Sol_140FC224Q0055.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION CALL

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

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

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

0040673587

FWS Constr A/E 2

FWS, Construction A/E Team 2

5275 Leesburg Pike Falls Church VA 22041

FC2

William Koski

108/19/2024

140FC224Q0055

INVITATION FOR BID

REQUEST FOR PROPOSAL

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

The Washita National Wildlife Refuge headquarters building is approximately 2,700

SqFt and primarily concrete masonry unit (CMU) construction. Interior walls of the space extend above the drop ceiling to the roof deck. The branch circuits and receptacles being added to the space under this contract are anticipated to be surface mounted to minimize masonry work. All raceways shall be kept above the drop ceiling and out of view to the maximum extent possible.

Site Visit: August 28, 2024 @ 10:00 CST, POC: Levi Feltman, (580)664-2205, levi_feltman@fws.gov

Location: Washita NWR, 20834 E 0940 Road, Butler Oklahoma 73625

Questions Due: August 29, 2024, 3:00 PM EST to: Bill Koski, william_koski@fws.gov

The magnitude of this project is less than $25,000.00.

11. The Contractor shall begin performance within

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

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, 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.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

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

14 47 calendar days and complete it within ________________ ________________ calendar days after receiving

09/06/2024

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 12/2022)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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 by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

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

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

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

AMENDMENT NO.

DATE.

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

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

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

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document 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.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

Rachel Williams

28. NEGOTIATED AGREEMENT 29. AWARD

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

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

STANDARD FORM 1442 (REV. 12/2022) BACK

Continued...

and return

(Contractor is not required to sign this document.) Your offer on this

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 52

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140FC224Q0055

Delivery: 12/02/2024

Delivery Location Code: 0008349395

FWS WASHITA NWR

20834 E 940 RD

BUTLER OK 73625-5001 US

Period of Performance: 09/27/2024 to 12/02/2024

00010 Addition of electrical outlets in Washita HQ

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

WASHITA NWR HQ ELECTRICAL ADDITION

CUSTER COUNTY, OKLAHOMA 2024

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-1

SECTION 01 00 90 –GENERAL INFORMATION AND REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. BACKGROUND: The Washita National Wildlife Refuge headquarters building is approximately 2,700 SqFt and primarily concrete masonry unit (CMU) construction. Interior walls of the space extend above the drop ceiling to the roof deck. The branch circuits and receptacles being added to the space under this contract are anticipated to be surface mounted to minimize masonry work. All raceways shall be kept above the drop ceiling and out of view to the maximum extent possible.

B. SCOPE OF WORK: The work shall consist of providing all labor, equipment, supplies and materials to perform the following:

1. Add additional circuit branches and receptacles throughout the space in accordance with the 2017 National Electric Code (NEC) and contract documents.

C. WORK LOCATION: The address of the work is at the Washita NWR, 20834 E 0940 Road, Butler Oklahoma 73625.

D. SITE VISIT: Contractors shall visit project site and inspect existing conditions prior to submitting quotes. One site visit will be scheduled, and information provided in the solicitation.

Contact Levi Feltman – Acting Refuge Manager, 580-664-2205, to be placed on the list for the scheduled site visit.

1.2 PERIOD OF PERFORMANCE:

A. Period of performance for this contract is 60 calendar days from when the Notice to Proceed is issued. The period of performance shall include all time associated with submittals, approvals, material and equipment acquisition, installation, testing, reporting, clean-up, final inspection, and project closeout.

1.3 REFERENCES

A. See individual contract specification for referenced Standards and or Specifications.

1.4 CODE COMPLIANCE:

A. Refer to individual contract specification sections and drawings for specific required Codes applicable to this project.

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-2

1.5 SITE CONDITIONS

A. The building is currently occupied and will remain occupied for the duration of the project. The Contractor shall coordinate with the Refuge Manager the anticipated work schedule and provide at least 48-hour notice of any utility outages.

B. Non-potable water and electric power for construction is available in limited quantities. Potable water and sanitary services are available for Contractor use on site.

C. Existing property not indicated for demolition, shall be protected. All damage caused by Contractor’s activities shall be repaired by the Contractor at no additional cost to the Government.

