36C10F26R0084_1.docx

653-105, Seismic Retrofit Building 16

1. SOLICITATION NUMBER

2. TYPE OF SOLICITATION

3. DATE ISSUED

PAGE OF PAGES

4. CONTRACT NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

6. PROJECT NUMBER

7. ISSUED BY

CODE

8. ADDRESS OFFER TO

a. NAME

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date) 12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

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

12b. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

STANDARD FORM 1442 (REV. 8/2014)

STANDARD FORM 1442

Prescribed by GSA-FAR (48 CFR) 52.236-1(d)

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

SOLICITATION

SOLICITATION

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".

SEALED BID (IFB)

NEGOTIATED (RFP)

11. The Contractor shall begin performance within ____________ calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory negotiable. (See _____________________________).

YES

NO

a.

Sealed offers in original and ___________________copies to perform the work required are due at the place specified in Item 8 by _____________ (hour) local time _____________________ (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, the date and time offers are due.

b.

An offer guarantee is, is not required.

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 _______________________ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

36C10F26R0084 X 11-10-2026 653-105 003C4 Department of Veterans Affairs Office of Construction and Facilities Management (00CFM3B) 1800 G St NW Ste 416-B Washington

DC

20006 See Block 7

Andrew Page 615-710-5742 Design-Bid-Build Construction for Project Number 653-105, Seismic Retrofit and Renovate B16 located on the campus of the Roseburg VA Medical Center (VAMC) in Roseburg, OR.

This solicitation is being issued as a Design-Bid-Build procurement (Reference Revolutionary FAR Overhaul Subparts 36.1 and 36.2). One Firm-Fixed-Price (FFP) contract will be awarded.

This is a 100% Service-Disabled Veteran-Owned (SDVOSB) set-aside acquisition utilizing NAICS code 236220 with a size standard of $45M. In accordance with VAAR 864.204, the estimated magnitude of construction for this project is between $10-20M.

SEE PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS, BASIS OF AWARD, AND EVALUATION CRITERIA.

Requests for Information Due Date: 5pm Pacific on November 20, 2026.

Proposal Due Date: 1pm Pacific on December 10, 2026.

A site visit will be held on November 17, 2026 at 2pm Pacific.

Site visit location is 913 NW Garden Valley Blvd, Roseburg,OR 97471, Building 16 Auditorium

X X 52.211-10 X 13:00

PDT

12-10-2026 X

14. NAME AND ADDRESS OF OFFEROR

15. TELEPHONE NUMBER

16. REMITTANCE ADDRESS

CODE

FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of the solicitation, if this offer is accepted by the Government in writing within __________ calendar days after the date offers are due.

AMOUNTS

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

19. ACKNOWLEDGMENT OF AMENDMENTS

AMENDMENT

NUMBER

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER 20b. SIGNATURE 20c. OFFER DATE

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c)( 41 U.S.C. 3304(a) (

26. ADMINISTERED BY

27. PAYMENT WILL BE MADE BY

PHONE:

FAX:

28. NEGOTIATED AGREEMENT

29. AWARD

Your Contractor agrees offer on this solicitation is hereby accepted as to the items listed. This to furnish and deliver all items or perform all work requirements identified award consummates the contract, which consists of (a) the Government on this form and any continuation sheets for the consideration stated in solicitation and your offer, and (b) this contract award. No further cont-this contract. The rights and obligations of the parties to this contract ractual document is necessary.

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.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31a. NAME OF CONTRACTING OFFICER

TO SIGN

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

BY

OFFER

AWARD

STANDARD FORM 1442 (REV. 8/2014) BACK

(Include ZIP Code) (Include area code) (Include only if different than Item 14.)

(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.)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each) (Type or print) (4 copies unless otherwise specified) (Type or print) (Type or print) (Contractor is required to sign this document and return _______ copies to issuing office.)

(Contractor is not required to sign this document.)

(Must be fully completed by offeror) (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

101F Department of Veterans Affairs Office of Construction and Facilities Management 425 I Street NW Washington

DC

20001 Department of Veterans Affairs

FMS-VA-2(101)

Financial Services Center PO Box 149971 Austin

TX

78714-9971

Table of Contents

A.3 PRICE/COST SCHEDULE

ITEM INFORMATION

All work necessary to complete the entire project as indicated in the scope of work, drawings, specifications and any references, appendices, or addendums.

Contract Period: Base POP Begin:

POP End:

1.00

Completion of Chapel and Conference Wing new construction first, as defined per specifications paragraph 1.3 Contract Period: Option 1 POP Begin:

POP End:

Page 1 of Page 1 of

INFORMATION REGARDING BIDDING MATERIAL, BID GUARANTEE AND BONDS

36C10F26R0084

INSTRUCTIONS, CONDITIONS AND OTHER STATEMENTS TO BIDDERS/OFFERORS

Page 1 of

Page 1 of

Statement of Work

Project Title: 653-105, Seismic Retrofit Building 16

Statement of Work The project is in Building 16 which houses the chapel/auditorium on the Roseburg VAMC campus. This project includes a full seismic retrofit of the 16,569 square foot (GSF) building. The Contractor will provide all labor, materials and equipment for the demolition and construction services needed to complete this project. All work will meet SOW, drawings, and specification requirements as well as any applicable manufacturer’s recommended installation procedures.

