W912QR24R0052_Specs-0004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

(See Continuation Page)

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912QR24R0052

X 9B. DATED (SEE ITEM 11)

10-Jul-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-Nov-2024

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR24R0052_Specs-0004

W912QR24R0052

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0004

Solicitation No. W912QR24R0052 for the Design/Build Construction of the Fort Hunter Liggett (FHL) Network Enterprise Center (NEC) located at Fort Hunter Liggett in Jolon, CA is hereby amended as follows:

A. The proposal due date for Volume I (Factor I – Design Narrative; Factor II – Schedule Narrative; and Factor III – Small Business Participation Plan) has been extended to 12 November 2024 at 1:00 p.m.

Eastern Standard Time (EST).

B. The proposal due date for Volume II (Tab A – SF 1442 and Price Breakout Schedule; Tab B – Subcontracting Plan; and Tab C – Project Labor Agreement) has been extended to 26 November 2024 at 6:00 p.m. EST.

C. The following SPECIFICATIONS SECTIONS have been added or replaced in their entirety:

VOLUMES 1A thru 1B

DIVISION 01

Section 01 02 00.00 48 Statement of Work (Replaced) Attachment A Room Requirements (Replaced) Attachment L FHL's Integrated Natural Resource Management Plan (INRMP) (Added)

D. The following DRAWINGS have been replaced in their entirety:

V-101 EXISTING CONDITIONS (Edited) CD101 DEMOLITION PLAN (Edited) CS101 SITE PLAN (Edited) CU101 UTILITY PLAN (Edited)

E. The following DRAWINGS have been revised:

A-304 SITE ELEMENTS (Edited) I-100 OVERALL FINISH FLOOR PLAN (Edited) IF600 ROOM FINISH SCHEDULE (Edited)

F. The Native CADD files have been added.

G. Offerors must acknowledge all Amendments.

H. All other terms and conditions remain unchanged.

W912QR24R0052

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 08-Nov-2024 06:00 PM to 12-Nov-2024 01:00 PM (EST) for Volume I and 26-Nov-2024 06:00 PM (EST) for Volume II.

(End of Summary of Changes)

P2# 509312 - Network Enterprise Center (NEC) Fort Hunter Liggett, CA

TOC - 1

Certified Final Submittal

Amendment 0004

DESIGN/BUILD RFP for Network Enterprise Center (NEC)

Table of Contents – Volume 1

Volume 1A

Division Zero Specifications

Section 00010 Solicitation Contract Form Section 00 80 00.00 06 Special Provisions

Submittal Register Construction Project Signs

Division One Specifications

Section 01 02 00.00 48 Statement of Work

Volume 1B

Attachments to 01 02 00.00 48 - Statement of Work

Attachment A - Room Requirements Attachment B - Hazardous Material Report Attachment C - Preliminary Geotechnical Report Attachment D - Fire Protection Flow Test and Preliminary Calculations Attachment E - ISF Standards Attachment F - Fire Protection/Life Safety Code Analysis Template Attachment G - LEED Checklist Attachment H - Fort Hunter Liggett Design Guide Attachment I - Energy, Water & LCCA Report Attachment J - Environmental Condition of Property Report Attachment K - Water Meter Specification Amendment 0004*********************************************************** Attachment L – FHL’s Integrated Natural Resource Management Plan (INRMP) *************************************************************Amendment 0004 Attachment M - USAR Network Enterprise Center Infrastructure Technical Criteria Attachment N - NOT USED Attachment O - NOT USED Attachment P - AF Form 813 Attachment Q - Sample Form 1354 Attachment R - NOT USED Attachment S - Antiterrorism Standards for Buildings Checklist Attachment T - AMRS Meter Specification

TOC - 2

Volume 1C Division One Specifications

Section 01 03 00.00 48 Design Submission Requirements After Award Section 01 04 00.00 48 The Design/Build Process Section 01 32 01 00 06 Project Schedule Section 01 33 00 Submittal Procedures Section 01 33 29.00 06 Sustainability Reporting Section 01 35 26.00 06 Government Safety Requirements Section 01 42 00 Sources for Reference Publications Section 01 45 00.15 10 Resident Management System Contractor Mode (RMS CM) Section 01 45 04.10 06 Contractor Quality Control Section 01 45 35 Special Inspection Section 01 46 00.00 06 Total Building Commissioning (Contractor CxA) Section 01 50 00 Temporary Construction Facilities and Controls Section 01 57 19.00 06 Temporary Environmental Controls and Permits Section 01 74 19 Construction and Demolition Waste Management Section 01 78 23 Operation and Maintenance Data

Division Two Specifications

Section 02 41 00 Demolition and Deconstruction Section 02 82 00 Asbestos Remediation Section 02 83 13.00 06 Lead in Construction Section 02 84 16 Handling of Lighting Ballasts and Lamps Containing PCB’s and

Mercury Section 02 84 33 Removal and Disposal of Polychlorinated Biphenyls (PCBs)

Volume 2

Division Three through Forty-One Technical Specifications

See separate Table of Contents in Volume 2 for additional Technical Specifications

