Solicitation - W50S8U25BA012.pdf

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Attached to
LRS CRITICAL STORAGE Federal contract opportunity
Solicitation number
W50S8U25BA012-LRS_CRITICAL_STORAGE-Solicitation
Issued by
Department of the Army National Guard

About this file

This is a Solicitation (Invitation for Bid) for the LRS Critical Storage project at the Tulsa Air National Guard Base in Oklahoma. The U.S. Department of the Army National Guard is seeking a small business contractor to perform construction services, including partially enclosing an existing metal lean-to structure, installing overhead and personnel doors, adding fencing and gates, removing a concrete curb, installing bollards, performing concrete repair, and installing electrical lights and power outlets. The project is 100% set aside for small businesses, with a NAICS code of 236210 and a small business size standard of $45,000,000.

The solicitation (W50S8U25BA012) specifies a firm fixed-price contract with a 120-calendar-day performance period after notice to proceed. A pre-bid conference is scheduled for 10 July 2025 at 10:00 AM, with a site visit to follow. Interested contractors must register for base access and attend the conference. Bids are due by 18 August 2025, and the contract is expected to be valued between $25,000 and $150,000. Bidders must be registered in the System for Award Management (SAM) and comply with subcontracting limitations, including not paying more than 85% of the contract amount to non-similarly situated subcontractors.

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Other files for this federal contract opportunity

Other files attached to LRS CRITICAL STORAGE, newest first.
File Type Posted
Solicitation Amendment - W50S8U25BA0120001 (1).pdf PDF
Solicitation Amendment - W50S8U25BA0120001 (1).pdf PDF
DWG2 - LRS Critical Storage XHZG242014.pdf PDF
DWG1 - LRS Critical Storage XHZG242014.pdf PDF

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SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR

INFORMATION CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

3. DATE ISSUED PAGE OF PAGES

AWARD (To be completed by Government)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

Section A - Solicitation/Contract Form

LRS CRITICAL STORAGE

W50S8U25BA012

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

Item Supplies/Service Quantity Unit Unit Price Amount

Partial enclosure of an approximate 44 feet wide x 55 feet length x 20 feet height portion of an existing red iron, covered storage area.

The objective is to provide three weather-resistant, enclosed sides to the structure, specifically the North, South, and West sides. The East side will remain open.

Product Service Code: Z2QA Pricing Arrangement: Firm Fixed Price

1 Job

Removal, relocation, and installation of chain-link fencing and two entrance gates to ensure a secure perimeter of the new storage area, while also allowing for vehicle access as shown in the attached drawing(s).

Product Service Code: Z2QA Pricing Arrangement: Firm Fixed Price

1 Job

Installation of a vehicle access gate and chain-link fence to enclose the vehicle yard of B025.

Product Service Code: Z2QA Pricing Arrangement: Firm Fixed Price

1 Job

Covers the removal of an existing concrete curb, installation of surface-mounted bollards for protection of electrical equipment, and the repair of disturbed concrete to match the surrounding area.

Product Service Code: Z2QA Pricing Arrangement: Firm Fixed Price

1 Job

Full enclosure of the East side of the red iron structure described in CLIN 0001. This includes the installation of structural supports/framing for metal side paneling, a manual pull-chain overhead garage door, and a personnel door.

Product Service Code: Z2QA Pricing Arrangement: Firm Fixed Price

1 Job

Provide electrical power, lighting, switches, and outlets, for the newly enclosed lean-to structure (B343).

0006 All work shall be performed in accordance with the National Electrical Code (NEC) and all applicable federal, state, and local codes and regulations.

Product Service Code: Z2QA Pricing Arrangement: Firm Fixed Price

1 Job

Installation of metal side panels to mimic the extension of fascia to aid in rain and sunlight mitigation on the East side of the partially enclosed structure as described in

CLIN 0001.

Product Service Code: Z2QA Pricing Arrangement: Firm Fixed Price

1 Job

Section C - Description/Specifications/Statement of Work

STATEMENT OF WORK

LRS Critical Storage

XHZG242014

28 MAY 2025

1. The contractor shall provide all labor, material, tools, equipment and transportation necessary to complete the work identified in this Statement of Work.

2. All debris is to be disposed of off Base with proper documentation in accordance with the waste plan generated by the contractor after the project is awarded.

3. Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within government-controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer's Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation's Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

3 a. For Contractors that do not require CAC but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation /facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

4. All contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 10 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative.

5. This project is to be in accordance with the current version of the EMS Environmental Protection Statement. A copy of this document will be provided to bidding contractors via sam.gov as an attachment.