Design Alternates

1. N/A

Performance Period and Operational Constraints The contractor shall complete the work required under this Statement of Work (SOW). Unless otherwise directed by the Contracting Officer, the contractor shall complete the submittal phase within 90 days after provided the Limited Notice To Proceed (LNTP) followed by the construction phase within 475 days after provided the Notice To Proceed (NTP). All work is to be performed during normal working hours (7:00 am to 4:30 pm, Monday-Friday) unless approved in writing by the VAMC Facilities Management Services (FMS). Work at the government site shall not take place on Federal holidays unless directed by the Contracting Officer. This contract requires phasing of the work in accordance with the project plans and specifications. The General Contractor’s employees shall not enter the project site without appropriate authorization from the VAMC FMS Service (up to and including the issuing of security badging via the Roseburg VA Police Department). The contractors and all their staff shall sign-in/out at a location to be determined by Roseburg VA Engineering staff. Contractor shall refer to the section below titled Deliverable(s) as well as the project plans and specifications for additional constraints and requirements.

Task(s) This project shall include the following construction items (this list is generalized and shall not be considered all-inclusive nor perfectly sequenced):

1. Remove existing interior clay tile partition walls and replace with metal stud and gypsum board walls. Seismically upgrade all the exterior walls with concrete or steel stongback stud wall.

2. Remove and replace HVAC unit under the stage.

3. Remove existing doors and frames in existing demolished walls and refinish, reinstall or replace as scheduled.

4. Remove and replace ceilings as shown.

5. Add lift to access stage in auditorium. Abate and replace vat flooring in corridors. Abate all asbestos and lead paint, specifically as noted in the basement.

6. Remove non-historical storage room on the north patio.

7. Remove clay tile roofing over the auditorium. Provide new synthetic tile roofing. Salvage all removed, unbroken clay tiles and palletize for delivery and storage by the owner.

8. Remove and replace three (3) metal stairs to fit around seismic upgrades on walls.

9. Provide new light fixtures as scheduled.

10. Exterior columns: At all exterior wood columns – remove and replace all damaged and rotted pieces. Lightly sand rough faces and edges. Re-paint.

11. Clean out all integral gutters, scuppers and downspouts. Replace rotted wood pieces and repaint. Replace all deteriorated metal and metal debris screens, or install where they are missing.

12. Clean all clay tile on roof areas to remain.

Deliverable(s)

The Contractor shall:

1. Prior to the commencement of any construction activity, submit a construction schedule to the CO/COR. The schedule shall be approved in writing by the CO/COR before to the start of work.

2. Prior to the ordering of any equipment or materials, submit shop drawings to both the AE and the CO/COR in accordance with the specifications and submittal register. All shop drawings shall be approved by the AE and the CO/COR before any procurement begins. Anything ordered ahead of an approved submittal will be at the contractor’s own liability and not subject to guaranteed payment/reimbursement by the Government.

3. Prior to the commencement of any construction activity, submit a Contractor Accident Prevention (APP) Plan in accordance with the specifications. This shall include Activity Hazard Analyses (AHA’s) in advance of any work which may pose a particularly significant hazard to Contractor or subcontractor employees, VA staff or facilities or patient care operations.

4. Prior to the commencement of any construction activity, submit a Contractor Quality Control (CQC) Plan in accordance with the specifications.

5. After the start of construction, attend a weekly OAC meeting with the COR to discuss progress, upcoming work/needs and issues faced on the project. An email covering the items discussed at each weekly OAC meeting shall be provided to the CO and COR after the conclusion of the meeting.

6. After the start of construction, provide a daily report of construction-related details to the COR. The report shall be in the form of VA 6131 / OMB No. 2900-0208 or an equivalent approved by the COR.

7. After the start of construction, submit written requests for shutdowns, interruptions and outages to the COR at least (21) days in advance of need. These requests shall apply to any required shutdown, interruption or outage of any campus utility, surface feature, building/space or campus amenity to facilitate the project work. No shutdown shall ever proceed without prior written approval from the COR. Contractor shall refer to the project specifications for more information.

8. After the start of construction, submit permit requests (as needed) to the COR for all required “hot work”. Examples of “hot work” are; welding, soldering, brazing, grinding, torch-cutting or any other work which is capable of producing sparks or flame. The hot work permit request template will be provided to the Contractor by the COR prior to the start of work. Hot work without an approved permit is prohibited.

9. After the start of construction, submit “lift plans” (as needed) to the COR for all required crane or hoisting work at least (21) days in advance of need. The “lift plan” template will be provided to the Contractor by the COR prior to the start of work. Working with elevated loads without an approved lift plan is prohibited.

10. After the start of construction, submit confined space entry permit requests (as needed) to the COR for all required confined space entry work at least (21) days in advance of need. The entry permit template will be provided to the Contractor by the COR prior to the start of work. Working in confined spaces without an approved permit is prohibited.

11. Submit a written request to conduct a final project walkthrough at least (14) days before the proposed inspection date.

12. Submit final “redlines” and plan markups for all field-administered changes to the AE for the purpose of as-built/record drawing generation in accordance with the specifications.

13. Submit all maintenance and operations information (model numbers, serial numbers, owner’s manuals, wiring diagrams, etc.) for all equipment installed prior to project closeout in accordance with the specifications. Information shall include all warranty details.

14. Submit all deliverables which are required by the contract, plans or specifications, but not specifically identified within this list.

