Repair Dorm B2620 - Statement of Objective DRAFT.pdf

REPAIR DORMITORY, BLDG 2620

STATEMENT OF OBJECTIVES

Project No. PTFL 11-1018

Prepared by: 787th Civil Engineer Squadron Joint Base McGuire-Dix-Lakehurst, NJ Date: December 15, 2025

DRAFT

PTFL 11 1018 Repair Dormitory B2620

TABLE OF CONTENTS

TABLE OF CONTENTS

SECTION TITLE

01 11 00 Statement of Objectives 01 11 00.01 JBMDL Environmental Specifications 07 01 50.81 Roof Replacement Specifications 08 51 13 Aluminum Window Specifications 33 80 00 AMRS Meter Specifications

THE FOLLOWING SPECIFICATION SECTIONS ARE INCLUDED AND PART OF THE

GOVERNMENT FURNISHED 60% DESIGN DOCUMENT

SPECIFICATIONS Volume 1 of 2 (Divisions 01 – 10) DORMITORY RENOVATION (B2620) SPECIFICATIONS Volume 2 of 2 (Divisions 12 – 33) DORMITORY RENOVATION (B2620)

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 STATEMENT OF WORK

01 01 20 SPECIAL CONDITIONS

01 02 00 WORK PHASING REQUIREMENT

01 11 00 SUMMARY OF WORK

01 11 00.01 JBMDL Environmental Specifications

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 60 S TORM WATER POLLUTION PREVENTION

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 54 00 AFFIRMATIVE PROCUREMENT

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 42 51 CARPET REMOVAL AND RECLAMATION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 13.00 10 ASBESTOS ABATEMENT

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND

MERCURY

DIVISION 03 – CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 01 30.72 STRENGTHENING OF CAST-IN-PLACE CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 – MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 – METALS

05 40 00 COLD-FORMED METAL FRAMING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 29 SPRAYED FOAM INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 71 00 DOOR HARDWARE

DIVISION 09 – FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, PORCELAIN, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 – SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 26 13 CORNER GUARDS

10 28 00.00 48 TOILET AND BATH ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 – EQUIPMENT

11 31 13 ELECTRICAL KITCHEN EQUIPMENT APPLIANCES

DIVISION 12 – FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 21 –FIRE SUPPRESSION

21 21 03.00 10 WET CHEMICAL FIRE EXTINGUISHING SYSTEM

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL

SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 64 26 CHILLED AND CHILLED-HOT WATER PIPING SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 13 23.00 40 COMMUNICATIONS OPTICAL BACKBONE CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 00 DECORATIVE METAL FENCES AND GATES

DIVISION 33 - UTILITIES

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PTFL 11 1018

Project PTFL 11 1018 Repair Dormitory, Building 2620

SECTION 01 11 00

STATEMENT OF OBJECTIVES

15 December 2025

1.0 DESCRIPTION OF SERVICES. The Contractor shall furnish all personnel, labor, equipment, tools, materials, supervision, and other items and services necessary to correct and complete the 60% Government provided design to a final 100% design and Repair Dormitory, BLDG 2620 at Joint Base McGuire-Dix-Lakehurst (JBMDL) Project PTFL 11-1018. The Contractor is required to provide both Design and Construction services. The Contractor shall perform all work as described herein in this Statement of Objective. Requirements stated in this Request for Proposal (RFP) are minimum. Contractor shall follow all applicable, but not limited to, codes, technical references, and environmental controls referenced. The project involves the design & repair of dormitory Building 2620, the adjacent laundry building/pavilion building serving Building 2619 and 2620, and the transition enclosure between Building 2620 and the laundry building/pavilion building.

The purpose of this Design Build Project is to use the 60% Government provided design to develop a final 100% design package and fully Repair Dormitory, BLDG 2620, the adjacent laundry building/pavilion building serving Building 2619 and 2620, and the transition enclosure between Building 2620 and the laundry building/pavilion building. The 60% Government provided design includes the specification sections provided in this document and listed in the Table of Content and Project PTFL 11-1018 Drawing set. The Government furnished 60% design drawings is not entirely correct and must be updated and completed to 100% final design in accordance with the requirements listed in this Statement of Objective.