6. This project is to be in accordance with the current version of the 138FW Safety and Accident Prevention Guide. A copy of this document will be provided to bidding contractors via beta.sam.gov as an attachment.

7. The contractor shall apply all environmental health and safety procedures required by local, state and federal regulations.

8. All work to be performed 7:00 AM to 5:30 PM Monday thru Thursday in accordance with the general conditions stated in the general conditions of the specifications. If alternate work schedule is desired, it must be requested in writing and approved by CE and Security 48 hours prior to the desired schedule.

9. The contractor is required to provide an AF Form 103 (Work Clearance Request) prior to any earthwork or wall penetrations.

10. The contractor is responsible for marking/locating all underground utilities. All base underground utilities are not covered by the Call OKIE service; contractor will be responsible for locating and marking those utilities as well. The only utilities that Call OKIE service will mark is Natural gas and Cox communications. All other utilities to include base communications fiber optic lines, electric, sewer and water will be the contractor's responsibility to mark. Contractor must have all utilities marked in an area before a dig permit is issued.

a. If a utility is damaged, the contractor will repair per current code specifications or base standards.

11. Prior to any work, the contractor shall submit for approval by CE, one electronic copy of technical literature for all products to be used. Provide Safety Data Sheets for all appropriate products. Provide a Form 889 for all equipment/items that can need maintenance or repairs where parts will need to be purchased to maintain or repair the equipment at a later date.

a. Two Ways to Get a Form 889

i. Check SAM.gov FAR 52.204-26 (Oct 2020)

ii. Use RPA tool (Email DUNS # to info@section889request.com)

12. All DBIDS Contractor passes will be approved by the BCE and issued by SFS after completion of required background checks. Final payment to the general contractor will not be made at the completion of the construction project until all contractor badges have been returned or the continuing need is validated and documented in writing by SFS and BCE personnel.

13. Contractor will be responsible for keeping a log of all debris disposed of off base to include tonnage, volume, and disposal site. This data will need to be readily available through the project for semi-annual data calls or inspections.

14. Contractor will be responsible for submitting an interim 1354 when project is 50% completed and a final 1354 when the project is 100% complete as part of closeout documents.

15. All additions and modifications must be engineered and installed to meet or exceed all applicable building codes and industry best practices, ensuring structural integrity and a professionally finished appearance.

SCOPE OF WORK

CLIN 0001 - Partial Enclosure of Red Iron Lean-to CLIN 0001 outlines the requirements for the partial enclosure of an approximate 44 feet wide x 55 feet length x 20 feet height portion of an existing red iron, covered storage area. The objective is to provide three weather-resistant, enclosed sides to the structure, specifically the North, South, and West sides. The East side will remain open.

1. Structural Steel Support/Bracing:

a. The contractor shall install all necessary steel support framing and bracing to ensure all new wall panels will be securely supported and fastened to the structure.

i. Only the North, South, and West sides will require additional support as the East side will remain open.

b. The new structural members shall be integrated seamlessly with the existing structure, maintaining structural integrity against wind and weather elements.

i. Securely anchored to both the existing red iron structure and the concrete foundation.

c. Existing horizontal beams are connected to vertical support columns via welded brackets. The contractor shall also weld new members or propose a structurally equivalent alternative for connections.

d. All existing damaged structural members shall be repaired and/or replaced where applicable. Any repairs or replacements must be approved by the government representative prior to commencement.

2. Metal Side Panels.

a. Contractor shall enclose the North, South, and West sides of the covered storage area with corrugated metal side paneling.

i. Metal paneling shall be corrugated steel and a minimum of 26-gauge.

ii. Metal side paneling color shall closely match existing B329 siding.

1. Contractor shall submit samples to government for approval prior to installation.

b. Sheet metal corners shall be neatly and securely attached, providing a weather-tight seal.

i. Corners shall be fabricated from the same material and color as the side panels and shall be designed to overlap the edges of the side panels to create a continuous, sealed corner.

c. Metal side paneling shall be installed with a minimum overlap of one corrugation at all seams. All seams and overlaps shall be sealed with a high-quality, exterior-grade sealant to prevent water penetration.

d. The metal paneling shall be installed in a manner that provides a clean and professional appearance, with all cuts being straight and all fasteners neatly aligned.

e. Ensure weather-resistant seal is applied around all potential penetration points through the metal side paneling, including around fasteners and any other openings/penetrations.

f. All fasteners shall be corrosion-resistant self-tapping screws equipped with neoprene washers and designed to prevent leaks.