Requirements of the Project:

Seismic Retrofit Building 16 In Accordance With:

Drawings: GI003 - B16 COVER

GI013 - CODE PLANS

HM-004 - HAZARDOUS MATERIALS REMEDIATION - CRAWL SPACE

HM-005 - HAZARDOUS MATERIALS REMEDIATION - FIRST FLOOR

HM-006 - HAZARDOUS MATERIALS REMEDIATION - SECOND FLOOR

S-001 - GENERAL STRUCTURAL NOTES

S-101 - FOUNDATION PLAN

S-102 - FIRST FLOOR FRAMING PLAN

S-103 - SECOND FLOOR FRAMING PLAN

S-104 - ATTIC FRAMING PLAN

S-105 - ROOF FRAMING PLAN

S-201 - SHEAR WALL ELEVATIONS

S-202 - SHEAR WALL ELEVATIONS

S-203 - SHEAR WALL ELEVATIONS

S-204 - SHEAR WALL ELEVATIONS

S-205 - SHEAR WALL ELEVATIONS

S-206 - UPGRADE ELEVATIONS

S-207 - UPGRADE ELEVATIONS

S-208 - SHEAR WALL ELEVATIONS

S-209 - SHEAR WALL ELEVATIONS

S-210 - SHEAR WALL ELEVATIONS

S-211 - SHEAR WALL ELEVATIONS

S-212 - SHEAR WALL ELEVATIONS

S-213 - SHEAR WALL ELEVATIONS

S-214 - SHEAR WALL ELEVATIONS

S-215 - SHEAR WALL ELEVATIONS

S-301 - BUILDING SECTIONS

S-501 - CONCRETE DETAILS

S-502 - CONNECTION DETAILS

S-503 - CONNECTION DETAILS

S-510 - FOUNDATION DETAILS

S-511 - FOUNDATION DETAILS

S-512 - FOUNDATION DETAILS

S-520 - FRAMING DETAILS

S-521 - FRAMING DETAILS

S-530 - ROOF FRAMING DETAILS

S-531 - ROOF FRAMING DETAILS

S-532 - AUDITORIUM ROOF DETAILS

S-533 - AUDITORIUM ROOF DETAILS

S-540 - CONCRETE DETAILS

S-550 - STEEL DETAILS

S-551 - DETAILS

S-560 - WOOD DETAILS

S-590 - METAL FRAMING DETAILS

AD103 - BASEMENT DEMOLITION PLAN

AD113 - FIRST FLOOR DEMOLITION PLAN

AD114 - B16 FIRST FLOOR RCP - DEMOLITION

AD123 - SECOND FLOOR DEMOLITION PLAN

AD124 - B16 SECOND FLOOR RCP - DEMOLITION

AD133 - ATTIC DEMOLITION

A-103 - B16 BASEMENT FLOOR PLANS

A-113 - B16 FIRST FLOOR PLAN

A-123 - B16 SECOND FLOOR PLAN

A-133 - ATTIC PLAN

A-143 - ROOF PLAN

A-201 - EXTERIOR ELEVATIONS

A-301 - BUILDING SECTIONS

A-302 - BUILDING SECTIONS

A-303 - BUILDING SECTIONS

A-304 - BUILDING SECTIONS

A-305 - BUILDING SECTIONS

A-306 - BUILDING SECTIONS

A-413 - ENLARGED TOILET ROOM PLANS AND ELEVATIONS

A-423 - ENLARGED SECOND FLOOR PLANS

A-500 - PLAN DETAILS

A-501 - AUDITORIUM VESTIBULE ENTRY DETAILS

A-502 - AUDITORIUM WINDOW ELEVATIONS

A-503 - METAL STAIRS PLANS AND DETAILS

A-504 - METAL STAIR PLANS AND DETAILS

A-505 - PALLADIAN WINDOWS

A-601 - WINDOW and WALL TYPES AND DETAILS

A-602 - DOOR SCHEDULE

A-603 - EXISTING DOOR TYPES AND SCHEDULES

A-604 - FINISH SCHEDULES AND DETAILS

A-801 - INTERIOR ELEVATIONS

A-802 - INTERIOR ELEVATIONS

A-803 - INTERIOR ELEVATIONS

A-804 - INTERIOR ELEVATIONS

A-805 - INTERIOR ELEVATIONS

A-806 - INTERIOR ELEVATIONS

AW600 - SIGNAGE

AI101 - BASEMENT FINISH PLAN

AI102 - FIRST FLOOR FINISH PLAN

AI103 - SECOND FLOOR FINISH PLAN

AI104 - COLOR PALLETTE

FX003 - FIRE PROTECTION GENERAL NOTES AND LEGEND

FXD103 - B16 FIRE PROTECTION DEMOLITION - BASEMENT FLOOR PLAN

FXD113 - B16 FIRE PROTECTION DEMOLITION - FIRST FLOOR PLAN

FXD123 - B16 FIRE PROTECTION DEMOLITION - SECOND FLOOR PLAN

FXD133 - B16 FIRE PROTECTION DEMOLITION - ATTIC PLAN

FX103 - B16 FIRE SPRINKLER - BASEMENT FLOOR PLAN

FX113 - B16 FIRE SPRINKLER - FIRST FLOOR PLAN

FX123 - B16 FIRE SPRINKLER - SECOND FLOOR PLAN

FX133 - B16 FIRE SPRINKLER - ATTIC PLAN

FA003 - B16 FIRE ALARM GENERAL NOTES AND LEGEND

FAD103 - B16 FIRE ALARM DEMOLITION - BASEMENT FLOOR PLAN

FAD113 - B16 FIRE ALARM DEMOLITION - FIRST FLOOR PLAN

FAD123 - B16 FIRE ALARM DEMOLITION - SECOND FLOOR PLAN

FAD133 - B16 FIRE ALARM DEMOLITION - ATTIC PLAN

FA103 - B16 FIRE ALARM - BASEMENT FLOOR PLAN

FA113 - B16 FIRE ALARM - FIRST FLOOR PLAN

FA123 - B16 FIRE ALARM - SECOND FLOOR PLAN

FA133 - B16 FIRE ALARM - ATTIC PLAN

M-001 - GENERAL NOTES, LEGEND, ABBREVIATIONS, & SHEET INDEX

MD-111 - FIRST FLOOR AND SECOND FLOOR MECHANICAL DEMO PLANS

M-110 - CRAWL SPACE MECHANICALPLAN

M-111 - FIRST & SECOND FLOOR MECHANICAL PLAN

M-210 - CRAWL SPACE PLUMBING PLAN

M-400 - CRAWL SPACE MECHANICAL ENLARGED PLANS

M-501 - MECHANICAL DETAILS