D. BEFORE PERFORMING ANY ON-SITE MODIFICATION to the existing electrical systems, the contractor shall witness the current operational condition of the various systems and note any malfunctioning equipment in the building. The government’s designated field inspector (FI) shall demonstrate the operations of the various existing systems. This demonstration shall be documented in the FI’s daily log along with documenting any specific operational problems or existing condition issues. Both, the contractor’s designated on-site representative and the government FI shall sign the daily log agreeing to the current operation conditions. The government inspector shall provide copies of the signed daily log to the contractor, the Contracting Officer (CO), the Refuge Manager, and the Contracting Officer’s Representative (COR) before disturbing the existing system.

E. PROTECTION OF EXISTING LANDSCAPE: Protect all vegetation inside and outside work limits. All rutting caused by Contractor activities shall be filled and contoured to match adjacent areas. Areas damaged by Contractor activities shall be repaired at no addition cost to the government.

F. This is a NON-SMOKING facility. Contractor personnel are not allowed to smoke on FWS property. Smoking is only allowed in contractor’s personal vehicles and all trash generated from such activities must be removed from FWS grounds.

1.6 SUBMITTALS

A. SUBMITTAL PROCEDURES AND REQUIRMENTS AFTER AWARD:

1. All Submittals, technical data for materials and supplies to be provided under the contract, Request for Information (RFI), and Request for Contract Changes, shall be delivered to the governments designated Contracting Officer’s Representative (COR).

The designated COR will be assigned by the CO as part of the Contract Award Package along with their contact information.

Contractor shall email electronic (PDF) submittal drawings, specification, shop drawings and etc, to the designated government COR for review, comment, and approval. After reviewing the submittals, the COR will return the appropriate electronic (PDF) comments and approvals by email to the contractor’s designated Project Manager. Contractor shall be responsible for distributing the government’s review, comments and approvals to his suppliers and sub-contractors.

2. Submittals shall come directly from the Contractor with their stamp and signature of approval; submittals will not be accepted from sub-contractors or suppliers.

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-3

3. Do not commence with work which requires review of any submittals until receipt of returned submittals with an acceptable action. Do not allow submittals without an acceptable action marking to be used for the project.

4. There will be no approval of technical data submittals prior to contract award.

5. All Technical Product Data, Description and Shop Drawings shall be submitted to the designated Contracting Officer’s Representative (COR) for review and approval before ordering or installing equipment. Submittals will be evaluated based on the contract requirements stated in the specifications and/or on the drawings. Refer to specification sections for submittals required. Unapproved equipment may not be accepted.

6. Each Technical Submittal shall have an appropriately filled out USFWS Submittal Transmittal Form (#REN-021) which will serve as a submittal summary and tracking device. The form will be provided as part of the Contract Award Package.

7. Each Technical Submittal shall be highlighted to clearly show contract compliance requirements and what options or features will be provided.

8. APPROVALS: Approval of the technical submittals is an indication that the Contractor's submittals have been reviewed and that there are no exceptions taken, except as noted.

Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications that are specifically brought to the Contracting Officer's attention in writing. After an item has received an approval and a substitution is necessary, resubmit the new substitute item for a new approval. Approval of submittals does not relieve the Contractor of errors, omissions, or from complying with the Contract’s requirements.

9. REVIEW TIME: Allow at least 10 WORKING DAYS for review, plus transmittal time back and forth.

10. The Technical Submittal process SHALL NOT BE USED for Requesting Information (RFI) or clarification. Contractor shall submit separate written RFI’s to the COR in a form which will allow for a formal written response from the Government. Each RFI shall have a separate identifying number and date.

11. The Technical Submittal process SHALL NOT BE USED for requesting changes or price changes to the contract. Refer to FAR Clauses for Contract Change procedures.

B. PROJECT CLOSEOUT SUBMITALS

1. Test and Inspection Reports: Submit to the designated COR all contract specified inspections/witnessing reports, tests result documentation and/or commissioning test results before requesting final inspection. Refer to individual specification sections for required inspection, test, and reports.

1.7 QUALITY ASSURANCE:

A. Qualifications: All electrical work shall be performed by an Oklahoma licensed Electrician.

B. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual specification sections. This contract incorporates materials, applications, and tests by reference, with the same force and effect as if they were given in full text.

C. Conflict: Where a conflict occurs between reference documents, drawings, and project specifications, refer to the FAR and the Contracting office for resolution.

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-4

D. Product basis: Where specifications or drawings call out a specific product or manufacturer, it is understood that an equal or better product is acceptable, as approved in the submittal process.

PART 2 - PRODUCTS – REFER TO SPECIFIC TECHNICAL SPECIFICATIONS FOR ALL NEW

EQUIPMENT AND MATERIALS.