3. Roof Connection to Wall Panels:

a. Contractor shall ensure a weather-tight connection between the new wall panels and the existing roof system. The transition shall be installed to prevent water infiltration and maintain structural integrity of both the wall panels and the existing roof system.

b. All necessary flashing, waterproof sealants, and any additional bracing to ensure the roof and walls are integrated to prevent water infiltration shall be used where necessary.

c. All flashing, sealants, and bracing materials used must be compatible with both the metal panels and the existing roof materials to ensure long-term durability.

4. Sealing the Base:

a. Ensure the base of the metal panels is sealed properly to prevent water and pest intrusion. The sealing method shall create a continuous, weather-tight barrier between the metal panels and the concrete foundation.

i. Method for sealing the base perimeter shall be submitted and approved by government representative prior to installation.

CLIN 0002 - Fencing and Gates Installation CLIN 0002 includes the removal, relocation, and installation of chain-link fencing and two entrance gates to ensure a secure perimeter of the new storage area, while also allowing for vehicle access as shown in the attached drawing(s).

1. Fence Removal

a. Contractor shall dismantle and remove the specified existing fence section(s).

b. Contractors may reuse dismantled fencing materials if deemed adequate by the government.

c. All fencing sections not fit to be reused shall be disposed of off-site.

d. All work involving the dismantling, relocation, or installation of fencing within the flightline area requires prior coordination with the CE representative and security forces.

2. Fence Installation

a. Contactor shall install chain-link fencing, ensuring proper enclosure of the area.

i. Fence posts shall be anchored in concrete a minimum of 2 feet below surface.

1. Surrounding concrete shall be repaired to match existing after installation.

ii. Fencing shall be installed plumb and level, with consistent tension on the chain-link material.

b. Ensure all new fencing materials match the existing fence in material, appearance, and quality.

i. Install 7-foot-chain-link height

ii. Install 3 strands of barbed wired along the top

1. Match existing

3. Vehicle Entrance Gate

a. Contractor shall install two double swing vehicle gates at the specified locations to allow vehicle access to the new storage area.

i. The gate shall include heavy-duty hinges, latches, and drop rods.

ii. The gate shall include a center drop rod to secure the gate in the closed position.

b. The gates shall measure 20 feet wide by 7 feet high.

c. The gates shall be chain-link, matching existing fencing style.

d. The gates shall include three strands of barbed wire along the top, matching existing fencing.

e. Install fencing on each side of the gate to connect to the nearest existing fence or structure, ensuring a fully enclosed area. The fencing shall be installed in a straight line and shall be securely attached to the gate posts and the existing fence or structure.

i. Fencing to match previously mentioned specifications.

CLIN 0003 - Fence and Gate Installation, B025 CLIN 0003 outlines the requirements for the installation of a vehicle access gate and chain-link fence to enclose the vehicle yard of B025.

1. Gate Installation:

a. The contractor shall install a 20 feet wide, chain-link, double-swing gate to provide vehicle access to the vehicle yard.

b. The gate shall match existing entrance gate height, appearance and material.

c. The gate shall include heavy-duty hinges, latches, and drop rods to ensure secure operation in both open and closed positions.

i. Include three strands of barbed wire along top, where applicable.

2. Fence Installation:

a. The contractor shall install chain-link fencing from the ends of the gate to the termination point at the nearest existing fence or structure.

b. Contractor shall field verify existing dimensions of B025 perimeter fence and match the height dimension for the new fence.

c. The fence shall match the existing fencing in style and material.

i. Include three strands of barbed wire along top, where applicable.

d. Refer to CLIN 0002 for additional specifications on fencing.

CLIN 0004 - Curb Removal, Bollard Installation, and Concrete Repair CLIN 0004 covers the removal of an existing concrete curb, installation of surface-mounted bollards for protection of electrical equipment, and the repair of disturbed concrete to match the surrounding area.

1. Curb Demolition

a. Contractor to remove the existing concrete curb.

i. All demolished concrete shall be disposed of off-site.

ii. Concrete curb is approximately 25 linear feet in length.

2. Concrete Repair

a. Contractor to repair the area where concrete curb was removed, ensuring a smooth, level surface matching the existing concrete.

i. Contractor shall sawcut around the outside of damaged concrete, remove, and replace concrete section.

1. The new concrete shall be finished to match existing.

3. Bollards

a. Contractor shall install surface-mounted bollards at specified locations to protect existing electrical equipment. The exact bollard locations shall be approved by government prior to installation.

i. Bollard Dimensions: the bollards shall have a minimum diameter of 4.5 inches and a height of 36 inches.

ii. Bollard Material: Bollards shall be made of steel and coated yellow for visibility.

iii. Bollard Spacing: A total of three bollards shall be installed.