Reference Drawings

01 02 00.00 48 - 2

Amendment 0004

SECTION 01 02 00.00 48 – STATEMENT OF WORK

CERTIFIED FINAL SUBMITTAL

TABLE OF CONTENTS

Page

PART 1 DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS 6

1.1 SCOPE OF WORK 6

1.2 DESIGN OBJECTIVES. 7

1.3 CONTRACTOR RESPONSIBILITY. 10

1.4 SURVEY AND GEOTECHNICAL INFORMATION. 11

1.5 RFP DRAWINGS. 11

1.6 SPECIFICATIONS. 12

1.7 SITE. 13

1.8 FUNCTIONAL AND AREA REQUIREMENTS. 15

1.9 OPTIONS. 16

PART 2 APPLICABLE CRITERIA AND COORDINATION WITH LOCAL AUTHORITIES 17

2.1 APPLICABLE CRITERIA. 17

2.2 LOCAL AND STATE CODES OR STANDARDS. 18

2.3 MILITARY CRITERIA. 19

2.4 OTHER APPLICABLE CRITERIA. 20

2.5 SOURCES FOR GOVERNMENT PUBLICATIONS. 25

2.6 PERMITS AND COORDINATION WITH LOCAL AUTHORITIES. 26

PART 3 SITE CIVIL DESIGN 29

3.1 GRADING. 29

3.2 SURVEY, GEOTECHNICAL, AND EARTHWORK. 30

3.3 UTILITIES. 31

3.4 STORMWATER. 35

3.5 ROADWAYS AND PAVEMENTS. 37

3.6 CIRCULATION AND PARKING. 39

3.7 COORDINATION WITH LOCAL AUTHORITIES OR SERVICE

PROVIDERS AND PERMITS. 40

3.8 DEMOLITION. 41

3.9 CLEARING AND GRUBBING. 41

3.10 EARTHWORK. 41

3.11 BORROW MATERIAL. 42

3.12 OFF-SITE WORK. 42

3.13 FENCING AND GATES. 42

PART 4 SITE ELECTRICAL ENGINEERING 43

4.1 DESIGN CRITERIA. 43

4.2 UTILITY POWER SERVICE. 43

4.3 SITE LIGHTING. 43

4.4 CATHODIC PROTECTION. 44

01 02 00.00 48 - 3

Amendment 0004

PART 5 LANDSCAPE ARCHITECTURE DESIGN 45

5.1 QUALITY ASSURANCE. 45

5.2 SOIL TESTING. 45

5.3 INSTALLATION. 45

5.4 ESTABLISHMENT PERIOD. 45

5.5 WARRANTY. 46

5.6 TURF & MEADOW GRASSES. 46

5.7 MISCELLANEOUS. 47

PART 6 ARCHITECTURAL AND INTERIOR DESIGN 49

6.1 DESIGN GOAL. 49

6.2 GENERAL CONSTRUCTION REQUIREMENTS. 51

6.3 OCCUPANCY AND BUILDING TYPE CLASSIFICATIONS. 52

6.4 EXTERIOR DESIGN. 52

6.5 INTERIOR DESIGN. 56

6.6 FURNITURE AND EQUIPMENT. 61

PART 7 STRUCTURAL DESIGN 64

7.1 GENERAL REQUIREMENTS. 64

7.2 STRUCTURAL WORK. 64

7.3 STRUCTURAL DESIGN CRITERIA. 66

7.4 STRUCTURAL SYSTEMS. 67

7.5 SPECIAL REQUIREMENTS. 68

PART 8 THERMAL DESIGN 69

8.1 THERMAL CHARACTERISTICS. 69

8.2 THERMAL INSULATION AND VAPOR RETARDER. 69

8.3 HUMID AREA DESIGN. 69

8.4 INFILTRATION. 69

PART 9 PLUMBING DESIGN 70

9.1 DESIGN CRITERIA. 70

9.2 DESIGN NARRATIVE AND CALCULATIONS. 70

9.3 PLUMBING FIXTURES AND EQUIPMENT. 70

9.4 PIPING SYSTEMS. 71

PART 10 ELECTRICAL DESIGN 73

10.1 DESIGN CRITERIA. 73

10.2 DESIGN CALCULATIONS. 73

10.3 INTERIOR POWER. 73

10.4 POWER SYSTEMS REQUIREMENTS. 73

10.5 INTERIOR LIGHTING. 76

10.6 EXTERIOR LIGHTING. 77

10.7 GROUNDING AND LIGHTNING PROTECTION SYSTEMS 77

10.8 SPECIAL SYSTEMS. 78

01 02 00.00 48 - 4

Amendment 0004

PART 11 HVAC DESIGN 79

11.1 DESIGN CRITERIA. 79

11.2 SEISMIC REQUIREMENTS. 80

11.3 DESIGN CALCULATIONS. 80

11.4 OUTSIDE DESIGN CONDITIONS. 81

11.5 HVAC SYSTEMS – NETWORK ENTERPRISE CENTER. 82

11.6 DUCTWORK, PIPING AND ACCESSORIES. 85

11.7 TESTING, ADJUSTING, AND BALANCING. 85

11.8 COMMISSIONING. 85

11.9 BUILDING OCCUPANCY FOR ENERGY CALCULATIONS. 85

PART 12 ENERGY CONSERVATION AND SUSTAINABLE DESIGN 87

12.1 ENERGY CONSERVATION. 87

12.2 ENERGY CONSERVATION STRATEGIES. 87

12.3 SUSTAINABLE DESIGN. 87

PART 13 FIRE PROTECTION DESIGN 90

13.1 DESIGN CRITERIA. 90

13.2 FIRE PROTECTION SYSTEM DESIGN AND CALCULATIONS. 90

13.3 FIRE PROTECTION EQUIPMENT. 91

13.4 FIRE ALARM AND MASS NOTIFICATION SYSTEM. 91

PART 14 COMMISSIONING AND BUILDING ENVELOPE SEALING PERFORMANCE

REQUIREMENTS 94

14.1 COMMISSIONING. 94

14.2 BUILDING ENVELOPE SEALING PERFORMANCE REQUIREMENTS. 94

PART 15 TELECOMMUNICATIONS DESIGN 95

15.1 DESIGN CRITERIA. 95

15.2 SITE TELECOMMUNICATIONS SERVICE. 95

15.3 TELECOMMUNICATIONS PREMISES DISTRIBUTION. 95

PART 16 ADDITIONAL REQUIREMENTS 98

16.1 WARRANTIES. 98

16.2 AIR BARRIER. 98

16.3 CYBERSECURITY. 98

16.4 RADON. 98

16.5 ENVIRONMENTAL. 98

16.6 SOLE SOURCE ITEMS. 98

01 02 00.00 48 - 5

Amendment 0004

ATTACHMENTS TO THE STATEMENT OF WORK (Refer to Vol 1B of 2)

