material that is a COTS item, except that for construction material that consists wholly or predominantly of iron or steel or a combination of both, the domestic content test is applied only to the iron and steel content of the construction materials, excluding COTS fasteners. The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

(2) This requirement does not apply to information technology that is a commercial product or to the construction materials or components listed by the Government as follows:

________________________________________________[Contracting Officer to list applicable excepted materials or indicate "none"]

(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that-

(i) The cost of domestic construction material would be unreasonable.

(A) For domestic construction material that is not a critical item or does not contain critical components.

(1) The cost of a particular domestic construction material subject to the requirements of the Buy American statute is unreasonable when the cost of such material exceeds the cost of foreign material by more than 20 percent;

(2) For construction material that is not a COTS item and does not consist wholly or predominantly of iron or steel or a combination of both, if the cost of a particular domestic construction material is determined to be unreasonable or there is no domestic offer received, and the low offer is for foreign construction material that is manufactured in the United States and does not exceed 55 percent domestic content, the Contracting Officer will treat the lowest offer of foreign construction material that exceeds 55 percent domestic content as a domestic offer and determine whether the cost of that offer is unreasonable by applying the evaluation factor listed in paragraph (b)(3)(i)(A)(1) of this clause.

(3) The procedures in paragraph (b)(3)(i)(A)(2) of this clause will no longer apply as of January 1, 2030.

(B) For domestic construction material that is a critical item or contains critical components.

(1) The cost of a particular domestic construction material that is a critical item or contains critical components, subject to the requirements of the Buy American statute, is unreasonable when the cost of such material exceeds the cost of foreign material by more than 20 percent plus the additional…