1. The bollards shall be offset a minimum of 4 feet from the existing electrical equipment to ensure adequate working clearance.

a. Contractor to verify electrical equipment is still accessible for future maintenance.

CLIN 0005 - East Side Paneling, Overhead Door, Personnel Door Addition CLIN 0005 includes the full enclosure of the East side of the red iron structure described in CLIN 0001. This includes the installation of structural supports/framing for metal side paneling, a manual pull-chain overhead garage door, and a personnel door.

1. Structural Steel Supports/Framing

a. The contractor shall install all necessary steel framing and bracing to support the personnel door, overhead door, and metal side paneling.

i. All connections shall be welded or bolted in accordance with industry best practices to ensure structural integrity.

b. Refer to CLIN 0001 for additional structural requirements and specifications for framing, supports, and weather proofing.

2. Overhead Door

a. Contractor shall install an overhead roll-up door with the following specifications:

i. Door Size: 16 feet wide by 16 feet height

ii. Door Material: galvanized steel, minimum 26 Gauge

iii. Operation: Manual pull/hoist chain

1. Pull chain shall be of sufficient length to allow for ground level operation.

iv. Hardware: Include all necessary hardware, such as rails, tracks, springs, and locking mechanisms.

b. The overhead door shall be equipped with weather stripping around the perimeter to prevent water and pest intrusion.

c. The overhead door shall be properly balanced/calibrated so as not to require excessive force to open or close.

d. Door shall be installed in accordance with manufacturer's recommendation.

3. Personnel Door

a. The contractor shall install a personnel door and frame with the following specifications:

i. Door Size: 3 foot wide by 7 foot height

ii. Door Material: Steel, Minimum 20 Gauge

iii. Door Type: Hollow metal

iv. Hardware to be brushed nickel finish

v. Door shall be weatherproof and equipped with a sweep or weatherstripping.

vi. All hardware and cylinders to be compatible with Tulsa ANG Best System

4. Metal Side Paneling

a. Contractor shall install metal side paneling per the specifications outlined in CLIN 0001.

5. Sealing the Base:

a. Ensure the base of the metal panels is sealed properly to prevent water and pest intrusion. The sealing method shall create a continuous, weather-tight barrier between the metal panels and the concrete foundation.

i. Method for sealing the base perimeter shall be submitted and approved by government representative prior to installation.

CLIN 0006 - Building Electric, Lights, and Outlets CLIN 0006 outlines the contractor's requirements for providing electrical power, lighting, switches, and outlets, for the newly enclosed lean-to structure (B343). All work shall be performed in accordance with the National Electrical Code (NEC) and all applicable federal, state, and local codes and regulations.

1. Electrical Power

a. The contractor shall source electrical power from existing service at B344, located East of B343.

b. The electrical service in B344 is 225A, three-phase, 208Y/120V.

i. The contractor shall verify these specifications prior to commencing work.

c. The contractor shall install a new breaker in building 344's electrical panel to supply power to B343.

i. The breaker shall be sized to protect a 60A feeder circuit to the new panel.

d. The contractor shall run the new electrical service from B344 to B343 via a surface-mounted conduit run. The conduit shall penetrate the side wall of B344, run along the new fence line, and then penetrate the sidewall of B343 to connect to the new electrical panel.

i. The contractor shall ensure a proper, weather-tight seal at all conduit penetrations through the walls of B344 and B343 to prevent water and pest intrusion.

ii. The exterior conduit shall be suitable for outdoor use and shall be securely fastened to the fence line.

e. The contractor shall install a surface-mounted, 60A, 12-circuit electrical panel inside B343.

i. The panel shall be properly grounded and bonded in accordance with the NEC.

ii. The contractor shall provide a complete circuit directory for the panel.

iii. All wiring shall be surface mounted and ran in emt conduit.

iv. The panel shall include a main disconnect breaker/switch.

2. Lights

a. The contractor shall install six LED high-bay interior lighting fixtures in B343 to provide adequate illumination for a general storage area.

i. The light fixtures shall be evenly distributed throughout the bay.

ii. Fixtures shall be surface mounted and wiring shall be ran in emt conduit.

3. Outlets

a. The contractor shall install four duplex electrical outlets in B343, one on each side of the walls.

b. The outlets shall be 20A, 120V, grounded and shall be installed at a height of 18 inches above floor.

i. Outlets shall be surface mounted, and wiring shall be run in EMT conduit

ii. Outlets shall be GFCI protected

4. Switches

a. The contractor shall install one (1) light switch to control the interior lighting fixtures.

i. Switch shall be surface mounted, and wiring shall be run in RMT conduit.