Attachment A Room Requirements Attachment B Hazardous Material Report Attachment C Preliminary Geotechnical Report Attachment D Fire Protection Flow Test and Preliminary Calculations Attachment E ISF Standards Attachment F Fire Protection/Life Safety Code Analysis Template Attachment G LEED Checklist Attachment H Fort Hunter Liggett Design Guide Attachment I Energy, Water & LCCA Report Attachment J NOT USED Attachment K Water Meter Specification

Amendment 0004 ***************************************************************************************

Attachment L FHL's Integrated Natural Resource Management Plan (INRMP)

*************************************************************************************** Amendment 0004 Attachment M USAR Network Enterprise Center Infrastructure Technical Criteria Attachment N NOT USED Attachment O NOT USED Attachment P AF Form 813 Attachment Q Sample Form 1354 Attachment R NOT USED Attachment S Antiterrorism Standards for Buildings Checklist Attachment T AMRS Meter Specification

01 02 00.00 48 - 6

Amendment 0004

PART 1

DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS

1.1 SCOPE OF WORK

The objective of this solicitation is to obtain a facility in which the Using Units are able to effec-tively implement their support mission. These activities require sufficient space with up-to-date furnishings and equipment to support the facility personnel. The facility will consist of the Net-work Enterprise Center (NEC) on Fort Hunter Liggett, CA. Project constructs a standard design Information Systems Facility (ISF), organizational vehicle parking, open storage area and build-ing information systems.

The NEC provides Command, Control, Communications, Computers, Information Management (C4IM) support to the garrison/installation or assigned geographic area that includes enterprise leadership for installation C4IM, and management, oversight, and delivery of required C4IM ser-vices. The NEC consists of four divisions: Business Division, Infrastructure Division, Operations

Division, and Customer Support Division. This facility will be very heavily IT oriented with multi-ple rooms with raised floors, etc.

Amendment 0004 ***************************************************************************************

The facility includes space for a command center for operations support with video teleconfer-encing capability, administration, reception, network administrators, operations floor, tech lab, operations center, administrative offices, customer service center, technical assistance for infor-mation technology, controlled humidity Storage, loading dock with receiving zone, shower/locker rooms, and break rooms.

*************************************************************************************** Amendment 0004

Supporting facilities include utilities, fire protection and alarm systems, Utility Monitoring Control Systems (UMCS) connection, uninterrupted power supply, redundant mechanical and electrical systems, heating and cooling, and pavements, walks, and curbs. Site improvements will include site clearing, grading, and landscaping. Low Impact Development Integrated Management Prac-tice measures will be provided. Measures in accordance with the Department of Defense Mini-mum Antiterrorism for Buildings standards will be provided. Comprehensive building and fur-nishings related interior design services in addition to access for individuals with disabilities will be provided.

Heating and air conditioning will be provided by self-contained systems. Facilities will be de-signed to a minimum life of 50 years in accordance with DoD's Unified Facilities Criteria (UFC) 1-200-02 including energy efficiencies, building envelope and integrated building systems per-formance. Cooling is estimated at 60 tons for the facility with an N+1 redundancy of another 60 tons.

Sustainability/Energy measures will be provided.

This project also includes the demolition of existing facilities to meet the 1 for 1 square foot re-quirement. Dispose/Demolish 2 buildings at Fort Hunter Liggett, CA.

01 02 00.00 48 - 7

Amendment 0004

1.1.1 Requirements stated in this RFP are minimums; design and construction shall meet or exceed the requirements. The design and technical criteria contained and cited in this RFP es-tablish minimum standards for design and construction quality. Innovative, creative, and life cy-cle cost effective solutions which meet or exceed these requirements are encouraged. The floor plan included in the drawings has been approved by the users and the government. The con-tractor shall not modify any of the room adjacencies as shown. This includes the basement communications vault as well.

The contractor is responsible for providing a complete and workable NEC facility that meets the standards within the Scope of work, and all UFC’s, codes, etc..

1.1.2 The referenced criteria at the time of RFP award except as specifically noted in the RFP or as stated in UFC 1-200-01 should be used for all design and construction activities.

1.1.3 This project shall consist of the design and construction of a Information System Facility (ISF) for the Network Enterprise Center (NEC) Facility as described in this RFP on Government-owned land at Fort Hunter Liggett.

1.1.4 Contractor shall provide design for furniture and some equipment to be purchased and installed by the Government.

1.1.5 Bid Options.

The Government has identified Option Items which may be included in the project if available funds allow, and government authorization is given. The Option Items are listed individually on the Price Breakout Schedule.

1.2 DESIGN OBJECTIVES.

1.2.1 Applicable Criteria.

Applicable design and construction criteria references are listed in this Statement of Work and in the Outline Technical Specifications. Criteria shall be taken from the most current references as of the date of issue of the RFP, unless noted otherwise. Referenced codes and standards are minimum acceptable requirements.

