W912QR21R0054_Specs-0003.pdf

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: ADAM WANTLAND

600 DR M L KING JR PL RM 821

LOUISVILLE KY 40202-2236

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 2

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 W912QR21R0054

X 9B. DATED (SEE ITEM 11)

08-Jun-2021

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 is extended, X 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 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.

U0003

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Aug-2021

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 964860

FACILITY CODECODE

EMAIL:TEL:

W912QR21R0054-0003

W912QR21R0054

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:

AMEND 0003

Solicitation W912QR21R0054 for Building 5503, Barracks D/B FFR at Joint Base McGuire-Dix-Lakehurst, New Jersey is hereby modified as follows:

1. The following Drawings have been replaced in their entirety:

AD200 EXISTING BUILDING ELEVATIONS

A-100 COMPOSITE BASEMENT PLAN

A-110 FIRST FLOOR PLAN

A-200 BUILDING ELEVATIONS

2. The following Specification Sections have been added or replaced in their entirety:

Section 01 02 00.00 48 Statement of Work Attachment A- Room Requirements

3. The solicitation close date remains 7 September 2021 at 10:00 AM Eastern Time.

(End of Summary of Changes)

Building 5503, Barracks D/B FFR P2 #473916 Joint Base McGuire-Dix-Lakehurst, NJ W912QR21R0054