M-502 - MECHANICAL DETAILS

M-601 - MECHANICAL SCHEDULES

M-801 - MECHANICAL CONTROLS

EG003 - GENERAL NOTES, LEGEND, ABBREVIATIONS, & SHEET INDEX

ED103 - BASEMENT DEMOLITION PLAN

ED113 - FIRST FLOOR DEMOLITION PLAN

ED123 - SECOND FLOOR DEMOLITION PLAN

ED133 - ATTIC DEMOLITION PLAN

EL113 - ELECTRICAL LIGHTING - FIRST FLOOR PLAN

EL123 - ELECTRICAL LIGHTING - SECOND FLOOR PLAN

EL133 - ELECTRICAL LIGHTING - ATTIC PLAN

EP103 - ELECTRICAL POWER - GROUND FLOOR PLAN

EP113 - ELECTRICAL POWER - FIRST FLOOR PLAN

EP123 - ELECTRICAL POWER - SECOND FLOOR PLAN

EP133 - ELECTRICAL POWER - ATTIC PLAN

EL603 - ELECTRICAL LIGHTING - SCHEDULES

EL604 - B16 ELECTRICAL LIGHTING SCHEDULE

EP623 - ELECTRICAL ONE-LINE DIAGRAM

EP624 - ELECTRICAL NEW ONE-LINE DIAGRAM

EP625 - B16 ELECTRICAL PANEL SCHEDULES

EP626 - B16 ELECTRICAL PANEL SCHEDULES

Specifications: 01 00 00 - General Requirements 01 32 16.15 - Project Schedules (Small Projects – Design/Bid/Build 01 33 23 - Shop Drawings, Product Data, and Samples 01 35 26 - Safety Requirements for Major Projects 01 42 19 - Reference Standards 01 45 00 - Quality Control 01 45 29 - Testing Laboratory Services 01 45 35 - Special Inspections 01 57 19 - Temporary Environmental Controls 01 74 19 - Construction Waste Management 01 81 13 - Sustainable Construction Requirements 01 91 00 - General Commissioning Requirements 02 41 00 - Demolition 02 82 11 - Traditional Asbestos Abatement 02 83 33.13 - Lead-Based Paint Removal and Disposal 03 30 53 - (Short-Form) Cast-in-Place Concrete 03 37 13 - Shotcrete 04 05 13 - Masonry Mortaring 04 20 00 - Unit Masonry 05 12 00 - Structural Steel Framing 05 40 00 - Cold-Formed Metal Framing 05 50 00 - Metal Fabrications 05 51 00 - Metal Stairs 06 10 00 - Rough Carpentry 06 20 00 - Finish Carpentry 07 01 50.19 Preparation for Re-Roofing 07 21 13 - Thermal Insulation 07 27 26 - Fluid-Applied Membrane Air Barrier, Vapor Retarding 07 32 13.13 - Synthetic Roof Tiles 07 60 00 - Flashing and Sheet Metal 07 72 00 - Roof Accessories 07 84 00 - Firestopping 07 92 00 - Joint Sealants 08 11 13 - Hollow Metal Doors and Frames 08 14 00 - Interior Wood Doors 08 31 13 - Access Doors and Frames 08 51 13 - Aluminum Windows 08 71 00 - Door Hardware 08 71 13 - Automatic Door Operators 08 80 00 - Glazing 08 90 00 - Louvers and Vents 09 05 16 - Subsurface Preparation for Floor Finishes 09 22 16 - Non-Structural Metal Framing 09 23 00 - Gypsum Plastering 09 29 00 - Gypsum Board 09 30 13 - Ceramic/Porcelain Tiling 09 51 00 - Acoustical Ceilings 09 65 13 - Resilient Base and Accessories 09 65 16 – Resilient Sheet Flooring 09 65 19 - Resilient Tile Flooring 09 68 00 - Carpeting 09 91 00 - Painting 10 14 00 - Signage 10 21 13 - Toilet Compartments 10 26 00 - Wall and Door Protection 10 28 00 - Toilet, Bath, and Laundry Accessories 10 44 13 - Fire Extinguisher Cabinets 12 24 00 - Window Shades 12 61 00 - fixed auditorium seating 13 05 41 - Seismic Restraint Requirements for Non-Structural Components 14 42 50 - Wheel Chair Lifts 21 08 00 - Commissioning of Fire Suppression System 21 13 13 - Wet-Pipe Sprinkler Systems 22 05 11 - Common Work Results for Plumbing 22 05 23 - General-Duty Valves for Plumbing Piping 22 07 11 - Plumbing Insulation 22 08 00 - Commissioning of Plumbing Systems 22 11 00 - Facility Water Distribution 22 13 00 - Facility Sanitary and Vent Piping 22 40 00 - Plumbing Fixtures 23 05 11 - Common Work Results for HVAC 23 05 12 - General Motor Requirements for HVAC and Steam Generation Equipment 23 05 41 - Noise and Vibration Control for HVAC Piping and Equipment 23 05 93 - Testing, Adjusting, and Balancing for HVAC 23 07 11 - HVAC Insulation 23 08 00 - Commissioning of HVAC Systems 23 09 23 - Direct-Digital Control System for HVAC 23 21 13 - Hydronic Piping 23 21 23 - Hydronic Pumps 23 22 13 - Steam and Condensate Heating Piping 23 25 00 - HVAC Water Treatment 23 31 00 - HVAC Ducts and Casings 23 73 00 - Indoor Central-Station