PART 3 - EXECUTION

3.1 PROJECT MEETINGS:

A. Preconstruction Conference: Telephone conference call is anticipated.

B. Progress Meetings: To be held at the project site as required.

C. Inspections:

1. Contractor shall perform and maintain records of their construction inspection to ensure their own construction quality assurance and contract compliance.

2. The government’s on-site field inspector (FI) and/or COR will conduct routine inspections to monitor the contracts progress. Inspection of items of work by the FI will not relieve the Contractor of the requirement to meet project specifications. The FI shall be informed 24 hours in advance of work requiring his observation. After being informed in advance the FI’s non-attendance shall not prohibit the Contractor from proceeding with work in the FI’s absence.

3. For final inspection, notify the COR in writing at least five working days before the completion date so the Government can schedule final inspection. The superintendent shall be present during the final inspection.

3.2 SEQUENCING AND SCHEDULING WORK

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, submit an updated schedule within three calendar days. As a minimum, the estimated start and completion dates shall be shown on the schedule.

B. The Contractor’s normal work schedule shall be 7:30 a.m. to 4:00 p.m., Monday through Friday. No work shall be performed on Saturdays, Sundays, or federal holidays, unless authorized in writing by the Contracting Officer.

3.3 PROJECT AS-BUILT RECORD DRAWINGS:

A. As the job progresses, continuously maintain as-built drawings of the work. The changes shall be noted legibly in red pencil or red ink. These drawings shall be submitted to the COR prior to final inspection. Should final inspection reveal changes in the Project not so noted on the As- Built Drawings, the Contractor shall record these changes on the As-Built Drawings within three working days.

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-5

3.4 SAFETY:

A. SAFETY PLAN: Contractor shall submit, for approval before any work is conducted on site, a safety plan for the project. Plans shall be site specific for this project. The safety plan shall address all OSHA personnel safety equipment and clothing to be worn on the construction site.

B. SUPERINTENDENT RESPONSIBILITY: Contractor’s on-site superintendent shall ensure all personnel (including all sub contactors) comply with the approved safety plan/manual. In addition, the Superintendent shall ensure compliance with all applicable state and local safety codes and regulations including but not limited to Occupational Safety and Health Administration regulations, 29 CFR, Part 1926.

C. MSDS’s : Contractor shall maintain copies of all the Material Safety Data Sheets for all materials on the construction site for the duration of the contract.

D. DISPOSAL OF DEBRIS: Demolition debris shall be removed from the project site and disposed of in a legal disposal site by the Contractor. Contractor shall pay all fees required for disposal.

E. Work areas shall be marked in an appropriate manner to alert unauthorized personnel to work in progress.

3.5 DELIVERY, STORAGE, AND HANDLING:

A. Delivery: Protect products incorporated into the work from damage while in transit to the site.

Products must be delivered in original unopened containers with manufacturer’s name, brand designation, and contents legibly indicated. The containers shall bear the referenced specification number, type, and class as applicable.

B. Contractor shall be responsible for providing all equipment and labor required for offloading/unloading all equipment and supplies to be provided under the contact. Contractor shall also inspect and accept all equipment and supplies delivered to the site. The government will not perform any offloading, inspection and accepting for the contractor.

C. Storage: Provide temporary storage facilities for products if needed. Storage shall comply with the manufacturer’s instructions. The storage area shall permit access for inspection and handling.

D. Handling: Loading and unloading of products shall be protected from damage. Damaged products shall be replaced with new products; repairs shall not be acceptable.

END OF STATEMENT OF WORK

WASHITA NWR HQ ROOF REPLACEMENT

INTERIOR DISTRIBUTION SYSTEM 26 20 00

SECTION 26 05 19.00

INSULATED WIRE AND CABLE

PART 1: PRODUCTS

1.1 REFERENCES:

A. The publications listed below form a part of this specification to the extent referenced.

The publications are referred to within the text by the basic designation only.