01 02 00.00 48 - 1

SECTION 01 02 00.00 48 – STATEMENT OF WORK

AMENDMENT 0003

TABLE OF CONTENTS

Page

PART 1 DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS 5

1.1 SCOPE OF WORK. 5

1.2 DESIGN OBJECTIVES. 5

1.3 CONTRACTOR RESPONSIBILITY. 7

1.4 SURVEY AND GEOTECHNICAL INFORMATION. 8

1.5 RFP DRAWINGS. 8

1.6 SPECIFICATIONS. 8

1.7 SITE. 9

1.8 FUNCTIONAL AND AREA REQUIREMENTS. 11

1.9 OPTIONS 12

PART 2 APPLICABLE CRITERIA AND COORDINATION WITH LOCAL AUTHORITIES 13

2.1 APPLICABLE CRITERIA. 13

2.2 LOCAL AND STATE CODES OR STANDARDS. 14

2.3 MILITARY CRITERIA. 15

2.4 OTHER APPLICABLE CRITERIA. 16

2.5 SOURCES FOR GOVERNMENT PUBLICATIONS. 21

2.6 PERMITS AND COORDINATION WITH LOCAL AUTHORITIES. 22

PART 3 SITE CIVIL ENGINEERING 23

3.1 GRADING. 23

3.2 SURVEY, GEOTECHNICAL, AND EARTHWORK 23

3.3 UTILITIES. 25

3.4 CIRCULATION AND PARKING. 25

3.5 DEMOLITION. 25

3.6 CLEARING AND GRUBBING. 26

3.7 BORROW MATERIAL. 26

3.8 OFF-SITE WORK. 26

3.9 ANTI-TERRORISM STANDARDS 26

3.10 RECORD OF ENVIRONMENTAL CONSIDERATION (REC) 26

3.11 CONTRACTOR LAYDOWN AREA 26

3.12 SITE IMPROVEMENTS 26

PART 4 SITE ELECTRICAL ENGINEERING 28

4.1 UTILITY POWER. 28

4.2 CATHODIC PROTECTION 29

4.3 SITE SECONDARY POWER 29

PART 5 LANDSCAPE ARCHITECTURE 30

5.1 QUALITY ASSURANCE. 30

5.2 SOIL TESTING. 30

01 02 00.00 48 - 2

5.3 INSTALLATION. 30

5.4 ESTABLISHMENT PERIOD. 30

5.5 WARRANTY. 30

5.6 LANDSCAPE IRRIGATION. 30

5.7 TURF AND MEADOW GRASSES. 30

5.8 MISCELLANEOUS. 30

PART 6 ARCHITECTURAL AND INTERIOR DESIGN 32

6.1 DESIGN GOAL. 32

6.2 GENERAL CONSTRUCTION REQUIREMENTS. 33

6.3 OCCUPANCY AND BUILDING TYPE CLASSIFICATIONS. 35

6.4 EXTERIOR DESIGN. 35

6.5 INTERIOR DESIGN. 39

6.6 FURNITURE AND EQUIPMENT. 45

PART 7 STRUCTURAL DESIGN 47

7.1 GENERAL REQUIREMENTS. 47

7.2 STRUCTURAL WORK. 47

7.3 STRUCTURAL DESIGN CRITERIA. 50

7.4 STRUCTURAL SYSTEMS. 50

7.5 SPECIAL REQUIREMENTS. 51

PART 8 THERMAL DESIGN 52

8.1 THERMAL CHARACTERISTICS. 52

8.2 THERMAL INSULATION AND VAPOR RETARDER. 52

8.3 HUMID AREA DESIGN. 52

8.4 INFILTRATION. 52

PART 9 PLUMBING DESIGN 53

9.1 DESIGN CRITERIA. 53

9.2 DESIGN NARRATIVE AND CALCULATIONS. 53

9.3 DEMOLITION 54

9.4 PLUMBING FIXTURES AND EQUIPMENT. 54

9.5 PIPING SYSTEMS. 55

9.6 NATURAL GAS PIPING SYSTEMS. 57

PART 10 ELECTRICAL DESIGN 58

10.1 DESIGN CRITERIA 58

10.2 DESIGN CALCULATIONS 58

10.3 DEMOLITION 58

10.4 INTERIOR LIGHTING 59

10.5 EXTERIOR LIGHTING 59

10.6 BUILDING ELECTRICAL DISTRIBUTION 60

10.7 SPECIAL POWER REQUIREMENTS 60

10.8 LIGHTNING PROTECTION 61

10.9 EXISTING VAULT 61

01 02 00.00 48 - 3

PART 11 HVAC DESIGN 62

11.1 DESIGN CRITERIA. 62

11.2 DESIGN CALCULATIONS. 63

11.3 DEMOLITION 65

11.4 HVAC SYSTEMS 66

11.5 DUCTWORK, PIPING AND ACCESSORIES 68

11.6 TESTING, ADJUSTING, AND BALANCING. 69

11.7 BUILDING OCCUPANCY FOR ENERGY CALCULATIONS 70

PART 12 ENERGY CONSERVATION AND SUSTAINABLE DESIGN 71

12.1 ENERGY CONSERVATION. 71

12.2 ENERGY CONSERVATION STRATEGIES. 71

12.3 SUSTAINABLE DESIGN 71

PART 13 FIRE PROTECTION DESIGN 73

13.1 DESIGN CRITERIA. 73

13.2 FIRE PROTECTION SYSTEM DESIGN AND CALCULATIONS 74

13.4 FIRE ALARM AND MASS NOTIFICATION SYSTEM 76

13.5 PORTABLE FIRE EXTINGUISHER 79

PART 14 COMMISSIONING AND BUILDING ENVELOPE SEALING PERFORMANCE

REQUIREMENTS 81

14.1 COMMISSIONING. 81

14.2 BUILDING ENEVLOPE SEALING PERFORMANCE REQUIREMENTS. 81

PART 15 TELECOMMUNICATIONS DESIGN 82

15.1 DESIGN CRITERIA 82

15.2 DEMOLITION 82

15.3 SITE TELECOMMUNICATION SERVICE 82

15.4 TELECOMMUNICATIONS PREMISES DISTRIBUTION 83

15.5 CABLE TELEVISION (CATV) SERVICE 85

15.6 ACCESS CONTROL SYSTEM 85

PART 16 ADDITIONAL REQUIREMENTS 86

16.1 WARRANTIES. 86

16.2 CYBERSECURITY 86

16.3 RADON 86

16.4 SOLE SOURCE ITEMS 86

01 02 00.00 48 - 4

ATTACHMENTS TO THE STATEMENT OF WORK

Attachment A Room Requirements Attachment B Hazardous Material Report Attachment C Geotechnical Report Attachment D Fire Flow Data Attachment E Seismic Evaluation, Structural Integrity, and Progressive Collapse Study Attachment F Fire Protection/Life Safety Code Analysis Template Attachment G LEED Checklist Attachment H Installation Design Guide Attachment I Historical Drawings of Similar Barracks Buildings Attachment J Gas Meter Information Attachment K Water Meter Information Attachment L Washer & Dryer Cut Sheets Attachment M USAR Network Enterprise Center Infrastructure Technical Criteria Attachment N Elevator Protection Attachment O AF Form 813 Attachment P Sample Form 1354 Attachment Q Existing Barracks 5503 Photographs Attachment R Antiterrorism Standards for Buildings Checklist