CLIN 0007 - Partial East Side Wall CLIN 0007 outlines the requirements for the installation of metal side panels to mimic the extension of fascia to aid in rain and sunlight mitigation on the East side of the partially enclosed structure as described in CLIN 0001.

1. Structural Steel

a. The contractor shall install all necessary red-iron support framing and bracing to ensure all new panels will be securely supported and fastened to the structure.

b. Vertical structural members shall be installed.

c. Horizontal structural members shall be installed.

i. Approximately 6' below eave height.

2. Metal Side Panels

a. The contractor shall install corrugated metal side paneling to cover approximately 6' below the eave height.

b. Refer to CLIN 0001 for additional requirements and specifications for the installation of metal side panels.

3. Roof Connection to Wall Panels:

a. Contractor shall ensure a weather-tight connection between the new wall panels and the existing roof system. The transition shall be installed to prevent water infiltration and maintain structural integrity of both the wall panels and the existing roof system.

b. All necessary flashing, waterproof sealants, and any additional bracing to ensure the roof and walls are integrated to prevent water infiltration shall be used where necessary.

c. All flashing, sealants, and bracing materials used must be compatible with both the metal panels and the existing roof materials to ensure long-term durability.

END OF STATEMENT

Requirements

PROJECT TITLE: LRS CRITICAL STORAGE

PROJECT LOCATION: TULSA ANGB, TULSA, OK

LRS CRITICAL STORAGE

TULSA AIR NATIONAL GUARD BASE, TULSA OKLAHOMA IS SOLICITING FOR A PROJECT TO

PARTIALLY ENCLOSE AN IRON LEAN-TO STRUCTURE, INSTALL FENCING

AND GATES, CURB REMOVAL, BOLLARD INSTALLATION, AND CONCRETE REPAIR,

INSTALLATION OF AN OVERHEAD AND PERSONNEL DOORS, AND INSTALLATION

OF ELECTRICAL, LIGHTS, AND OUTLETS.

THIS PROJECT IS BEING SET ASIDE 100% FOR SMALL BUSINESSES. THE NORTH AMERICAN

INDUSTRY CLASSIFICATION (NAICS) CODE IS 236210, WITH A SIZE

STANDARD OF $45,000,000.00. THE MAGNITUDE IS BETWEEN $25,000 AND $150,000 IAW FAR

36.204(F). PERSONS WHO INTEND TO BID ARE STRONGLY

ENCOURAGED TO ATTEND THE PRE-BID CONFERENCE.

Section E - Inspection and Acceptance

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate/ Deviation

Variation Effective Date

52.246-12 Inspection of Construction. Aug 1996

Section F - Deliveries or Performance

Overall Contract Delivery Period

Delivery Estimated By Delivery Date 22 Jan 2026

From date of lead time event to beginning of performance 30 Calendar Days Date of Notice to Proceed Receipt

From date of lead time event to completion of performance 120 Calendar Days Date of Notice to Proceed Receipt