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

ANSI/NEMA WC 71/ICEA S-96-659 (2014; R 2022) Standard for

Nonshielded Cables Rated 2001-5000 Volts for use in the Distribution of Electric Energy

NEMA WC 57 (2014) Standard for Control, Thermocouple

Extension, and Instrumentation Cables

NEMA WC 70 (2021) Power Cable Rated 2000 Volts or Less for the Distribution of Electrical Energy

NEMA WC 74/ICEA S-93-639 (2022) 5-46 kV Shielded Power

Cable for Use in the Transmission and Distribution of Electric Energy

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2023; ERTA 7 2023; TIA 23-15) National Electrical Code

UNDERWRITERS LABORATORIES (UL)

UL 83 (2017; Reprint Mar 2020) UL Standard for Safety Thermoplastic- Insulated Wires and Cables

1.2 SUBMITTALS

A. Government approval is required for submittals with a "G" classification. Submittals not having a "G" classification are for information only. Submit the following in accordance with SUBMITTAL PROCEDURES:

(1) SD-03 Product Data

Conductors;

1.3 DELIVERY, STORAGE, AND HANDLING

A. Furnish cables on reels or coils. Each cable and the outside of each reel or coil, must be plainly marked or tagged to indicate the cable length, voltage rating, conductor size, and manufacturer's lot number and reel number. Each coil or reel of cable must contain only one continuous cable without splices.

PART 2: PRODUCTS

2.1 MATERIALS

A. Furnish wire and cable in accordance with the requirements below, conforming to the detailed requirements specified herein.

(1) Rated Circuit Voltages: All power wire and cable must have minimum rated circuit voltages in accordance with NEMA WC 70, ANSI/NEMA WC 71/ICEA S-96-659, or NEMA WC 74/ICEA S-93-639 as applicable. Power wire and cable for circuit voltages rated 0-600 volts must be rated not less than 600 volts.

B. Conductors must conform to all the applicable requirements of NEMA WC 57, NEMA

WC 70, ANSI/NEMA WC 71/ICEA S-96-659, or NEMA WC 74/ICEA S-93-639 as applicable. Copper conductors must be annealed copper material and they may be bare, or tin- or lead-alloy-coated, if required by the type of insulation used.

(1) Size Minimum wire size must be as listed below.

No. 12 AWG for power circuits

C. Insulation

(1) Unless specified otherwise or required by NFPA 70, wires in conduit, other than service entrance, must be 600-volt, Type THHN conforming to UL 83. Insulation requirements for wire and cable rated less than 2,000 volts must meet the requirements of NEMA WC 70.

(2) The insulation thickness for each conductor must be based on its rated circuit voltage.

PART 3 EXECUTION

NOT USED.

END OF SECTION

SECTION 26 20 00

INTERIOR DISTRIBUTION SYSTEM

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM B1 (2013) Standard Specification for Hard-Drawn Copper

Wire

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE Stds Dictionary (2009) IEEE Standards Dictionary: Glossary of Terms & Definitions

INTERNATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

NETA ATS (2021) Standard for Acceptance Testing Specifications for Electrical Power Equipment and Systems

NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA)

NECA NEIS 1 (2015) Standard for Good Workmanship in Electrical Construction

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

ANSI C80.3 (2020) American National Standard for Electrical

Metallic Tubing (EMT)

NEMA WD 1 (1999; R 2020) Standard for General Color Requirements for Wiring Devices

NEMA WD 6 (2021) Wiring Devices Dimensions Specifications

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2023; ERTA 7 2023; TIA 23-15) National Electrical

Code

NFPA 70E (2024) Standard for Electrical Safety in the Workplace

UNDERWRITERS LABORATORIES (UL)

UL 5 (2016; Reprint Jul 2022) UL Standard for Safety Surface

Metal Raceways and Fittings

UL 50 (2024) UL Standard for Safety Enclosures for Electrical Equipment, Non-Environmental Considerations

UL 83 (2017; Reprint Mar 2020) UL Standard for Safety

Thermoplastic-Insulated Wires and Cables

UL 486A-486B (2018; Reprint Jul 2023) UL Standard for Safety Wire Connectors

UL 486C (2018; Reprint May 2021) UL Standard for Safety

Splicing Wire Connectors

UL 498 (2017; Reprint May 2023) UL Standard for Safety Attachment Plugs and Receptacles

UL 510 (2020; Dec 2022) UL Standard for Safety Polyvinyl

Chloride, Polyethylene and Rubber Insulating Tape

UL 514A (2013; Reprint Jun 2022) UL Standard for Safety Metallic Outlet Boxes

UL 514B (2012; Reprint Mar 2024) UL Standard for Safety

Conduit, Tubing and Cable Fittings

UL 797 (2007; Reprint Apr 2023) UL Standard for Safety Electrical Metallic Tubing -- Steel