01 02 00.00 48 - 5

PART 1

DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS

1.1 SCOPE OF WORK.

The objective of this solicitation is to obtain a renovated Barracks facility that will operate efficiently and serve the Transient Training Soldiers at Joint Base McGuire-Dix-Lakehurst effectively for many years to come. The Transient Training Soldiers Barracks is a place that will house unac-companied enlisted personnel who will be conducting training exercises at Joint Base McGuire- Dix-Lakehurst. The existing Building 5503 was originally constructed in 1954, was used as a barracks, kitchen and dining hall, and has had upgrades including changing the dining area into a computer lab. Currently, the facility does not meet the needs of a Transient Training Soldiers barracks and needs to be renovated to provide additional barracks, upgrade the mechanical, electrical and fire protection systems along with upgrading building finishes.

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.

1.1.2 This project shall consist of the design and renovation/conversion of existing building 5503 to a Transient Training Soldiers Barracks facility complete with upgrades to the exterior finishes, a new / replacement of the existing asphalt roof, a new elevator, required utilities, com-munications, electric, HVAC, fire protection/alarm systems, EMCS, signage for force protection measures, exterior building mounted lighting, site improvements and grading on a Government-owned facility at Joint Base McGuire-Dix-Lakehurst, New Jersey.

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

1.1.4 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 and described at 1.9 below.

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. Refer-enced 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 renovated barracks facility. Functional space requirements, including general lighting, communications, power, tempered air requirements, finishes, etc. are contained within the RFP and its referenced documents and design guides. Typical functional space furniture layouts and inventories are provided in the RFP drawings (these drawings are preliminary only. It is up to the contractors DOR 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. Unless the

01 02 00.00 48 - 6 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 vendor or manufacturer

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

1.2.2 Primary Consideration. The primary consideration of this solicitation is to obtain a fully functional renovated Barracks 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 building with the site, sustainability, selection of building materials and sys-tems for low-cost maintenance and operation, and an overall balance of esthetics and function-ality. The Army Reserve encourages a project design of award-winning caliber.

1.2.4 Design Freedom. Requirements stated in this RFP are minimums. Innovative, crea-tive, or cost-saving proposals, which meet or exceed these requirements are encouraged, and will be considered more favorably.

1.2.4.1 The project conceptual design was developed by the Army Reserve, the Corps of Engineers, and an A/E design team; this conceptual design is accepted by 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 completing the design, construction documentation, and construction of the facility in conformance with Applicable Cri-teria 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.

1.2.4.4 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 guidelines, as required to accommodate structural layout, and as necessary to provide ade-quate space for mechanical, electrical and communication spaces. The mechanical and electri-cal spaces must provide adequate space to safely and efficiently accommodate equipment op-eration and maintenance. The spatial relationships and adjacencies in the RFP drawings, how-ever, must be maintained, unless the Contractor recommends changes to the Government, 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.

Refer to Parts 2 through 15 for more details that may apply.

01 02 00.00 48 - 7

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 to produce a pleasing appearance, coordinated throughout. The final palette of colors and materials selection is required to be accepted by the Government. Refer to Parts 2 through 15 for more details that may apply.

1.2.5 Installation Design Guidance.

1.2.5.1 The contractor is to follow the most up to date Joint Base McGuire-Dix-Lakehurst In-stallation Design Guide (IDG) for the requirements for the exterior renovation.

1.2.6 Energy and Resources Conserving Features. Public Laws 102-486 and 109-58, Ex-ecutive Order 13423, and Federal Regulations 10 CFR 435, require federal buildings to be de-signed and constructed to reduce energy consumption in a life-cycle, cost-effective manner us-ing renewable energy sources when economical. Products designed to conserve energy and resources by controlling the amounts of consumed energy or by operating at increased efficien-cies should be considered. Minimum requirements for this project are listed in this Statement of Work. Refer to Parts 2 through 15 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. 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 14 of this Section and Section 01 33 29.00 06.