1.2.1.1 This RFP and its referenced documents define the necessary criteria to plan and de-sign the NEC facility. Functional space requirements, including general lighting, communica-tions, power, tempered air requirements, finishes, etc. are contained within the RFP and its ref-erenced documents and design guides. Typical functional space furniture layouts and invento-ries are provided in the RFP drawings (these drawings are preliminary only. It is up to the con-tractors DOR (Design A/E) to design to the RFP’s requirements); Contractor’s designers shall adapt these to the final floor plans.

1.2.1.2 Where specific manufacturer or vendor names are called out in this RFP, the inten-tion is to provide the desired quality and salient features for the system or material.

1.2.1.2.1 Unless the manufacturer or vendor is identified as “sole source”, or with similar language, the Contractor may provide an equivalent or better system or material of another ven-dor or manufacturer.

1.2.1.3 The project shall be designed and constructed using English (inch-pound) units of measurement.

01 02 00.00 48 - 8

Amendment 0004

1.2.2 Primary Consideration.

The primary consideration of this solicitation is to obtain a fully functional NEC Facility within funds available, and to maximize design quality. Offerors are encouraged to review the RFP to familiarize themselves with all RFP requirements.

1.2.3 Design Quality.

Design quality is achieved through the optimization of interior planning, integration of the build-ings with the site, sustainability, selection of building materials and systems for durable low-cost maintenance and operation, and an overall balance of esthetics and functionality. The Army Reserve encourages a project design of award-winning caliber.

1.2.4 Design Freedom.

Requirements stated in this RFP are minimums. Innovative, creative, or cost-saving proposals, which meet or exceed these requirements are encouraged, and will be considered more favora-bly.

1.2.4.1 The project conceptual design was developed by the Corps of Engineers, and an RFP preparation A/E design team; this conceptual design is acceptable to the Government.

1.2.4.2 The conceptual design Drawings, this Statement of Work, and the Outline Technical Specifications, along with the other information and requirements in this RFP, serve as require-ments for Contractor building design and construction completion, along with other code, regula-tory and professional practice requirements. The extent of development of these RFP docu-ments in no way relieves the successful offeror from responsibility for the design, construction documentation, and construction of the facility in conformance with Applicable Criteria and codes.

1.2.4.3 The conceptual design illustrates desired general arrangements, orientation, and ad-jacencies. It is not intended to dictate the final layout and image for the project. The Contrac-tor’s designers shall develop and refine the conceptual site and building design in their comple-tion of the design and construction documents. Such development shall be consistent with the criteria and acceptable to the Government.

1.2.4.3.1 Quantities, sizes, and locations of doors and windows indicated on the concep-tual elevations in this RFP are not intended to dictate the final fenestration design, unless indi-cated as specifically required in the RFP.

1.2.4.3.2 Design building(s) to enhance or complement the visual environment of the In-stallation or neighborhood. The design shall reflect a human scale, and primary entrances shall be architecturally designed for easy visibility. Exterior materials, roof forms, and detailing shall be compatible with surrounding development and adjacent buildings and shall follow established architectural themes. Exterior colors shall conform to the Installation Design Guide or other ap-propriate guidance. Use architectural elements to reflect human scale, break up building massing and roof lines, and add visual interest, such as stringcourses, reveals, corbels/cornices to produce shadow lines, stone or pre-cast sills and similar elements, dormers, inserts, detailing, etc.

1.2.4.4 The Contractor shall accommodate minor site and building plan changes by the Gov-ernment in the early stages of the design process, as a normal part of the design development process. The Contractor may adjust spaces, within the overall and specific functional area

01 02 00.00 48 - 9

Amendment 0004 guidelines, as required to accommodate structural layout, and as necessary to provide ade-quate space for mechanical, electrical and telecommunication spaces. The mechanical and electrical spaces must provide adequate space to safely and efficiently accommodate equip-ment operation and maintenance. The spatial relationships and adjacencies in the RFP draw-ings, however, must be maintained, unless the Contractor recommends changes to the Govern-ment, and the Government accepts such changes.

1.2.4.5 The Contractor shall develop and refine the exterior image and esthetics of the build-ing as part of the design development process. The Contractor shall utilize materials, detailing, fenestration, lighting, and ornamentation to develop a high-quality exterior image for the facility.

The conceptual elevations in the RFP drawings are not acceptable as finish elevations. Refer to Parts 2 through 16 for more details that may apply.

1.2.4.6 The Contractor’s architect or interior designer shall select the final palette of colors and materials for building interior and exterior, acceptable to the Government and coordinated throughout. The final palette of colors and materials selection is required to be accepted by the Government. Refer to Parts 2 through 16 for more details that may apply.

Amendment 0004 ***************************************************************************************

1.2.5 Installation Design Guidance.

1.2.5.1 Installation Design Guide. Attachment H is to be used for matching of base exterior finishes requirements. All other items in the Design Guide are for reference only. The RFP scope of work, Attachments, and drawings spell out requirements.

*************************************************************************************** Amendment 0004

1.2.6 Energy and Resources Conserving Features.

Public Laws 102-486 and 109-58, Executive Order 13423, and Federal Regulations 10 CFR 435, require federal buildings to be designed and constructed to reduce energy consumption in a life cycle, cost-effective manner using renewable energy sources when economical. Products designed to conserve energy and resources by controlling the amounts of consumed energy or by operating at increased efficiencies should be considered. Minimum requirements for this project are listed in this Statement of Work. Refer to Parts 2 through 16 for more details that may apply.

1.2.6.1 Energy conservation techniques shall be considered as they relate to site design, site engineering, building design, and building engineering. Techniques which conserve energy, improve functionality, and can be justified by life cycle cost analysis as cost-effective are en-couraged. Integration of energy conservation systems with the building design (lighting, struc-ture, mechanical systems, and esthetics) is essential to facilitate functionality and maximum en-ergy savings. If an alternative energy generation method is proposed for use as the project's primary energy source, documentation shall be submitted to the Contracting Officer, verifying the system’s reliability, life-cycle cost effectiveness, and ability to meet the project’s peak de-mand.