UL 943 (2016; Reprint Sep 2023) UL Standard for Safety

Ground-Fault Circuit-Interrupters

1.2 DEFINITIONS

Unless otherwise specified or indicated, electrical and electronics terms used in these specifications, and on the drawings, are as defined in IEEE Stds Dictionary.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" classification. Submittals not having a "G" classification are for information only. Submit the following in accordance with SUBMITTAL PROCEDURES:

SD-03 Product Data

Receptacles;

Circuit Breakers;

SD-06 Test Reports

600-volt Wiring Test; G

Ground-fault Receptacle Test; G

Arc-fault Receptacle Test; G

1.4 QUALITY ASSURANCE

1.4.1 Regulatory Requirements

In each of the publications referred to herein, consider the advisory provisions to be mandatory, as though the word, "must" had been substituted for "should" wherever it appears.

Interpret references in these publications to the "authority having jurisdiction," or words of similar meaning, to mean the Contracting Officer. Provide equipment, materials, installation, and workmanship in accordance with NFPA 70 unless more stringent requirements are specified or indicated. NECA NEIS 1 shall be considered the minimum standard for workmanship.

1.4.2 Standard Products

Provide materials and equipment that are products of manufacturers regularly engaged in the production of such products which are of equal material, design and workmanship and:

a. Have been in satisfactory commercial or industrial use for 2 years prior to bid opening including applications of equipment and materials under similar circumstances and of similar size.

b. Have been on sale on the commercial market through advertisements, manufacturers' catalogs, or brochures during the 2-year period.

c. Where two or more items of the same class of equipment are required, provide products of a single manufacturer; however, the component parts of the item need not be the products of the same manufacturer unless stated in this section.

1.4.2.1 Alternative Qualifications

Products having less than a 2-year field service record will be acceptable if a certified record of satisfactory field operation for not less than 6000 hours, exclusive of the manufacturers' factory or laboratory tests, is furnished.

1.4.2.2 Material and Equipment Manufacturing Date

Products manufactured more than 3 years prior to date of delivery to site are not acceptable.

PART 2 PRODUCTS

2.1 MATERIALS AND EQUIPMENT

As a minimum, meet requirements of UL, where UL standards are established for those items, and requirements of NFPA 70 for all materials, equipment, and devices.

2.2 CONDUIT AND FITTINGS

Conform to the following:

2.2.1 Electrical, Zinc-Coated Steel Metallic Tubing (EMT)

UL 797, ANSI C80.3.

2.2.2 Fittings for Metal Conduit, EMT, and Flexible Metal Conduit

UL 514B. Ferrous fittings: cadmium- or zinc-coated in accordance with UL 514B.

2.2.2.1 Fittings for EMT

Die Cast compression type.

2.3 SURFACE RACEWAY

2.3.1 Surface Metal Raceway

UL 5.

2.4 OUTLET BOXES AND COVERS

UL 514A, cadmium- or zinc-coated, if ferrous metal.

2.5 CABINETS, JUNCTION BOXES, AND PULL BOXES

UL 50; volume greater than 100 cubic inches, NEMA Type 1 enclosure; sheet steel, hot-dip, zinc-coated. Where exposed to wet, damp, or corrosive environments, NEMA Type 3R.

2.6 WIRES AND CABLES

Provide wires and cables in accordance applicable requirements of NFPA 70 and UL for type of insulation, jacket, and conductor specified or indicated. Do not use wires and cables manufactured more than 24 months prior to date of delivery to site.

2.6.1 Conductors

Provide the following:

a. Conductor sizes and capacities shown are based on copper, unless indicated otherwise.

c. Conductors No. 10 AWG and smaller diameter: solid.

d. All conductors: copper.

2.6.2 Color Coding

Provide color coding for branch circuit conductors.

2.6.2.1 Ground and Neutral Conductors

Provide color coding of ground and neutral conductors as follows:

a. Grounding conductors: Green.

b. Neutral conductors: White.

c. Exception, where neutrals of more than one system are installed in same raceway or box, other neutrals color coding: white with a different colored (not green) stripe for each.

2.6.3 Insulation

Unless specified or indicated otherwise or required by NFPA 70, provide power wires rated for 600-volts,Type THHN conforming to UL 83, except that grounding wire may be type TW conforming to UL 83.

2.6.4 Bonding Conductors

ASTM B1, solid bare copper wire for sizes No. 8 AWG and smaller diameter;

2.7 SPLICES AND TERMINATION COMPONENTS

UL 486A-486B for wire connectors and UL 510 for insulating tapes. Connectors for No. 10 AWG and smaller diameter wires: insulated, pressure-type in accordance with UL 486A- 486B or UL 486C (twist-on splicing connector).