Line Item Delivery Schedule Quantity Address and POC

Delivery Estimated By Delivery Date 22 Jan

1 Job Service Performance Site DoDAAC: F9L3CE CountryCode: USA

138 CIVIL ENGINEERING CES CEO

AF BPN NO MILSBILLS PROCESSES, 4209 NORTH 93RD EAST AVE BLDG

TULSA, OK 74115-1632

UNITED STATES

Major Brandon Teel Email: brandon.teel.3@us.af.mil Telephone: 918-833-7299

Delivery Estimated By Delivery Date 22 Jan

1 Job Service Performance Site DoDAAC: F9L3CE CountryCode: USA

138 CIVIL ENGINEERING CES CEO

AF BPN NO MILSBILLS PROCESSES, 4209 NORTH 93RD EAST AVE BLDG

TULSA, OK 74115-1632

UNITED STATES

Major Brandon Teel Email: brandon.teel.3@us.af.mil Telephone: 918-833-7299

Delivery Estimated By Delivery Date 22 Jan

1 Job Service Performance Site DoDAAC: F9L3CE CountryCode: USA

138 CIVIL ENGINEERING CES CEO

AF BPN NO MILSBILLS PROCESSES, 4209 NORTH 93RD EAST AVE BLDG

TULSA, OK 74115-1632

UNITED STATES

Major Brandon Teel Email: brandon.teel.3@us.af.mil Telephone: 918-833-7299

Delivery Estimated By 1 Job Service Performance Site

Delivery Date 22 Jan

DoDAAC: F9L3CE CountryCode: USA

138 CIVIL ENGINEERING CES CEO

AF BPN NO MILSBILLS PROCESSES, 4209 NORTH 93RD EAST AVE BLDG

TULSA, OK 74115-1632

UNITED STATES

Major Brandon Teel Email: brandon.teel.3@us.af.mil Telephone: 918-833-7299

Delivery Estimated By Delivery Date 22 Jan

1 Job Service Performance Site DoDAAC: F9L3CE CountryCode: USA

138 CIVIL ENGINEERING CES CEO

AF BPN NO MILSBILLS PROCESSES, 4209 NORTH 93RD EAST AVE BLDG

TULSA, OK 74115-1632

UNITED STATES

Major Brandon Teel Email: brandon.teel.3@us.af.mil Telephone: 918-833-7299

Delivery Estimated By Delivery Date 22 Jan

1 Job Service Performance Site DoDAAC: F9L3CE CountryCode: USA

138 CIVIL ENGINEERING CES CEO

AF BPN NO MILSBILLS PROCESSES, 4209 NORTH 93RD EAST AVE BLDG

TULSA, OK 74115-1632

UNITED STATES

Major Brandon Teel Email: brandon.teel.3@us.af.mil Telephone: 918-833-7299

Delivery Estimated By Delivery Date 22 Jan

1 Job Service Performance Site DoDAAC: F9L3CE CountryCode: USA

138 CIVIL ENGINEERING CES CEO

AF BPN NO MILSBILLS PROCESSES, 4209 NORTH 93RD EAST AVE BLDG

TULSA, OK 74115-1632

UNITED STATES

Major Brandon Teel Email: brandon.teel.3@us.af.mil Telephone: 918-833-7299

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate/ Deviation

Variation Effective Date

52.247-34 F.o.b. Destination. Jan 1991

Section G - Contract Administration Data

DFARS Clauses Incorporated by Reference

Number Title Effective Date

Alternate/ Deviation

Variation Effective Date

252.201-7000 Contracting Officer's Representative. Dec 1991 252.232-7003 Electronic Submission of Payment Requests and Receiving Reports. Dec 2018 252.236-7000 Modification Proposals--Price Breakdown. Dec 1991

DFARS Clauses Incorporated by Full Text

252.232-7006 Wide Area WorkFlow Payment Instructions. (Jan 2023)

WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (JAN 2023)

(a) Definitions. As used in this clause-

"Department of Defense Activity Address Code (DoDAAC)" is a six position code that uniquely identifies a unit, activity, or organization.

"Document type" means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

"Local processing office (LPO)" is the office responsible for payment certification when payment certification is done external to the entitlement system.

"Payment request" and "receiving report" are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall-

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the "Web Based Training" link on the WAWF home page at https://wawf.eb.mil/

(e) WAWF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items-

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

N/A

(Contracting Officer: Insert applicable invoice and receiving report document type(s) for fixed price line items that require shipment of a deliverable.)

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

INVOICE 2IN1

(Contracting Officer: Insert either "Invoice 2in1" or the applicable invoice and receiving report document type(s) for fixed price line items for services.)

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial financing, submit a commercial financing request.

(2) ) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

[Note: The Contractor may use a WAWF "combo" document type to create some combinations of invoice and receiving report in one step.]

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF Pay Official DoDAAC F87700 Issue By DoDAAC W50S8U Admin DoDAAC W50S8U Inspect By DoDAAC F9L3CE Ship To Code F9L3CE Ship From Code N/A Mark For Code N/A Service Approver (DoDAAC) F9L3CE Service Acceptor (DoDAAC) F9L3CE Accept at Other DoDAAC N/A LPO DoDAAC F9L3CE DCAA Auditor DoDAAC N/A Other DoDAAC(s) N/A (*Contracting Officer: Insert applicable DoDAAC information. If multiple ship to/acceptance locations apply, insert "See Schedule" or "Not applicable.")

(**Contracting Officer: If the contract provides for progress payments or performance-based payments, insert the DoDAAC for the contract administration office assigned the functions under FAR 42.302(a)(13).)

(4) Payment request. The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) Receiving report. The Contractor shall ensure a receiving report meets the requirements of DFARS Appendix F.

(g) WAWF point of contact.

(1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity's WAWF point of contact.

138.FW.MSC@US.AF.MIL

(Contracting Officer: Insert applicable information or "Not applicable.")

(2) Contact the WAWF helpdesk at 866-618-5988, if assistance is needed.