1.2.7 Sustainable Design.

01 02 00.00 48 - 10

Amendment 0004

LEED-NC 4.0 is the Government’s current criteria for sustainable design. The project shall be designed and constructed in accordance with LEED guidance. See also Part 12 of this Section and Section 01 33 29.00 06.

1.2.8 Antiterrorism and Force Protection Considerations.

This Project’s design and construction shall comply with the Department of Defense Antiterror-ism (AT) Standards for Buildings, UFC 4-010-01, 12 Dec 2018 (Change 2, July 30, 2022). The Project shall meet the requirements for an “Inhabited” facility located within an Installation Pe-rimeter. Note that existing buildings located within an installation perimeter are exempt from the requirements of Standard 1, Standoff Distance. The contractor shall fill out the AT/FP checklist for each design submittal. A blank checklist is provided in Attachment S.

1.2.8.1 Refer to the MEMORANDUM FOR PPMD titled “Implementation of UFC 4-010-01 revision 12 Dec 2018 (Change 2, July 30, 2022). Privately Owned Vehicle (POV) Parking is permitted within the unobstructed space, however, may be temporarily eliminated within the un-obstructed space.

1.2.8.2 Compliance with the minimum protective measures for DoD inhabited buildings, as defined in UFC 4-0101-01, is required.

1.2.8.3 The NEC Facility is an Inhabited Building.

1.2.8.4 The Storage Shed is an Un-Inhabited Building.

1.3 CONTRACTOR RESPONSIBILITY.

1.3.1 The Contractor shall provide all labor, materials, equipment, supplies, permits, fees, and consultant services to design and construct this complex. The complex shall be a complete and usable facility, meeting the requirements of this RFP. The Contractor shall develop a complete site, building and interior design package.

1.3.2 Throughout the RFP, references are made to MCAR and OMAR funds. For clarification, this refers to the funding source – either Construction funds or Operations and Maintenance funds – for the Project. The funding source classification has no effect on the Scope of the Work of this RFP. Refer to the Price Breakout Schedule which clarifies OMAR funded items.

1.3.3 For purposes of clarification, this RFP identifies parts of the Project for which some re-sponsibility is borne by the Government. The responsibility for some work items addressed elsewhere in the RFP is brought to the Contractor’s attention in the following table. If not identi-fied as Government-furnished in the table below, or elsewhere, all work required by the RFP is the responsibility of the Contractor. Contractor shall provide design coordination for items to be purchased and installed by the Government.

1.3.3.1 For items noted with an asterisk (*) below, Contractor is responsible for design of power, data, and other necessary mechanical or electrical provisions for the item.

Legend: Cont = Contractor, Govt = Government

Item Designed by

Furnished by

Installed by

Makes final connection

01 02 00.00 48 - 11

Facility plaques Cont Govt Cont

Furniture, Fixtures & Equipment (FF&E)

Freestanding Furniture Cont Govt Govt

Systems Furniture * Cont Govt Govt Cont

Office Equipment, portable * Cont Govt Govt Govt

Office Equipment, permanently in-stalled *

Cont Govt Govt Govt

Refrigerators* (Bona Fide Need Op-tion)

Cont Cont Cont Cont

Countertop Microwave* (Bona Fide Need Option)

Cont Cont Cont Cont

TV Monitor Brackets* Cont Govt Govt Cont

Televisions (Bona Fide Need Op-tion)

Cont Cont Cont Cont

Window Treatments Cont Cont Cont

Fire extinguishers (Bona Fide Need Option)

Cont Cont Cont

Surface Mounted Entry Mats (Bona Fide Need Option)

Cont Cont Cont

Window Blinds Cont Cont Cont

Vending Machines * Govt Govt Govt Govt

Network Printer / Copier * Cont Govt Govt Govt

IT/Telecom

Telecommunications Infrastructure in the TER/TRs *

Cont Cont Cont Govt

Telecommunications Equipment * Cont Cont Cont Govt

Telephone instruments * Govt Govt Govt Govt

Exterior Callbox(es), including tele-phone. Government only programs the specific telephone instrument(s)

Cont Cont Cont Cont

1.4 SURVEY AND GEOTECHNICAL INFORMATION.

1.4.1 A survey has been performed by a licensed surveyor and is provided in these docu-ments. Refer to the RFP Drawings. The Contractor shall, at its own expense, verify existing conditions and obtain any additional information required to provide a complete and useable de-sign. Do not contact the surveyor during the preparation of proposals for the solicitation.

1.4.2 A preliminary Subsurface Characterization report has been performed and is included in Attachment C of this RFP. The design parameters provided in the report are for information only. The design parameters upon which the bid is based is the responsibility of the contractor’s geotechnical engineer.

1.5 RFP DRAWINGS.

01 02 00.00 48 - 12

Amendment 0004

The conceptual drawings are included as a part of this RFP to provide information and criteria for the Contractor’s completion of the design. these drawings are preliminary only. The contrac-tor is required to coordinate and verify all information.

The contractor shall accommodate minor changes requested by the government, users, and base DPW during the Design Charrette. This should be accounted for in the Contractors Pro-posal.