2.8 DEVICE PLATES

a. UL listed, one-piece device plates for outlets to suit the devices installed.

b. For metal outlet boxes, plates on unfinished walls: zinc-coated sheet steel or cast metal having round or beveled edges.

c. Screws: machine-type with countersunk heads in color to match finish of plate.

g. Sectional type device plates are not be permitted.

2.9 RECEPTACLES

a. UL 498, general purpose specification grade, grounding-type. Residential grade receptacles are not acceptable.

b. Ratings and configurations: as indicated.

c. Bodies: white as per NEMA WD 1.

d. Face and body: thermoplastic supported on a metal mounting strap.

e. Dimensional requirements: per NEMA WD 6.

f. Screw-type, side-wired wiring terminals or of the solderless pressure type having suitable conductor-release arrangement.

g. Grounding pole connected to mounting strap.

h. The receptacle: containing triple-wipe power contacts and double or triple-wipe ground contacts.

2.9.1 Ground-Fault Circuit Interrupter Receptacles

UL 943, duplex type for mounting in standard outlet box. Provide device capable of detecting current leak when the current to ground is 6 milliamperes or higher, and tripping per requirements of UL 943 for Class A ground-fault circuit interrupter devices. Provide screw-type, side-wired wiring terminals or pre-wired (pigtail) leads.

2.10 FIRESTOPPING MATERIALS

Provide firestopping around electrical penetrations in accordance with Section 07 84 00

FIRESTOPPING.

PART 3 EXECUTION

3.1 INSTALLATION

Electrical installations, including weatherproof and hazardous locations and ducts, plenums and other air-handling spaces: conform to requirements of NFPA 70 and to requirements specified herein.

3.1.1 Wiring Methods

Provide insulated conductors installed in EMT, except where specifically indicated or specified otherwise or required by NFPA 70 to be installed otherwise. Grounding conductor:

separate from electrical system neutral conductor. Provide insulated green equipment grounding conductor for circuit(s) installed in conduit and raceways. Shared neutral, or multi-wire branch circuits, are not permitted. Firestop conduit which penetrates fire-rated walls, fire-rated partitions, or fire-rated floors in accordance with Section 07 84 00 FIRESTOPPING.

3.1.1.1 Pull Wire

Install pull wires in empty conduits. Pull wire: plastic having minimum 200-pound force tensile strength. Leave minimum 36 inches of slack at each end of pull wire.

3.1.2 Conduit Installation

Unless indicated otherwise, conceal conduit within finished walls, ceilings, and floors. Keep conduit minimum 6 inches away from parallel runs of flues and steam or hot water pipes.

Install conduit parallel with or at right angles to ceilings, walls, and structural members where located above accessible ceilings and where conduit will be visible after completion of project.

3.1.2.1 Restrictions Applicable to EMT

a. Do not install underground.

b. Do not encase in concrete, mortar, grout, or other cementitious materials.

c. Do not use in areas subject to physical damage including but not limited to equipment rooms where moving or replacing equipment could physically damage the EMT.

d. Do not use in hazardous areas.

e. Do not use outdoors.

3.1.2.2 Conduit Support

Support conduit by pipe straps, wall brackets, threaded rod conduit hangers, or ceiling trapeze.

Plastic cable ties are not acceptable. Fasten by wood screws to wood; by toggle bolts on hollow masonry units; by concrete inserts or expansion bolts on concrete or brick; and by machine screws, welded threaded studs, or spring-tension clamps on steel work. Threaded C-clamps may be used on rigid steel conduit only. Do not weld conduits or pipe straps to steel structures. Do not exceed one-fourth proof test load for load applied to fasteners. Provide vibration resistant and shock-resistant fasteners attached to concrete ceiling. Do not cut main reinforcing bars for any holes cut to depth of more than 1 1/2 inches in reinforced concrete beams or to depth of more than 3/4 inch in concrete joints. Fill unused holes. In partitions of light steel construction, use sheet metal screws. In suspended-ceiling construction, run conduit above ceiling. Do not support conduit by ceiling support system. Conduit and box systems:

supported independently of both (a) tie wires supporting ceiling grid system, and (b) ceiling grid system into which ceiling panels are placed. Do not share supporting means between electrical raceways and mechanical piping or ducts. Identify independent conduit support in both fire and non-fire rated assemblies per NFPA 70. Coordinate installation with above-ceiling mechanical systems to assure maximum accessibility to all systems. Spring-steel fasteners may be used for lighting branch circuit conduit supports in suspended ceilings in dry locations.[ Support exposed risers in wire shafts of multistory buildings by U-clamp hangers at each floor level and at 10 foot maximum intervals.] Where conduit crosses building expansion joints, provide suitable[ watertight] expansion fitting that maintains conduit electrical continuity by bonding jumpers or other means. For conduits greater than 2 1/2 inches inside diameter, provide supports to resist forces of 0.5 times the equipment weight in any direction and 1.5 times the equipment weight in the downward direction.

3.1.2.3 Directional Changes in Conduit Runs

Make changes in direction of runs with symmetrical bends or cast-metal fittings. Make field-made bends and offsets with hickey or conduit-bending machine. Do not install crushed or deformed conduits. Avoid trapped conduits. Prevent plaster, dirt, or trash from lodging in conduits, boxes, fittings, and equipment during construction. Free clogged conduits of obstructions.

3.1.2.4 Locknuts and Bushings

Fasten conduits to sheet metal boxes and cabinets with two locknuts where required by NFPA 70, where insulated bushings are used, and where bushings cannot be brought into firm contact with the box; otherwise, use at least minimum single locknut and bushing. Provide locknuts with sharp edges for digging into wall of metal enclosures. Install bushings on ends of conduits, and provide insulating type where required by NFPA 70.

3.1.3 Boxes, Outlets, and Supports

Provide boxes in wiring and raceway systems wherever required for pulling of wires, making connections, and mounting of devices or fixtures. Boxes for metallic raceways: cast-metal, hub-type when surface mounted on interior walls exposed up to 7 feet above floors and walkways and when specifically indicated. Provide each box with volume required by NFPA 70 for number of conductors enclosed in box. Boxes for use in masonry-block or tile walls:

square-cornered, tile-type, or standard boxes having square-cornered, tile-type covers. Fasten boxes and supports with wood screws on wood, with bolts and expansion shields on concrete or brick, with toggle bolts on hollow masonry units, and with machine screws or welded studs on steel. In open overhead spaces, cast boxes threaded to raceways need not be separately supported except where used for fixture support; support sheet metal boxes directly from building structure or by bar hangers. Where bar hangers are used, attach bar to raceways on opposite sides of box, and support raceway with approved-type fastener maximum 24 inches from box. When penetrating reinforced concrete members, avoid cutting reinforcing steel.

3.1.3.1 Boxes

Boxes for use with raceway systems: minimum 1 1/2 inches deep, except where shallower boxes required by structural conditions are approved. Boxes for other than lighting fixture outlets: minimum 4 inches square, except that 4 by 2 inch boxes may be used where only one raceway enters outlet.

3.1.3.2 Pull Boxes

Construct of at least minimum size required by NFPA 70 of code-gauge aluminum or galvanized sheet steel, except where cast-metal boxes are required in locations specified herein. Provide boxes with screw-fastened covers. Where several feeders pass through common pull box, tag feeders to indicate clearly electrical characteristics, circuit number, and panel designation.

3.1.4 Conductor Identification

Provide conductor identification within each enclosure where tap, splice, or termination is made. For conductors No. 6 AWG and smaller diameter, provide color coding by factory-applied, color-impregnated insulation.

3.1.5 Splices

Make splices in accessible locations. Make splices in conductors No. 10 AWG and smaller diameter with insulated, pressure-type connector.

3.1.6 Electrical Penetrations

Seal openings around electrical penetrations through fire resistance-rated walls, partitions, floors, or ceilings in accordance with Section 07 84 00 FIRESTOPPING.

3.1.7 Grounding and Bonding

Provide in accordance with NFPA 70. Ground exposed, non-current-carrying metallic parts of electrical equipment, metallic raceway systems, grounding conductor in metallic raceways, and neutral conductor of wiring systems. Where ground fault protection is employed, ensure that connection of ground and neutral does not interfere with correct operation of fault protection.

3.1.8 Repair of Existing Work

Perform repair of existing work, demolition, and modification of existing electrical distribution systems as follows:

3.1.8.1 Workmanship

Lay out work in advance. Exercise care where cutting, channeling, chasing, or drilling of floors, walls, partitions, ceilings, or other surfaces is necessary for proper installation, support, or anchorage of conduit, raceways, or other electrical work. Repair damage to buildings, piping, and equipment using skilled craftsmen of trades involved.