Air-Handling Units 23 82 16 - Air Coils 26 05 11 - Requirements for Electrical Installations 26 05 19 - Low-Voltage Electrical Power Conductors and Cables 26 05 26 - Grounding and Bonding for Electrical Systems 26 05 33 - Raceway and Boxes for Electrical Systems 26 05 73 - Overcurrent Protective Device Coordination Study 26 08 00 - Commissioning of Electrical Systems 26 09 23 - Lighting Controls 26 24 16 - Panelboards 26 27 26 - Wiring Devices 26 29 11 - Motor Controllers 26 29 21 - Enclosed Switches and Circuit Breakers 26 51 00 - Interior Lighting 26 56 00 - Exterior Lighting 27 05 11 - Requirements for Communications Installations 27 05 26 - Grounding and Bonding for Communications Systems 27 05 33 - Raceways and Boxes for Communications Systems 27 08 00 - Commissioning of Communications Systems 27 10 00 - Control, Communication and Signal Wiring 27 11 00 - Telecommunications Room Fittings 27 15 00 - Communications Structured Cabling 27 51 16 - Public Address and Mass Notification Systems 28 05 00 - Common Work Results for Electronic Safety and Security 28 05 13 - Conductors and Cables for Electronic Safety and Security 28 05 28.33 - Conduits and Backboxes for Electronic Safety and Security 28 08 00 - Commissioning of Electronic Safety and Security Systems 28 13 00 - Physical Access Control System 28 23 00 - Video Surveillance 28 31 00 - Fire Detection and Alarm 31 20 11 - Earthwork (Short Form)

Schedule for Deliverable If, for any reason, any deliverable cannot be provided within the scheduled time frame the contractor is required to notify the contracting Officer and the COR in writing immediately. This should include a firm commitment of when the work shall be completed. This notice to the Contracting Officer shall cite the reasons for the delay, and the impact on the overall project. The Contracting Officer will then review the facts and issue a response in accordance with applicable regulations.

References All contractor work, methods, materials, installation and testing shall conform to the latest approved editions of these documents and standards as well as any other applicable VA regulations not specifically listed here. In cases where the standards may differ from one another, the more stringent shall apply.

· Design documentation for Project 657-507, Correct Seismic Deficiencies B14, including both plans and specifications

· The Infection Control Risk Assessment (ICRA) completed for this project

· The Pre-Construction Risk Assessment (PCRA) completed for this project

· VA’s Design and Construction Procedures (PG-18-3)

· 29 CFR 1926 – Occupational Safety and Health Administration (OSHA) Code

· NFPA 70 – National Electric Code (NEC)

· NFPA 101 – Life Safety Code

· VA Barrier Free Architectural Accessibility Standard (PG-18-13)

· VA Environmental Compliance Manual (PG-18-17)

· VA H-18-8 Seismic Design Handbook

· VA PG-18-10 Design Manuals (including but not necessarily limited to)

· Architectural

· Electrical

· Fire Protection

· HVAC

· Physical Security and Resiliency

· Plumbing

· Site

· Steam, Heating Hot Water and Oustide Distribution Systems Design Manual, Volume 1 – Steam Boilers

· Steam, Heating Hot Water and Oustide Distribution Systems Design Manual, Volume 2 – Water Boilers

· Steam, Heating Hot Water and Oustide Distribution Systems Design Manual, Volume 3 – Distribution Systems

· Structural

· Sustainable Design

· Telecom and Special Telecom Systems

· VA PG-18-12 Office of Information and Technology Design Guide

· VA Infrastructure Standard for Telecommunications Spaces (ISTS)

· VHA Boiler and Associated Plant Safety Device Testing Manual, 8th Edition

· The International Building Code (IBC)

· The International Mechanical Code (IMC)

· The International Plumbing Code (IPC)

2.1 52.216-1 TYPE OF CONTRACT (NOV 2025) (DEVIATION)

The Government contemplates award of a Firm-Fixed-Price contract resulting from this solicitation.