(End of clause)

Section H - Special Contract Requirements

"GeneralDecision Number: OK20250053 03/14/2025

Superseded General Decision Number: OK20240053

State: Oklahoma

Construction Type: Building

Building Construction -does not include residential construction consisting of single family homes andapartments up to and including 4 stories. (Including building projects on industrial sites and treatment plants)

County: Tulsa County in Oklahoma.

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 Order13658.

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 |. Executive Order 14026 |

|into on or after January 30, | generally applies to the |

|2022, or the contract is | contract. |

|renewed or extended (e.g., an |. The contractor mustpay |

|option is exercised) on or | all covered workers at |

|after January 30, 2022: | least $17.75 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 2025. |

|If the contract was awarded on|. Executive Order 13658 |

|or between January 1, 2015 and| generally applies to the |

|January 29, 2022, and the | contract. |

|contract is not renewed or |. The contractor must pay all|

|extended on or after January | covered workers at least |

|30, 2022: | $13.30 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 2025. |

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 necessaryfor 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 protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/03/2025

1 03/14/2025

BROK0005-00406/01/2023

Rates Fringes

BRICKLAYER.......................$ 26.92 13.09

ELEC0584-00606/01/2024

ELECTRICIAN (Excludes Low

Voltage Wiring and

Installation of Alarms and

Sound and Communication

Systems).........................$ 36.38 7%+10.20

* ELEV0083-003 01/01/2025

ELEVATOR MECHANIC................$ 51.24 38.435+a+b

PAID HOLIDAYS:

a. New Year's Day,Memorial Day, Independence Day, Labor Day, Veteran's Day,Thanksgiving Day, the Friday after

Thanksgiving, andChristmas Day.

b. Employercontributes 8% of regular hourly rate to vacation pay credit foremployee who has worked in business more than 5 years; 6% forless than 5 years' service.

ENGI0627-02006/01/2024

POWER EQUIPMENT OPERATOR:

Group1.....................$ 36.84 18.05

Group2.....................$ 34.86 18.05

Group3.....................$ 34.15 18.05

Group4.....................$ 32.82 18.05

Group8.....................$ 27.52 18.05

Group10.....................$ 26.00 18.05

POWER EQUIPMENT OPERATOR

GROUP 1: All CraneType Equipment 200 ton and larger and including 400 toncapacity cranes. All Tower Cranes.

GROUP 2: All CraneType Equipment 100 ton capacity and larger cranes, and lessthan 200 ton capacity.

GROUP 3: All CraneType Equipment 50 ton capacity and larger cranes, and lessthan 100 ton capacity. Crane Equipment (as rated by mfg.) 3 cu.yd. and over Guy derrick Whirley Power

Driven Hole Digger(with 30' and longer mast).

GROUP 4: CRANES withBoom Incl. Jib less than 100 ft and less than 3 cu. Yd.;Overhead Monorail Crane and Bulldozer.

GROUP 8: ForkLift

GROUP 10:Oiler; Semi- Trailer Truck Driver

IRON0584-02506/01/2024

IRONWORKER (Ornamental, Reinforcing and Structural)......$ 30.35 16.83

PLUM0430-01007/01/2024

PLUMBER (Excludes HVAC Pipe and Unit Installation)...........$ 36.65 17.60

PLUM0430-01907/01/2024

HVAC MECHANIC (Installation of HVAC Unit Only, Excludes

Installation of HVAC Pipe and

Duct)............................$ 36.65 17.60

PLUM0430-02007/01/2024

PIPEFITTER (Including HVAC

Pipe Installation, excluding

HVAC Unit Installation)..........$ 36.65 17.60

ROOF0143-00107/01/2024

ROOFER...........................$ 26.30 10.34

SHEE0270-00606/01/2020

SHEET METAL WORKER (HVAC Duct

Installation Only)...............$ 35.49 14.60

* SUOK2012-03307/30/2012

CARPENTER (Drywall Hanging

Only)............................$ 15.08 ** 1.21

CARPENTER, Excludes Drywall

Hanging, and Form Work...........$ 14.96 ** 1.55

CAULKER..........................$ 20.00 1.61

CEMENT MASON/CONCRETE FINISHER...$ 13.72 ** 1.27

DRYWALL FINISHER/TAPER...........$ 13.00 ** 0.00

ELECTRICIAN (Alarm

Installation)....................$ 19.48 3.34

ELECTRICIAN (Low Voltage

Wiring)..........................$ 20.65 3.06

ELECTRICIAN (Sound and

Communications Systems

Installation)....................$ 21.11 2.47

FORM WORKER......................$ 12.69 ** 0.38

LABORER: Common orGeneral......$ 12.44 ** 2.71

LABORER: Mason Tender- Brick...$ 12.43 ** 0.00

LABORER: Mason Tender-

Cement/Concrete..................$ 13.00 ** 1.91

LABORER: Pipelayer..............$ 12.39 ** 0.00

OPERATOR: AsphaltPaver.........$ 16.25 ** 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 16.96 ** 4.22