3.1.8.2 Continuation of Service

Maintain continuity of existing circuits of equipment to remain. Maintain existing circuits of equipment energized. Restore circuits wiring and power which are to remain but were disturbed during demolition back to original condition.

3.2 FIELD FABRICATED NAMEPLATE MOUNTING

Provide number, location, and letter designation of nameplates as indicated. Fasten nameplates to the device with a minimum of two sheet-metal screws or two rivets. Provide nameplate on all equipment in access controlled spaces and areas.

3.3 WARNING SIGN MOUNTING

Provide the number of signs required to be readable from each accessible side. Space the signs in accordance with NFPA 70E.

3.4 FIELD QUALITY CONTROL

Furnish test equipment and personnel and submit electronic copies of test results. Where applicable, test electrical equipment in accordance with NETA ATS.

3.4.1 600-Volt Wiring Test

Test wiring rated 600 volt and less to verify that no short circuits or accidental grounds exist.

3.4.2 Ground-Fault Receptacle Test

Test ground-fault receptacles with a "load" (such as a plug in light) to verify that the "line" and "load" leads are not reversed. Press the TEST button and then the RESET button to verify by LED status that the device is a self-test model as specified in UL 943.

3.4.3 Arc-Fault Receptacle Test

Test arc-fault receptacles with a "load" (such as a plug in light) to verify that the "line" and "load" leads are not reversed. Press the TEST button and then the RESET button to verify by LED status that the device is a self-test model as specified in UL 1699.

-- End of Section --

UNITED STATES DEPARTMENT OF THE INTERIOR

U. S. FISH & WILDLIFE SERVICE

WASHITA NATIONAL WILDLIFE REFUGE

CUSTER COUNTY OKLAHOMA

2024 HQ ELECTRICAL ADDITION

ASSET NO: xxxxx

NWASHITA

NWR, OK

WASHITA

NATIONAL WILDLIFE

REFUGE

N

BUTLER

FOSS

STATE

PARK

Closed to baots October 15- March 14

Buoy Line

EO960

Soldier

Creek

Soldier Creek

Litt le

Lakeview Rec. Area

Pitts Creek Rec. Area

Owl Cove Rec. Area

Turkey Flats Rec. Area

Riverside Rec. Area

Centennial Rec. Area

McClure Rec. Area

Refuge Headquaters

FOSS

RESERVOIR

POWER PLAN

3/16" = 1'-0"

PANELBOARD LP1 LOCATION

PANELBOARD LP1

"General Decision Number: OK20240008 01/05/2024

Superseded General Decision Number: OK20230008

State: Oklahoma

Construction Type: Residential

Counties: Alfalfa, Beaver, Beckham, Blaine, Caddo, Cimarron, Custer, Dewey, Ellis, Garfield, Grant, Harper, Kay, Kingfisher, Major, Noble, Roger Mills, Texas, Washita, Woods and Woodward Counties in Oklahoma.

RESIDENTIAL CONSTRUCTION PROJECTS (consisting of single family homes and apartments up to and including 4 stories), Excluding incidential utility work in Logan County only

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

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

|If the contract is entered |. 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 must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2024. | |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: | $12.90 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2024. |

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

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

8/14/24, 1:12 PM SAM.gov https://sam.gov/wage-determination/OK20240008/0 1/5

Modification Number Publication Date 0 01/05/2024

SUOK1997-003 09/01/1997

Rates Fringes

Air Conditioning & Heating Mechanic.........................$ 8.00 **

BRICKLAYER.......................$ 8.00 **

CARPENTER........................$ 7.25 **

CEMENT MASON/CONCRETE FINISHER...$ 8.00 **

DRYWALL HANGER...................$ 8.00 **

ELECTRICIAN......................$ 7.25 **

Laborers:

Laborers....................$ 7.25 ** Mason tenders...............$ 7.25 ** Mortar mixers...............$ 7.25 **

PAINTER: Brush Only.............$ 7.25 **

PLUMBER..........................$ 7.25 **

ROOFER...........................$ 7.25 **

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

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.20) or 13658 ($12.90). Please see the Note at the top of the wage determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the 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 has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is 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 the EO is available at https://sam.gov/wage-determination/OK20240008/0 2/5 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 contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 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. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the https://sam.gov/wage-determination/OK20240008/0 3/5 classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment 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…