(End of Provision)

2.2 52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS—SECONDARY SITE OF THE WORK (NOV 2025) (DEVIATION) (a)(1) The offeror must notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Construction Wage Rate Requirements, of this solicitation.

(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror must request a determination from the Contracting Officer.

(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror must request a wage determination from the Contracting Officer.

(2) The due date for receipt of offers will not be extended as a result of an offeror's request for a wage determination for a secondary site of the work.

(End of Provision)

2.3 52.228-1 BID GUARANTEE (SEP 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States. The Contracting Officer will return bid guarantees, other than bid bonds—

(1) To unsuccessful bidders as soon as practicable after the opening of bids; and

(2) To the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.

(c) The amount of the bid guarantee shall be 20 percent of the bid price or $3,000,000.00, whichever is less.

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.

(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference.

(End of Provision) PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS, BASIS OF AWARD, AND EVALUATION CRITERIA

A. DESCRIPTION OF WORK

This Request for Proposal (RFP) solicits for a single Firm-Fixed-Price (FFP) Contract to construct the Seismic Retrofit and Renovate B16 project at the Roseburg VAMC campus in Oregon.

The project is in Building 16 which houses the chapel/auditorium on the Roseburg VAMC campus. This project includes a full seismic retrofit of the 16,569 square foot (GSF) building. The Contractor will provide all labor, materials and equipment for the demolition and construction services needed to complete this project. All work will meet SOW, drawings, and specification requirements as well as any applicable manufacturer’s recommended installation procedures.

B. GENERAL INSTRUCTIONS

1. This requirement will be advertised for 100% Service-Disabled Veteran-Owned Small Business (SDVOSB) competition; any legally organized firm may submit a proposal. Offerors submitting as a joint venture must provide the agreement forming the joint venture.

All proposals shall be submitted electronically, except for the Bid Bond.

All submissions shall be in Adobe PDF format. Offerors may use compressions utility software such as WinZip or PKZip to reduce file size and facilitate transmission.

Title the file(s) in the following format:

36C10F26R0084_COMPANY NAME_ VOLUME I

36C10F26R0084_COMPANY NAME_ VOLUME II

Submit proposals electronically via email to the following:

003C4C.acquisitions@va.gov

2. SUBMITTAL OF OFFERS:

a) Offerors submitting proposals for this project should limit submissions to data essential for evaluation of proposals in preparing information required herein. However, in order to be effectively and equitably evaluated, the proposals must include information sufficiently detailed to clearly describe the Offeror's experience and capability, past performance, and use of small business necessary for successful completion of the project. Requirements stated in this RFP are minimums.

b) The Offeror’s conformance with the specified format, submission requirements, and the Offeror’s attention to detail will be considered during the technical evaluation and trade-off. Material omission(s) may result in a deficiency, which may cause the technical proposal to be rejected as unacceptable.

c) Technical proposals that do not provide the specified information in the specified location in accordance with the submission instructions may be found to have weaknesses or significant weaknesses. The Government is under no obligation to search for information that is not in the specified location.

d) Responses that are essentially blanket offers of compliance are not adequate substitutes for the detailed and complete technical information necessary to establish that an Offeror can meet Government needs. The proposal submission instructions are written to give prospective contractors, where feasible, an indication of the level of detail desired by the Government. The Offeror’s failure to include information that the Government has indicated should be included may result in the proposal being assigned a (significant) weakness and/or being found deficient if inadequate detail is provided.

e) Any prescribed page and formatting limitations will be strictly adhered to and enforced by the Government. The Government will not evaluate any excess information resulting from the Offeror’s failure to comply with the submission instructions.

f) Exceptions. Do not include exceptions to the terms and conditions of the solicitation in either the technical or price proposal volumes. Inclusion of any standard company terms and conditions that conflict with the terms and conditions of the solicitation may result in a determination that the offer is unacceptable and thus ineligible for award. Resolve questions about the terms and conditions or technical requirements of the solicitation prior to submission of the offer.

g) Restrictions on Offeror-Provided Information. “Confidential” projects cannot be submitted to demonstrate capability unless all of the information required for evaluation as specified herein can nonetheless be provided to the Government as part of the Offeror’s technical proposal. Confidential Project is defined as projects containing confidential information of which reasonably could be expected to cause damage to the national security with the unauthorized disclosure. Offerors that include in their proposals information that they do not want disclosed to the public for any purpose, or used by the Government except for evaluation purposes, must clearly mark the information in accordance with FAR 52.215-1, “Instructions to Offeror – Competitive Acquisition”, paragraph (e), “Restriction on disclosure and use of data.” Files shall not contain classified data.

C. PROPOSAL FORMAT

1. General Proposal Format:

a) ALL Volumes shall contain:

1) Title Page. Include the title of the solicitation, solicitation number, Offeror name, and date of the submittal.

2) Table of Contents. Each volume of the proposal shall contain a detailed table of contents. Any materials submitted but not required by this solicitation (such as company brochures) shall be relegated to appendices.

3) Tabs. Proposals shall be organized and tabbed in accordance with the tabbing per Phase and Volume.

b) All Volumes shall be formatted as follows:

1) Electronic Matter Submissions. Written material shall be on single sided 8 ½ x 11 size pages in no less than a 10 pitch or 10 font. Page limitations, where specified in the RFP, shall be considered a maximum. Pages in excess of any specified limitation shall not be evaluated.