1.2.8 Antiterrorism and Force Protection Considerations. This Project’s design and con-struction shall comply with the Department of Defense Antiterrorism (AT) Standards for Build-ings, UFC 4-010-01, 12 Dec 2018 (Change 1, August 19, 2020). The Project shall meet the re-quirements for an “Inhabited” facility located within an Installation Perimeter. 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.

1.3 CONTRACTOR RESPONSIBILITY.

1.3.1 The Contractor shall provide all labor, materials, equipment, supplies, permits, fees, and consultant services to design and construct this Barracks facility. The complex shall be a com-plete 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 has no bearing on the Scope of the Work.

01 02 00.00 48 - 8

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.

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.

Item Designed by

Furnished by

Installed by

Makes final connection

Freestanding furniture Cont Govt Govt --- Horizontal Metal Blinds Cont Cont Cont --- Fire extinguishers Cont Cont Cont --- Surface Mounted Entry Mats Cont Cont Cont --- Washers and Dryers* Cont Govt Govt Govt Refrigerators* Cont Cont Cont Cont Countertop Microwave* Cont Cont Cont Cont Vending Machines* Cont Govt Govt Govt Metal Utility Shelving Cont Cont Cont --- Televisions* Cont Govt Govt Govt

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 for a nearby build-ing and is included in the RFP as an attachment. 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.

The conceptual drawings are included as a part of this RFP to provide preliminary information and criteria for the Contractor’s completion of the design.

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

01 02 00.00 48 - 9 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 priority applies:

1.6.3.1.1 First select Sections specifically developed for Army Reserve facilities. Such Sec-tions 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 En-gineers, Louisville District, Army Reserve Customer Website. Refer to Part 2 of this Section.

1.6.3.1.2 If no RST Section exists, select a Louisville District-specific Section (LRL), accessi-ble from the same website. Such Sections have a “06” as the fifth level of their MasterFormat 2004 numbering.

1.6.3.1.3 If no Section described above exists, select an Army Section. Such Sections have a “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 described on the RFP drawings is included as part of this solicitation and consists of a total of approximately 1.7 acres. The site lies within Joint Base McGuire-Dix-Lakehurst (JB MDL) along Alabama Avenue in Burlington county New Jersey. Site work includes all design and con-struction of site features described in the RFP, including but not limited to, site planning, clearing, grading, erosion control, site drainage, signage, and physical security measures.

1.7.1 Special Utilities and Supplementary Construction.

Not Used.

01 02 00.00 48 - 10

1.7.2 Demolition Considerations and Requirements. Site demolition for the renovation of B5503 will primarily consist of the removal of the sidewalk surrounding the building and all exterior stairs and handrails. There are no mature trees on site that will need to be removed as part of this RFP.

Materials shall be disposed of off government property in a state certified landfill. The contractor must obtain required demolition permits and disposal permits. Obtain approval of the disposal site from the Contracting Officer. Cleared and grubbed material will be ground for mulch and recycled with the excess disposed of offsite in an approved disposal area.

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 conser-vation 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.

1.7.3.1 The Contractor shall use the following numbers in addition to the quantities found in the Hazardous Materials Survey (Attachment P):

Asbestos Cement Board on interior perimeter walls: 6,500 SF Window Caulk (Interior & Exterior): 7,400 LF ACM Waterproofing (Interior surface of exterior cmu) 3,000 SF Building Expansion Joint caulk (Exterior): 1,800 LF Fluorescent Bulbs – 2ft L (PCB): 400 EA Fluorescent Bulbs – 4ft L (PCB): 150 EA

1.7.3.2 In the process of demolition should the contractor uncover tar vapor barrier on the exterior wall that contains asbestos containing material, the contractor shall cover it with new wall construction. Should any additional suspected hazardous materials be encountered during site investigations or construction, the Contractor shall immediately stop work in the affected area, notify the Contracting Officer, and await Contracting Officer’s direction before proceeding with additional work in the area.

1.7.3.3 Buildings must be designed and constructed to maintain space humidity at reasona-ble levels to prevent mold.

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.

1.7.5 Contractor’s Use of the Site. Except for utility service provider access, required coor-dination with local agencies, and observation 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.