1.6 SPECIFICATIONS.

1.6.1 The Outline Technical Specifications are provided primarily in outline format. They shall be utilized as design and submittal criteria, and minimum standards for the corresponding con-struction work, and shall be met or exceeded unless Contractor obtains specific Government approval for proposed reductions. These outline specifications shall not be considered com-plete and suitable for final construction specifications. Contractor’s designers shall expand the outline specifications to provide comprehensive, three-part, CSI-format Specifications and shall edit the Specifications to indicate actual products to be used in the construction. Final specifica-tions shall include as a minimum, a description of the technical requirements, criteria for deter-mining whether the criteria are met, and quality control requirements and procedures. The standards referenced in the outline specifications establish minimum requirements for the final construction specifications.

1.6.1.1 The Outline Technical Specifications provide design and construction criteria that supplement project-specific requirements listed in Section 01 02 00.00 48 and 01 03 00.00 48.

1.6.2 Not all Outline Technical Specification sections provided in this RFP may be required for this project, and designers shall provide additional Specification Sections or items if necessi-tated by their final design or RFP requirements.

1.6.3 Some Outline Technical Specification Sections are more detailed and extensive than the majority; these represent the Government’s required specification approach to this project.

Contractor’s designers must still take complete responsibility for the design and specification of the project and shall satisfy themselves that these Sections are complete and suitable for the final design. Most of the outline specification sections are adapted from typical Government Unified Facility Guides Specifications (UFGS) and reflect Army Reserve-approved approaches and products. The outline specification requirements shall be used as the basis for selection of construction materials, products, and systems. Contractor’s final specifications shall be devel-oped from the UFGS. The use of industry prototype specifications (such as MasterSpec) is not allowed.

1.6.3.1 The following order of UFGS specification priority applies:

1.6.3.1.1 First select Sections specifically developed for Army Reserve facilities. Such Sections have “48” as the fifth level of their MasterFormat 2004 numbering, such as Section 07 31 13.00 48. These Army Reserve-specific (RST) Sections can be accessed from the Corps of Engineers, Louisville District, Army Reserve Customer Website (https://www.lrl.usace.army.mil/Missions/Engineering/Specs.aspx). Refer to Part 2 of this Sec-tion.

1.6.3.1.2 If no RST Section exists, select a Louisville District-specific Section (LRL), acces-https://www.lrl.usace.army.mil/Missions/Engineering/Specs.aspx

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Amendment 0004 sible from the same website. Such Sections have an “06” as the fifth level of their MasterFor-mat 2004 numbering.

1.6.3.1.3 If no Section described above exists, select an Army Section. Such Sections have an “10” as the fourth level of their MasterFormat 2004 numbering.

1.6.3.1.4 If none of the above Section exist, select a unified Section. Such Sections have no fourth or fifth level in their numbering.

1.6.4 In case of conflicts between the project-specific requirements in Section 01 02 00.00 48 or 01 03 00.00 48, and the requirements in the Outline Technical Specifications, Section 01 02

00.00 48 or 01 03 00.00 48 governs. This is true for all Outline Technical Specification Sec-tions, including the more extensive and detailed Sections.

1.7 SITE.

The site is described on the RFP drawings included as part of this solicitation and consists of approximately 2.25 acres.

Site work includes all design and construction of site features described in the RFP, including but not limited to, site planning, clearing, grading, erosion control, site drainage, utility systems, pavements, pedestrian and vehicular circulation systems, signage, site lighting, landscaping, physical security measures, fencing, and site furnishings. Refer to Part 3 of the Scope of work for additional Site/Civil Information.

1.7.1 Special Utilities and Supplementary Construction.

Not Used.

1.7.2 Demolition Considerations and Requirements.

Site Demolition of the existing NEC Building 197, and the existing Warehouse with appurte-nances. Refer to Part 3 of the Scope of work for additional Site/Civil Information.

1.7.3 Environmental Considerations and Mitigation Requirements.

Contractor is to review the Hazmat Report located in the attachments for location and types of asbestos materials and lead paint that will need to be removed. The Contractor shall comply with the requirements of OSHA 29 CFR 1926.62 – lead exposure in construction during building and structure demolition. The hazardous waste criterion for lead waste is established under the federal resource conservation and recovery act (RCRA), subtitle c, as 5.0 mg/l measured with the toxicity characteristics leaching procedure (TCLP). In addition, the crushing or recycling of materials with LBP is strictly prohibited.

The Contractor shall use the following numbers in addition to the quantities found in the Hazard-ous Materials Survey (Attachment B).

Asbestos Cement Board on interior perimeter walls: 4,000 SF Unstable LBP’s throughout the facility 2,000 SF Window Caulk (Interior & Exterior): 4,000 LF Pipe Insulation (Interior & Exterior): 500 LF ACM Waterproofing (Interior surface of exterior cmu) 3,000 SF Building Expansion Joint caulk (Exterior): 1000 LF Bathroom Fixture Caulk PCBs: 200 LF Fluorescent Bulbs – 2ft L (PCB): 60 EA

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Fluorescent Bulbs – 4ft L (PCB): 60 EA Compact Fluorescent Lamps: 40 EA

Refer to UFC 3-101-01 and the Louisville District Military Design Guide (LDMDG) for radon miti-gation system design. The project site has been identified as being in EPA Zone 2 (an area where average indoor radon concentration is not likely to exceed 4 picoCuries per liter). The Contractor shall incorporate passive barrier and capillary water barrier provisions.

1.7.3.1 Mold Prevention.

Buildings must be designed and constructed to maintain space humidity at reasonable levels.

1.7.3.2 The Contractor shall comply with the requirements of OSHA 29 CFR 1926.62 - Lead Exposure in Construction during building and structure demolition.

The hazardous waste criterion for lead wastes is established under the federal Resource Con-servation and Recovery Act (RCRA), Subtitle C, as 5.0 mg/L measured with the Toxicity Char-acteristic Leaching Procedure (TCLP). In addition, the crushing or recycling of materials with LBP is strictly prohibited.