The Government provided Specifications and Drawings must be corrected and updated as part of the design effort. The project involves the selective demolition and repair of Dormitory BLDG 2620, the adjacent laundry building/pavilion building serving Building B2619 and B2620, and the transition enclosure between Building 2620 and the laundry building/pavilion building. Contractor shall renovate interiors including floors, walls, ceiling, finishes, restrooms and laundry building/pavilion building renovation, updating buildings to conform with latest code for Energy and Life Safety, exterior renovations including new roof and windows. Existing mechanical room in basement shall be relocated to the first floor of BLDG 2620. Repairs shall also include a complete update to the HVAC and Plumbing systems.

HVAC upgrades include complete replacement of all HVAC equipment and components. All existing plumbing piping and fixtures shall be replaced and updated. Electrical updates include an update to the entire electrical distribution system. The electrical system updates shall include a complete replacement of electrical distribution from the pad mount transformer secondary conductors to the entire downstream building distribution system. Fire protection updates include installation of a mass notification system and fire alarm system throughout the dormitory and laundry building/pavilion building. B2620 shall be re-graded to maintain positive drainage away from the building. Existing storm sewer inlets buried with debris, dirt, and grass shall be cleared.

This project is a Design-Build Effort to Repair Dormitory, BLDG 2620 and the adjacent laundry building/pavilion building along with the transition enclosure between the laundry building/pavilion building and the dormitory building. The Base Bid work includes completing the government furnished 60% design to obtain a final 100% design package and repairing Dormitory Building 2620 and the adjacent laundry building/pavilion building as per this Statement of Objective. Bid Option Task 2 thru 5 is for additional work that may be required. The Government is providing this Statement of Objective and a partial 60% design package, including drawing set and specification sections. The Contractor shall complete the design and have an approved 100% final design submission prior to starting the construction work. Once acceptance of a satisfactory design package is reached, the contractor is expected to complete the full repair following all plans, specifications, and procedures outlined in the approved package. At the discretion of the Government, the Contractor may be allowed to commence with the removal and demolition portion of the construction work after the 95% design submission has been approved.

Architectural and Engineering services of licensed registered architects and professional engineers are required to design and deliver complete drawings, specifications, design analysis, and any other design package documents that are required. The Contractor shall complete design efforts to the appropriate level of design per the requirements of the Statement of Objective (65% / 95% / 100% final).

Construction services shall provide all labor, materials, equipment, supervision and management to complete the project in accordance with the requirements in the Statement of Objective. The Contractor shall follow all applicable local, state, federal, and installation rules, regulations, codes, and standards. Contractor shall also comply with all environmental requirements referenced.

Requirements stated in this Request for Proposal (RFP) are minimum. Design and construction shall meet or exceed the requirements. The design and technical criteria contained and cited in this RFP establish minimum standards for design and construction quality. Innovative, creative, and life cycle cost effective solutions which meet or exceed these requirements are encouraged.

NOTE: CONTRACTOR SHALL MAINTAIN UPDATED RED-MARK AS-BUILT

DRAWINGS AT THE SITE DURING THE COURSE OF THE WORK. FOR ALL

EXTERIOR UTILITY TASKS, CONTRACTOR SHALL PROVIDE A SURVEY WITH

GIS SHOWING THE EXACT LOCATION AND DEPTH OF ALL NEW UTILITY LINES

(ELECTRICAL, CHILLED WATER, ETC.) INSTALLED.

2.0 PERIOD OF PERFORMANCE (POP): The Period of Performance is 665 calendar days from the date of contract award. The Design Period of Performance is 245 days and the Construction Period of Performance is 420 days for a total of 665 calendar days from the contract award date.

Refer to TABLE OF DELIVERABLES in this specification section for the design timeline.

Prior to moving to the next design stage, the Contractor shall request an on-board review (OBR) meeting. The goal of the OBR meeting is to discuss all Government design comments and to ensure that these comments are understood and agreed upon. After receiving the

Government’s final approval on the final 100% design, the Contractor shall start the on-site work under the direction of the Government and complete it within 420 calendar days. The total performance period will be 665 calendar days.

3.0 REAL PROPERTY INFORMATION

Dormitory Building 2620 and the adjacent laundry building/pavilion building along with the transition enclosure between the laundry building/pavilion building and the dormitory building were originally constructed circa 1950’s. The dormitory building is three-story and contains a total of 66 bedrooms. The single story laundry building/pavilion building along with the transition enclosure between the laundry building/pavilion building and the dormitory building is approximately 2,622 square feet.