2) Number of Copies. Offerors SHALL submit an electronic version (PDF Format) of the original Volume I and Volume II. Offerors SHALL submit only two files in PDF format (i.e. Volume I and Volume II). These two files should be named in a specific format: Solicitation Number, Offerors Company and the volume (i.e. 36C10F26R0084_Company_VolumeI.pdf). Given the limited time and resources of the evaluation board, failure to provide proposal in the correct format may hinder the board's ability to evaluate the Offeror's proposal.

2. Proposal Formatting:

a) VOLUME I (Contract Requirements):

1) TAB A – Standard Form 1442, completed and signed by authorized individual(s) of the Offeror. Offers submitted in the name of a Joint Venture must be signed in accordance with the terms and conditions specified in the joint venture agreement as evidenced in the proposal.

2) TAB B – Proposal Pricing Schedule.

3) TAB C – Representations and Certifications.

4) TAB D – Proposal Data Sheet – See Attachment 3 provided in the solicitation. Offerors should ensure telephone number, fax number, e-mail address and Unique Entity ID are all included. The Unique Entity ID provided will be used to access Contractor Performance Assessment Reporting System (CPARS) data. If a separate ID has been created for a joint venture it must also be submitted. The Offeror shall also submit its Tax ID number on the proposal data sheet.

5) TAB E - Bid Bond –The Offeror is required to submit a bid bond for this project. This is to be submitted in original form and sent to the Contracting Office with an electronic copy included here in Tab D. Submit originals; photocopied or scanned copies are not acceptable. FAR clause 52.228-1, “Bid Guarantee” will be included in the contract.

6) TAB F – Joint Venture Agreement, if applicable.

b) VOLUME II (Technical- Requirements):

1) TAB G – FACTOR 1 Organization/Technical Approach & Schedule

2) TAB H – FACTOR 2 Past Performance of the Offeror’s Team

3) TAB I – FACTOR 3 Key Personnel

D. SUBMISSION REQUIREMENTS AND EVALUATION CRITERIA

1. Volume II, Tab G – Factor 1 – Organizational/Technical Approach & Schedule:

1.1 Provide information that describes the Offeror's organization and intended technical approach to executing the contract per the detailed requirements of the solicitation. Offerors are limited to 30 pages total for this factor. Any pages submitted beyond this limit will be removed and will not be read or given any consideration. Offerors should clearly but concisely describe the organizational and technical approach to project management and execution.

1.2 Organizational Approach: Describe what firms (Offeror/Prime and subcontractors), their resources and how their resources will be utilized, their roles and responsibilities and any contractual arrangements that will be established. Present a matrix of responsibilities for each firm in executing the key work breakdown structure activities of the project, including construction activities for each major feature. The Offeror should identify any specific firms chosen as subcontractors for electrical, structural, mechanical, etc; or indicate self-performance. If the Offeror intends to subcontract out any separate work types, identify the subcontractor. In order for a firm other than the Offeror to contribute to the Offeror’s organizational approach, document unequivocal teaming arrangements with subcontractors. Describe the proposed management structure for the team, how the construction process will be managed and the authorities and the delegations of authority within the team. Include a chart illustrating the organization including the proposed quality control group(s). Include a key personnel organization chart that clearly depicts the key positions and the names of the personnel, their firm affiliations and their job locations, and their job/position title within the organization. The key personnel organization chart shall be consistent with the corporate organization chart and with the matrix of responsibilities assigned to the team firms.

1.3 Technical Approach for Construction: Describe the approach for the full scope of work in the contract. Describe the role and interaction of the construction team during construction, addressing elements such as schedule management, material/equipment delivery and management, labor management, cost management, site security and personnel assurance system management, progress meetings, documentation and quality control.

1.3.1 Describe quality control procedures during construction. Include description of quality control inspection and submittal register control.

1.3.2 As per FAR 52.236-1, the contractor shall perform on the site, and with its own organization, work equivalent to at least 20% of the total amount of work to be performed under the contract.

1.3.3 Proposed Contract Duration and Summary Schedule: The Offeror shall submit a summary level schedule for construction with details for all major activities. The number of calendar days should be included for each activity. The Offeror shall also include their proposed contract duration in this summary level schedule, which shall not exceed the maximum contract duration specified in the solicitation. It is the Offeror’s responsibility to schedule the work considering all constraints of the project. This summary schedule will, after contract award, be replaced with a project schedule as required by the specifications. The schedules should be task oriented, indicating the number of calendar days, after notice to proceed, by which milestones are to be achieved. The proposed project schedule shall reflect the proposed contract duration and phasing requirements as indicated within the Scope of Work (SOW).

1.4 Source Selection Evaluation Criteria for Factor 1 – Organizational/Technical Approach & Schedule:

1.4.1 The Government will evaluate the firm’s understanding and capability to execute the project, as well as compliance w/ the percentage of work to be performed by the contractor as per FAR 52.236-1. Some additional specific evaluation considerations are listed below.

1.4.2 Organizational Approach: The Government will evaluate the clarity and strength of the overall organization and how well it is organized, structured and staffed to execute the entire scope of work. Joint venture participant’s contribution to the organization should be commensurate with their skills and background.