1.7.4 Site Development Constraints.

The project site is on U. S. government property and the normal RFP requirements associated with a U. S. government installation shall apply. Known site development constraints include minimum AT/FP setbacks as per UFC criteria along with numerous utilities, some of which must be maintained in current locations.

1.7.5 Contractor’s Use of the Site.

Except for utility service provider access, required coordination with local agencies, and obser-vation and oversight by the Government, the Contractor shall have complete use of the site within final limits of construction to be recommended by the Contractor and approved by the Government.

Security and Identification Requirements, see Section 00 08 00.00 06

1.7.6 Verification of Conditions.

The Contractor shall field verify existing conditions prior to beginning work. The Contractor and the designers of record shall be responsible for investigating all differing site conditions, discrep-ancies, and field related issues that are encountered during the design and construction pro-cess. The designers of record shall be responsible for providing guidance to the Contractor for the resolution of all such issues. The Contractor shall provide notice to the Government of any such issues prior to proceeding and with sufficient time to avoid cost or schedule impacts.

1.7.7 Verification of Utilities.

The Contractor and the designers of record shall be responsible for verifying the condition, loca-tion, and capacity for all utilities necessary for the project. The Contractor and designers of rec-ord shall further verify that all utilities will meet the requirements of this project.

1.7.8 Permits and Regulatory Compliance.

The Contractor shall assure that the site development complies with all applicable local, State and Federal regulations. A list of known regulations is located in Part 2 of this Statement of Work. Timely acquisition of the necessary design and construction related permits shall be the

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Amendment 0004 responsibility of the Contractor. The Contractor, upon notice to proceed, shall immediately begin working on the permits so as not to delay completion of the project. The Contractor shall prepare permits, associated drawings, public notices, and other related documentation as nec-essary to successfully meet permit approval status. The Contractor shall pay for associated permit fees.

1.7.9 Equipment Lead Times.

The Contractor shall account for all long lead items when developing the project Schedule.

Some of items to be aware of are mentioned below but are not limited to. Contactor to finalize their own list of items with exact lead times that will have a negative effect on the project Sched-ule. The information below is for information only.

1.7.9.1 In order to meet the project schedule, the contractor is required to submit final Shop Drawing submittals for all long lead equipment items on a Fast Track Schedule. This will help keep the construction schedule on track.

• Central station Packaged indoor VAV AHU, 5000-CFM, Split DX, with enthalpy wheel energy recovery ~ 26 to 28 weeks

• VAV Box, Electric Heat, 600 CFM ~ 8 to 10 weeks

• VAV Box, Electric Heat, <1000 CFM ~ 8 to 10 weeks

• CRAC Unit - 5 Tons ~ 27 to 30 weeks

• CRAC Unit - 6 Tons ~ 27 to 30 weeks

• Chiller for CRAC Units, 30 Tons, Air cooled, ~ 32 to 35 weeks

• CHW Pumps, 100 GPM, horizontal base mounted ~ 8 to 10 weeks

• Transformers ~ 48-150 weeks

• Generators ~ 48-150 weeks

• Switchgear, Switchboards ~ 60-100 weeks.

1.8 FUNCTIONAL AND AREA REQUIREMENTS.

1.8.1 Army Reserve’s primary criteria documents are the following: “Design Guide: Army Re-serve Facilities”, and “Operational Readiness Training Complex (ORTC) Standard Design – Re-vision 4.6, 24 August 2012”. IT spaces are addressed in the ARNEC Infrastructure Technical Criteria, Change 3, 1 Feb 20.

1.8.2 The building designs shall provide building gross areas as indicated below. The building gross floor areas may not increase or decrease in size without Government approval, except for minor deviations necessary to accommodate building systems. The minimum gross area of the buildings is a minimum requirement of this RFP.

1.8.2.1 This new NEC facility will be 16,948 gross square feet (this does not include ½ sf for additional covered areas).

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1.8.2.2 This new Storage Shed will be 2,750 gross square feet (this does not include ½ sf for additional covered areas).

1.8.3 Individual spaces shall meet the functional and environmental requirements based on UFC 4-171-05 paragraph listed in the Room-by-Room Supplemental Requirements table in At-tachment A, as well as any applicable code requirements and additional requirements noted in this RFP. `

1.8.3.1 The areas shown in the “Target Area” column of the table typically allow minor varia-tion. It is acceptable for the actual clear area of any space to vary from the values in the table by plus or minus 5%, except as noted below or in the Room-by-Room Supplemental Require-ments. If space sizes are varied, functionality and furniture requirements shall be maintained.

1.8.3.1.1 Minimum width of offices shall be 9’-6” to accommodate furniture.

1.9 OPTIONS.

1.9.1 Options.

The Government has identified Option Items that they wish included in the project if available funds allow. The Option Items are identified in the RFP, listed individually on the Bidding Schedule, and described briefly below.

1.9.1.1 Option – Demolition of Existing NEC Building 197 and adjacent NEC Warehouse Fa-cility Including Foundations.

1.9.1.2 Option – Removal of Hazardous Materials Associated with CLIN Item 0006.

1.9.1.3 Option – Demolition of Fence around Facilities associated with CLIN Item 0006.

1.9.1.4 Option - Hazmat line item for an additional 2000 sf of unstable LBP’s throughout the facility. All work required to remove additional unstable LBP’s if found throughout the facility that is above and beyond what is described in the RFP and the Hazmat report.

1.9.1.5 Option - Hazmat line item for an additional 500 sf of pipe insulation throughout the facility. All work required to remove additional pipe insulation if found throughout the facility that is above and beyond what is described in the RFP and the Hazmat report.