1.7.5.1 Security and Identification Requirements. Refer to Section 00 80 00.00 06.

1.7.5.2 Contractor’s trailers and other equipment and materials on the site shall be tied down

01 02 00.00 48 - 11 to resist storm force winds. Contractor shall maintain the site free from debris that could repre-sent a hazard during storm force winds.

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 investigat-ing all differing site conditions, discrepancies, and field related issues that are encountered dur-ing the design and construction process. 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 responsi-ble for verifying the condition, location, and capacity for all utilities necessary for the project.

The Contractor and designers of record shall further verify that all utilities will meet the require-ments of this project.

1.7.8 Regulatory Compliance. The Contractor shall assure that the site development com-plies with all applicable local, State and Federal regulations. A list of known regulations is lo-cated in Part 2 of this Statement of Work. Timely acquisition of the necessary design and con-struction related permits shall be the responsibility of the Contractor. The Contractor, upon no-tice 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 necessary to successfully meet permit approval status. The Contractor shall pay for all associated permit fees.

1.8 FUNCTIONAL AND AREA REQUIREMENTS.

The Army Reserve’s primary criteria documents are the following: “USAR Pamphlet Design Guide Army Reserve Facilities 14 August 2020”, commonly referred to as the Design Guide or DG; and “Operational Readiness Training Complex (ORTC) Standard Design – Revision 4.6, 24 August 2012”. IT spaces are addressed in the ARNEC Infrastructure Technical Criteria, Change 3, 1 Feb 20.

1.8.1 The existing Building 5503 gross square footage is approximately 39,770. The renovation will include renovating the existing building floor plan, structural, mechanical, electrical, fire pro-tection, communication systems, and interior finishes. The new floor plan will consist of two per-son barracks with a shared bathroom, mechanical room, day room, laundry and elevator on all three floors. The single story wing presently houses a computer lab that will be converted to an Auditorium with fixed seats, restrooms and storage rooms. The sub-grade basement presently contains a certified weapons vault with Intrusion Detection System (IDS) and will remain but be upgraded.

1.8.2 Individual spaces shall meet the functional and environmental requirements of the above referenced criteria documents, as well as any applicable code requirements, and additional re-quirements in this RFP. Refer to the RFP attachment “A” for Room Requirements.

1.8.2.1 The areas shown in the “Target Net Area” column of Room Requirement Attachment “A” reflect the areas achieved on the RFP Drawings, however minor variation is allowed. It is acceptable for the actual clear area of any space to vary from the values in the table by plus or minus 5%. If space sizes are varied, functionality and furniture requirements shall be maintained.

1.8.2.1.1 The minimum width for offices shall be 9’-6”.

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1.9 OPTIONS

1.9.1 Options. The Government has identified Option Items that they wish included in the pro-ject 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 – New Entry Canopies. All work required to furnish and install (4) new entry canopies and frames at each entrance to Building 5503 to match the existing canopies.

1.9.1.2 Option – Fire pump and Housing. All work required to design, furnish and install a packaged fire pump and exterior enclosure to provide adequate water pressure to Building 5503.

1.9.1.3 Option – Painting Large Steel canopy. All work required to repaint the existing steel canopy as shown on drawings and described in the RFP.

1.9.1.4 Option – Paved Parking Lot. All work required to resurface the existing parking lot as described on the drawings and in the RFP.

1.9.1.5 Option – Army Reserve (OMAR) Funded Bona Fide Need Equipment. All work re-quired to design, 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 Website.

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 Army Reserve required func-tionality 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.

2.1.4 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 re-quired in UFC 3-600-01 and this RFP.

2.1.5 The requirements of the International Mechanical Code (IMC) shall apply except as fol-lows. Where conflicts exist between the IMC and the requirements of this document, this docu-ment shall govern. Where the IMC references the ICC Electrical Code, the NEC National Elec-trical 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 refer-ences the International Fire Code, the National Fire Codes published by the National Fire Pro-tection Association (NFPA) shall be the applicable code. Where the IMC references the Interna-tional Energy Conservation Code, the ASHRAE Standard 90.1 Energy Standard for Buildings –

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Except Low Rise Residential Buildings shall be the applicable reference. The requirements of ASHRAE Standard 62.1 Ventilation for Acceptable Indoor Air Quality shall be used in lieu of the ventilation requirement contained in the IMC.