OPERATOR: Bulldozer.............$ 21.07 2.48

OPERATOR: Grader/Blade..........$ 14.28 ** 1.70

OPERATOR: Loader(Front End)....$ 16.18 ** 0.00

PAINTER: Brush,Roller and

Spray, Excludes Drywall

Finishing/Taping.................$ 12.22 ** 0.00

SHEET METAL WORKER, Excludes

HVAC Duct Installation...........$ 22.11 4.93

SPRINKLER FITTER (Fire

Sprinklers)......................$ 21.86 1.19

TRUCK DRIVER: Dumpand

Flatbed Truck....................$ 11.00 ** 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

** Workers in this classification may be entitled to ahigher minimum wage under Executive Order 14026 ($17.75) or 13658

($13.30). Please seethe Note at the top of the wage determination for more information. Please also note thatthe minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontractto which the states of Texas, Louisiana, or Mississippi,including their agencies, are a party.

Note: Executive Order (EO) 13706, Establishing Paid SickLeave for Federal Contractors applies to all contracts subject tothe

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or hasother health-related needs, including preventive care; or forreasons resulting from, or to assist a family member (or person whois like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under theEO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contractclauses

(29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists theclassifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by thewage determination. The classifications are listed inalphabetical order under rate identifiers indicating whether theparticular rate is a union rate (current union negotiated rate), asurvey rate, a weighted union average rate, a state adopted rate,or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters otherthan

""SU"", ""UAVG"",?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the surveyfor this classification, which in this example would bePlumbers.

0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 inthe example, is the effective date of the most currentnegotiated rate.

Union prevailing wage rates are updated to reflect allchanges over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailedfor those classifications, but that 100% of the data reportedfor the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date,01/01/2024 in the example, indicates the date the wage determinationwas updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January,to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The ""SU"" identifier indicates thateither a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As aweighted average rate includes all rates reported in the survey, itmay include both union and non-union rates. Example:SUFL2022-007

6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data forthat classification. FL indicates the State of Florida. 2022 isthe year of the survey on which these classifications and ratesare based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completiondate for the classifications and rates under that identifier.

?SU? wage rates typically remain in effect until a newsurvey is conducted. However, the Wage and Hour Division (WHD) hasthe discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The ""SA"" identifier indicates that theclassifications and prevailing wage rates set by a state (or local) governmentwere adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007

01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during whichthe state completed the survey on which the listedclassifications and rates are based. The next number, 007 in the example, isan internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date onwhich the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rateswere adopted.

WAGE DETERMINATION APPEALS PROCESS

1) Has there been an initial decision in the matter? Thiscan be:

a) a surveyunderlying a wage determination

b) anexisting published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination

On survey related matters, initial contact, includingrequests for summaries of surveys, should be directed to the WHDBranch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

Branch ofWage Surveys

Wage andHour Division

U.S.Department of Labor

200Constitution Avenue, N.W.

Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions shouldbe directed to the WHD Branch of Construction WageDeterminations.

Requests can be submitted via email to BCWD-Office@dol.govor by mail to:

Branch ofConstruction Wage Determinations

Wage andHour Division

U.S.Department of Labor

2) If an initial decision has been issued, then anyinterested party (those affected by the action) that disagrees with the decision can request review and reconsideration from theWage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part7).

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

Wage andHour Administrator

The request should be accompanied by a full statement of the interested party's position and any information (wagepayment data, project description, area practice material, etc.)that the requestor considers relevant to the issue.

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board

Washington, DC 20210.

END OFGENERAL DECISION"

Section I - Contract Clauses

Number Title Effective Date

Alternate/ Deviation

Variation Effective Date

52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements. Jan 2017 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards. Jun 2020 52.204-13 System for Award Management Maintenance. Oct 2018 52.204-18 Commercial and Government Entity Code Maintenance. Aug 2020 52.204-19 Incorporation by Reference of Representations and Certifications. Dec 2014

52.204-23 Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab Covered Entities.

Dec 2023

52.204-25 Prohibition on Contracting for Certain Telecommunications and…

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