1.9.1.6 Option – Army Reserve (OMAR) Funded Bona Fide Need Equipment. All work re-quired to furnish and install “Bona Fide Need Funded Equipment” for the facility.

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PART 2

APPLICABLE CRITERIA AND COORDINATION WITH LOCAL AUTHORITIES

2.1 APPLICABLE CRITERIA.

Applicable design and construction criteria references are listed in this Statement of Work and in the Specifications of this RFP. Criteria shall be taken from the most current references as of the date of issue of the RFP, unless otherwise noted. However, following contract award, Contrac-tor shall bring any criteria updates to the attention of the Contracting Officer. Referenced codes and standards are minimum acceptable criteria. Administrative, contractual, and procedural features of the contract shall be as described in other sections of the RFP. Sources for criteria documents are listed below.

2.1.1 In order for a facility to be occupied by Department of Defense personnel, the design and construction must meet specific requirements. The Government’s primary guidance on fire protection is UFC 3-600-01, Design – Fire Protection Engineering for Facilities. Design and construction of Army Reserve real property improvements shall comply with UFC 3-600-01 and shall comply with the specific applicable requirements of IBC, NFPA 101, and other commercial codes and standards that are referenced in UFC 3-600-01. The Contractor shall complete a Fire Protection/Life Safety Code Submittal form, for the project to demonstrate compliance. The form is available on the Corps of Engineers, Louisville District, Army Reserve Customer Web-site.

2.1.2 Design and construction of Army Reserve real property improvements shall also comply with the requirements of this document and with the current edition of the industry and Federal Government standards listed in this RFP. Where UFC 3-600-01 or any other Federal Govern-ment standard refers to other Federal Government standards not listed in this RFP, the stand-ards not listed in this RFP do not apply.

2.1.3 Some State and local code and regulatory agencies may not have jurisdiction over Fed-eral Government construction on Federal property. However, the Army Reserve wishes to com-ply with State and local codes and regulations, and the Contractor remains responsible for such compliance. Therefore, design and construction of Army Reserve real property improvements shall also comply with all current and applicable State and local codes, and with all other appli-cable laws and regulations governing development, design, and construction at the site. If cer-tain of such requirements appear particularly onerous, or hamper required functionality of the project, the Contractor may recommend the Government waive the requirement or implement a lesser requirement. The Government’s acceptance of such recommendations is not assured.

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2.1.4 The referenced criteria at the time of issue of the RFP except as specifically noted in the RFP or as stated in UFC 1-200-01 should be used for all design and construction activities.

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2.1.5 Where any of the applicable requirements conflict, the most stringent shall govern. In no case shall building code, fire protection, and life safety requirements be reduced below those required in UFC 3-600-01 and this RFP.

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2.1.6 The requirements of the International Mechanical Code (IMC) and International Plumb-ing Code (IPC) shall apply except as follows. Where conflicts exist between the IMC and IPC, and the requirements of this document, this document shall govern. Where the IMC or IPC ref-erences the ICC Electrical Code, the NEC National Electrical Code shall be the applicable code. Where the IMC references the International Fuel Gas Code, the NFPA 54 National Fuel Gas Code shall be the applicable code. Where the IMC or IPC references the International Fire Code, the National Fire Codes published by the National Fire Protection Association (NFPA) shall be the applicable code. Where the IMC or IPC references the International Energy Con-servation Code, the ASHRAE Standard 90.1 “Energy Standard for Buildings – Except Low Rise Residential Buildings” shall be the applicable reference. The requirements of ASHRAE Stand-ard 62.1 Ventilation for Acceptable Indoor Air Quality shall be used in lieu of the ventilation re-quirement contained in the IMC.

2.1.7 The primary criteria and guidance for detailed design of Army Reserve Training Centers is the DESIGN GUIDE: ARMY RESERVE FACILITIES (USAR Design Guide or DG). The Con-tractor shall follow the guidance of the DG in developing the project design unless this RFP di-rects otherwise. For the purposes of this RFP, when the word “should” is used in the DG, it indi-cates a mandatory requirement for this project. When the DG references Government criteria documents not referenced in this RFP, those criteria do not apply to this project.

2.1.7.1 The requirements of the Army Reserve Design Process and Submittal Requirements (DPSR), shall take precedence over any conflicting UFC requirements regarding Predesign, De-sign, Post Design Services, and Submission Requirements.

2.1.8 Best Practices (Chapters or Appendices) listed in any UFCs shall be considered recom-mendations and are not contract requirements, unless otherwise noted in this RFP.

2.1.9 Accessibility – Design and construction must comply with ADA-ABA Accessibility Stand-ard for Department of Defense Facilities and UFAS, whichever is most stringent. Buildings shall be considered to be “commercial facilities” under ADA-ABA.

2.1.10 Design and construction shall comply with applicable Federal laws and regulations, such as EPA Clean Water and Clean Air Act and OSHA requirements.

2.2 LOCAL AND STATE CODES OR STANDARDS.

The following specifications, codes, standards, bulletins, and handbooks form a part of this RFP. Contractor to use all the latest versions regardless of designation that may be mentioned below.

2.2.1 State and Local

State/Local Sedimentation and Erosion Control Design Requirements State/Local Environmental Control Requirements State/Local Storm Water Management Requirements State Elevator Code

2.2.2 National.

IBC – International Building Code

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IPC – International Plumbing Code IMC – International Mechanical Code

2.3 MILITARY CRITERIA.

The following publications form a part of this document.

AR 190-11 Physical Security of Weapons, Ammunition and Explosives (for design and construction of arms vaults only)

AR 380-5 Department…