2.1.6 The primary criteria and guidance for detailed design of Army Reserve Training Centers is “USAR Pamphlet Design Guide Army Reserve Facilities 14 August 2020” (Design Guide or DG) and “Operational Readiness Training Complex (ORTC) Standard Design – Revision 4.6, 24 August 2012”.. The Contractor shall follow the guidance of the DG in developing the project de-sign, unless this RFP directs otherwise. For the purposes of this RFP, when the word “should” is used in the DG, it indicates a mandatory requirement for this project. When the DG refer-ences Government criteria documents not referenced in this RFP, those criteria do not apply to this project.

2.1.6.1 Any and all UFC’s are considered the primary criteria, and if the UFC’s conflict with the Army Reserve Design Guide or any other criteria, the UFC’s shall be followed as first prece-dence.

2.1.6.2 The requirements of the Army Reserve Design Process and Submittal Requirements (DPSR), shall not take precedence over any conflicting UFC requirements regarding Predesign, Design, Post Design Services, and Submission Requirements.

2.1.7 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.

2.1.8 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. The barracks rooms are not re-quired to meet the requirements for ADA-ABA.

2.1.9 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.

2.2.1 State and Local

New Jersey Department of Transportation Standard Specifications for Highway and Bridge Construction The Standards for Soil Erosion and Sediment Control in New Jersey New Jersey Environmental Control Requirements New Jersey Storm Water Management Requirements

2.2.2 National.

IBC – International Building Code 2018 IEBC – International Existing Building Code 2018 IPC – International Plumbing Code 2018 IMC – International Mechanical Code 2018

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NEC – National Electrical Code 2020

2.3 MILITARY CRITERIA.

2.3.1 The following publications form a part of this document. The applicable editions are those current as of the date of issue of the RFP.

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

AR 380-5 Department of the Army Information Security Program - Chap-ter 7, Section III

CR-200010 Joint Service Oil/Water Separator Guidance Document

AMENDMENT 0002

DODI 8510.01 Risk Management Framework (RMF) for DoD Information

Technology (IT) 12 March 2014

MIL HDBK 1012/3 Telecommunications Premisis Distribution – Planning, Design, and Estimating

MIL HDBK 1013/1A Military Handbook: Design Guide for Physical Security of Facil-ities - for protection of openings into secure areas such as SIPRNET Café, and COMSEC

I3A Technical Criteria for The Installation Information Infrastructure

Architecture (I3A) (for outside plant design criteria only)

ECB 2018-11 Control System Cybersecurity Coordination Requirement UFC 1-200-01 DoD Building Code UFC 1-200-02 High Performance and Sustainable Building Requirements UFC 3-101-01 Architecture UFC 3-110-03 Roofing UFC 3-120-01 Design: Sign Standards UFC 3-120-10 Interior Design UFC 3-201-01 Civil Engineering UFC 3-201-02 Landscape Architecture UFC 3-210-10 Low Impact Development UFC 3-220-01 Geotechnical Engineering UFC 3-250-01 Pavement Design for Roads and Parking UFC 3-301-01 Structural Engineering UFC 3-401-01 Mechanical Engineering UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems

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UFC 3-410-02 Direct Digital Control for HVAC and Other Building Control Systems

UFC 3-420-01 Plumbing Systems UFC 3-490-06 Elevators UFC 3-501-01 Electrical Engineering UFC 3-520-01 Interior Electrical Systems UFC 3-530-01 Interior and Exterior Lighting Systems and Controls UFC 3-550-01 Exterior Electrical Power Distribution UFC 3-570-01 Cathodic Protection UFC 3-580-01 Telecommunications Interior Infrastructure Planning and De-sign UFC 3-600-01 Fire Protection Engineering for Facilities UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings UFC 4-010-06 Cybersecurity of Facility-Related Control Systems UFC 4-021-01 Design and O&M: Mass Notification Systems UFC 4-021-02 Electronic Security Systems UFC 4-023-03 Design of Buildings to Resist Progressive Collapse

USAR Pamphlet Design Guide Army Reserve Facilities

No number US Army Reserve Network Enterprise Center Infrastructure

Technical Criteria (ARNEC ITC)

No number USAR Design Process and Submittal Requirements (DPSR)

No number ADA-ABA Accessibility Standard for Department of Defense

Facilities

No number 2017 Implementing Guidance, Army Stormwater Management

Using Low Impact Development

No number MEMORANDUM FOR PPMD titled “Implementation of UFC 4-

010-01 revision 12 Dec 2018” dated 22 January 2019.