1.4.3 Technical Approach for Construction: The Government will evaluate the clarity and strength for technical approach. The Government places a higher value on an Offeror that provides proposed methods to streamline construction, manage labor and other resource constraints in an effort to reduce costs and support an aggressive schedule. The Government will also consider whether the approach reduces on-site fabrication and susceptibility to inclement weather delays. The Government will also evaluate the Offeror’s capabilities and understanding of the contractually required quality control processes for construction.

1.4.4 Schedule:

1.4.4.1 Summary Schedule: The Government will evaluate the summary schedule for construction. The length of the schedule must match the contract duration. The Government will evaluate the schedule to assess the strength of understanding of the project scope, restrictions which must be considered in the schedule e.g. permitting, long lead items, etc. The Government will evaluate the Offeror's capability to schedule the complete project within the contract duration and the realism of the schedule. A schedule that offers advantage(s) to the Government over one that merely indicates an adequate understanding of the scope, restrictions, major milestones and general understanding of the various events that can affect start and completion of construction will receive additional consideration.

2. Volume II, Tab H – Factor 2 – Past Performance:

2.1 The Past Performance Questionnaire (PPQ) included in the Government’s RFP as Attachment 2 is provided for the Offeror or its team members to submit to the client for each project the Offeror includes in its RFP response for “Past Performance.” Ensure correct phone numbers and email addresses are provided for the client point of contact. If the Offeror is unable to obtain a completed PPQ from a client for a project(s) before the response closing dates, the Offeror should complete and submit with the response the first page of the PPQ, which will provide contract and client information for the respective project(s). Offerors should follow-up with clients/references to ensure timely submittal of questionnaires.

2.2 Offerors may also include performance recognition documents, not necessarily related to those projects submitted for Factor 2, received within the last seven (7) years such as awards, award fee determinations, customer letters of commendation, and any other forms of performance recognition.

2.3 In addition to the above, the Government may review any other sources of information for evaluating past performance. Other sources may include, but are not limited to, past performance information retrieved through Contractor Performance Assessment Reporting System (CPARS), using all UEI/CAGE/DUNS numbers of team members (partnership, joint venture, teaming arrangement, etc.) identified in the Offeror’s response, inquiries of owner representative(s).

2.4. While the Government may elect to consider data from other sources, the burden of providing detailed, current, accurate and complete past performance information rests with the Offeror.

2.5 Rating Guidelines for Factor 2 - Past Performance:

2.5.1 The Offeror shall present examples of previous projects demonstrating construction performance and specialized experience using the format provided in Attachment 2 (Past Performance Questionnaire). As noted in Attachment 2, Offerors may use continuation sheets to provide information to the level of detail required to answer the RFP, as necessary. Relevant experience is obtained by performing projects similar in scope, complexity, and magnitude to this project. In order to be relevant, the experience must also be recent. However, this does not prevent the Government from considering projects completed more than seven (7) years ago; with less recent projects being considered less relevant. Submit relevant specialized experience information for the elements/types of work listed within the Scope of Work, with each project having a contract value of at least $5M.

Offerors shall submit at least two (2) relevant projects, but no more than five (5). Additional consideration will be given to submissions of more than two (2) relevant projects. The dollar value of the proposed subcontractor’s experience on a submitted relevant project shall be explicitly stated (regardless of whether that contractor was a prime or subcontractor on the submitted project). Also, in order for the Offeror to meet the criteria above, an Offeror’s relevant experience must have been met cumulatively by no more than the Offeror and/or one (1) key subcontractor.

2.5.2 Offerors are limited to 30 pages total for this factor (PPQs do not count towards this total). Any pages submitted beyond this limit will be removed and will not be read or given any consideration.

2.5.3 Project completion is defined as the date the facility or work was turned over to or occupied by the owner. Projects that are considered substantially complete meaning listed at a percentage of completion of 90% or higher will be considered complete, but the Offeror must explicitly state so for a project to be considered complete.

2.5.4 If the Offeror submits experience for a proposed subcontractor, the experience must be relevant to the firm’s role on this project. In addition, the Offeror must include documentation of an unequivocal teaming agreement or letter of commitment in this section of the proposal, signed by an authorized representative of the proposed subcontractor.

2.6 Source Selection Evaluation Criteria for Factor 2 – Past Performance:

2.6.1 The Government will first assess and rate the relevancy of recent projects accomplished by the Offeror to the scope of this contract for overall application to the performance confidence assessment ratings described hereinafter. Relevancy, as it pertains to past performance information, is a measure of the extent of similarity between the service/support effort, complexity, dollar value, contract type, and subcontract/teaming or other comparable attributes of past performance examples and the source solicitation requirements; and a measure of the likelihood that the past performance is an indicator of future performance. The projects will include those submitted under Factor 2 as well as from other sources described above. This rating is not a separate response rating but is only used in developing overall past performance confidence assessment rating assigned to the Past Performance Criterion.

2.6.2 The Government will next perform a performance confidence assessment, considering how well the Offeror performed on the contracts. The Government will consider the recency (completed no longer than seven (7) years preceding the date of this solicitation) and relevance of the information, source of the information, context of the data, and general trends in contractor performance. With respect to relevancy and recency, successful past performance on projects with more relevance and/or those that are more recent will typically be a stronger predictor of future success and have more influence on the past performance confidence assessment rating than successful past performance on projects of lesser relevance and/or those that are less recent.