No number Department of the Army Sustainable Design and Development

(SDD) Policy memo dated January 17, 2017

No number IDS Responsibilities memo; Arms Vault IDS system

No number Caging Details; Unit Storage and Arms Vault, and other rooms with caging.

No number US Army Reserve Color Board

SDDCTEA Pamphlet 55-17 Better Military Traffic Engineering

2.4 OTHER APPLICABLE CRITERIA.

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Applicable design and construction criteria references are listed below. This list is not intended to include all criteria that may apply or to restrict design and construction to only those refer-ences listed.

Air Conditioning and Refrigeration Institute (ARI) ARI 310/380 Packaged Terminal Air-Conditioners and Heat Pumps ARI 440 Room Fan-Coil and Unit Ventilator ARI 445 Room Air-Induction Units ARI 880 Air Terminals

Air Movement and Control Association (AMCA) AMCA 210 Laboratory Methods of Testing Fans for Rating

American Architectural Manufacturers Association (AAMA) AAMA 605 Voluntary Specification Performance Requirements and Test Proce-dures for High Performance Organic Coatings on Aluminum Extrusions and Panels

AAMA 607.1 Voluntary Guide Specifications and Inspection Methods for Clear Anodic Finishes for Architectural Aluminum

AAMA 1503 Voluntary Test Method for Thermal Transmittance and Condensa-tion Resistance of Windows, Doors, and Glazed Wall Sections

American Association of State Highway and Transportation Officials (AASHTO) Roadside Design Guide [guardrails, roadside safety devices] Standard Specifications for Transportation Materials and Methods of Sampling and Testing [Road Construction Materials] Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals A Policy of Geometric Design of Highways and Streets Guide for Design of Pavement Structures, Volumes 1 and 2 [pavement design guide] American Bearing Manufacturers Association (AFBMA)

AFBMA Std. 9 Load Ratings and Fatigue Life for Ball Bearings AFBMA Std. 11 Load Ratings and Fatigue Life for Roller Bearings

American Boiler Manufacturers Association (ABMA) ABMA ISEI Industry Standards and Engineering Information

American Concrete Institute ACI 318, Building Code Requirements for Structural Concrete ACI SP-66, Details Manual ACI 530/530.1, Building Code Requirements and Specification for Masonry

Structures American Concrete Pipe Association

Design Manual Installation Manual

American Institute of Steel Construction (AISC) Steel Construction Manual and all standards and specification therein Seismic Design Manual and all standards and specification therein Steel Design Guide 11, Floor Vibrations due to Human Activity

American Iron and Steel Institute (AISI) AISI, S100, North American Specification for the Design of Cold-Formed Steel

Structural Members AISI D100, Cold-Formed Steel Design Manual AISI S400, North American Standard for Seismic Design of Cold-Formed Steel

Structural Systems American National Standards Institute 11 (ANSI)

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ANSI Z21.10.1 Gas Water Heaters Vol. 1, Storage water Heaters with Input Rat-ings of 75,000 Btu per Hour or less

ANSI Z124.3 American National Standard for Plastic Lavatories ANSI Z124.6 Plastic Sinks ANSI Z21.45 Flexible Connectors of Other Than All-Metal Construction for Gas

Appliances ANSI Z358.1 Emergency Eyewash and Shower Equipment ANSI C2 National Electrical Safety Code ANSI/AF&PA NDS National Design Specification for Wood Construction

American Society of Civil Engineers (ASCE) Minimum Design Loads and Associated Criteria for Buildings and Other Struc-tures – ASCE 7 Design and Construction of Sanitary and Storm Sewers, Manuals and Reports on

Engineering Practice – No. 37 [sanitary sewer and storm drain design criteria] American Society of Heating, Refrigerating and Air Conditioning Engineers

(ASHRAE)

ASHRAE Hdbk-IP Handbook, Fundamentals I-P Edition ASHRAE HVAC Applications Hdbk – Handbook, HVAC Applications ASHRAE Standard 15 Safety Standard for Refrigeration Systems ASHRAE Standard 55 Thermal Environmental Conditions for Human Occupancy ASHRAE Standard 62.1 Ventilation for Acceptable Indoor Air Quality. Edition year and to the extent as referenced in UFC 3-410-01.

ASHRAE 90.1 Energy Standard for Buildings Except Low-Rise Residential Build-ings. Edition year and to the extent as referenced in UFC 1-200-02.

ASHRAE 189.1 Standard for the Design of High-Performance Green Buildings.

Edition year and to the extent as referenced in UFC 1-200-02, and to the ex-tent indicated in the RFP.

American Society of Mechanical Engineers International (ASME) ASME BPVC SEC VII Boiler and Pressure Vessel Code: Section VII Recom-mended Guidelines for the Care of Power Boilers ASME A17.1 Safety Code for Elevators and Escalators

American Society for Testing and Materials (ASTM) E1592 Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference American Water Works Association (AWWA)

AWWA Standards [standards for water line materials and construction] American Welding Society (AWS)

D1.X Standards Architectural Woodwork Institute (AWI)

AWI Quality Standards Associated Air Balance Council (AABC)

AABC MN-1 National Standards for Testing and Balancing Heating, Ventilating, and Air Conditioning Systems

AABC Commissioning Group Commissioning Guidelines Builders Hardware Manufacturers Association (BHMA)

ANSI/BHMA A156.4 American National Standards for Door Controls – Closers… Cast Iron Soil Pipe Institute (CISPI) Code of Federal Regulations (CFR)

49 CFR 192 Transportation of Natural and Other Gas by Pipeline: Minimum Fed-eral Safety Standards

10 CFR 430 Energy Conservation Program for Consumer Products

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Ductile Iron Pipe Research Association (DIPRA), Design of Ductile Iron Pipe Environmental Protection Agency

EPA 625-R-92-016 Radon Prevention in the Design and Construction of Schools and Other Large Buildings

Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices for Streets and Highways [signage for streets and highways] Illuminating Engineering Society (IES)

The Lighting Handbook, Reference and Application Institute of Electrical and Electronics Engineers Inc. (IEEE)

Standard for Use of the International System of Units (SI): the Modern Metric System

National Electrical Safety Code ANSI C2 Institute of Traffic Engineers (ITE)

Trip Generation Transportation Planning Handbook

LEED: Leadership in Energy and Environmental Design Green Building Rating Sys-tem, Version 4, as developed by the U.S. Green Building Council (USGBC)

Metal Building Manufacturer’s Association (MBMA) MBMA Metal Building Systems Manual, with latest Supplement MBMA Seismic Design Guide for Metal Building Systems National Association of Corrosion Engineers International (NACE) NACE SP0169 Control of External Corrosion on Underground or Submerged Metallic

Piping Systems NACE SP0185 Extruded, Polyolefin Resin Coating Systems with Soft Adhesives for Underground or Submerged Pipe NACE SP0285 Corrosion Control of Underground Storage Tank Systems by Ca-thodic Protection NACE SP0286 Electrical Isolation of Cathodically Protected Pipelines

National Electrical Manufacturers Association (NEMA) National Environmental Balancing Bureau (NEBB)

NEBB Procedural Standards for Testing Adjusting Balancing of Environmental Systems

NEBB Procedural Standards for Building Systems Commissioning National Fire Protection Association (NFPA)

NFPA 1 Fire Code Handbook NFPA 10 Standard for Portable Fire Extinguishers NFPA 13 Installation of Sprinkler Systems NFPA 13R Residential Occupancies up to and Including Four Stories in Height

Sprinkler Systems NFPA 20 Installation of Centrifugal Fire Pumps NFPA 24 Standard for the Installation of Private Fire Service Mains and Their Ap-purtenances (underground fire protection system design) NFPA 30 Flammable and Combustible Liquids Code NFPA 30A Motor Fuel Dispensing Facilities and Repair Garages NFPA 31 Installation of Oil Burning Equipment NFPA 54 National Fuel Gas Code NFPA 58 Liquefied Petroleum Gas Code NFPA 70 National Electrical Code NFPA 70E Standard for Electrical Safety in the Workplace NFPA 72 National Fire Alarm and Signaling Code

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NFPA 80…