DORMITORY BUILDING 2620

First Floor: Bedrooms (22), Bathrooms (13), Lobby, Storage, Utility (comm, elec) Second Floor: Bedrooms (22), Bathrooms (12), Utility (comm, elec) Third Floor: Bedrooms (22), Bathrooms (12), Storage, Dayroom, Utility (comm, elec)

Construction:

Floors: Cast-in-place one-way concrete slab Exterior Walls: 8” CMU with EIFS infilled between cast-in-place concrete frame, to be verified by Contractor.

Interior Walls: Metal Stud/Gyp; Lath/Plaster Roof: Wood rafter structure/wood trusses, Asphalt shingle roof over plywood sheathing, Aluminum fascia, Metal gutters and downspouts Stairs: Interior concrete stair and landings with painted steel stube railings. Exterior metal grating stairs supported by painted exposed steel structure with painted steel tube railings Openings: Hollow metal doors on the exterior. Wood doors at interior. Aluminum frame windows with insulating glass Finishes: Wood framing and lath with gypsum sheathing. Gypsum ceiling in bedrooms and bathrooms. Suspended acoustic ceiling panel system in corridors.

Carpet flooring with rubber base molding in the bedrooms and corridors. Ceramic mosaic tile flooring and wall tile wainscot in the bathrooms. VCT in storage rooms Structure: On-site visual observations and existing renovation drawings from the 1990s suggest that the building is concrete beam and column. The east-west walls appear to be acting as shear walls. The third floor corridor wall is load bearing CMU.

LAUNDRY / PAVILION BUILDING

Laundry, Mailroom, Lounge, Utility, Storage

Construction:

Floors: 4” Slab-on-grade Exterior Walls: EIFS system on Metal Studs, to be verified by Contractor.

Interior Walls: Gypsum board on Metal Stud.

Roof: Wood rafter structure, Asphalt shingle roof over plywood , Wood fascia, Metal gutters and downspouts, aluminum soffit Openings: Hollow metal doors on the exterior. Wood doors at interior. Large aluminum frame windows with insulating glass

Finishes: Gypsum board walls, Gypsum ceilings, carpet/tile mix flooring, tile base, VCT flooring in storage rooms

4.0 PERMITS: If a permit is required, the Contractor’s design engineer is responsible for developing the engineering drawings, completing the permit paperwork, and paying all applicable fees. The Contractor shall obtain ALL required permits and documentation prior to construction work commencement. Agencies that require permits include but are not limited to: Burlington County Soil Conservation District. Permit applications to the Soil Conservation District is required for soil disturbances that exceed 5,000 square feet. The 5,000 square feet, per BCSCD, disturbance is a combination of all tasks and is not per task.

Contractor is responsible for submitting the application and paying all expenses and fees associated with submitting the application package and obtaining the permits. Erosion and Sediment Controls as outlined in the specifications and plan sheets are required for all work that causes a soil disturbance regardless of the requirement for a permit from Burlington County Soil Conservation District. The Contractor is responsible for reviewing all tasks to identify any other required permits, preparing and submitting the necessary paperwork and fees, and obtaining all required permits. Requirements and procedures associated with the Digging Permits are described elsewhere in the specifications and contract document and are also the responsibility of the contractor.

5.0 HAZARDOUS MATERIAL INSPECTION:

A limited hazardous material inspection was conducted for the presence of asbestos-containing materials (ACM) and lead-containing paint (LCP) within Building 2620. The hazardous material inspection report is provided in the Appendix. None of the sampled materials contained asbestos greater than the US EPA criteria level of 1% asbestos by weight and/or in accordance with NESHAP regulations. All the painted materials within Building 2620 should be identified as lead-containing paint (LCP). The Contractor shall presume materials contain lead in the facility and prepare the design and subsequent cost proposal accordingly. Contractor shall remove all lead based paint and mold in the building. The Contractor shall be responsible to perform LBP and mold removal and demolition work according to all applicable federal, state, and local laws. Refer to Specification Section

011100.01 for LBP Federal, State, Local laws and regulations information.

6.0 APPLICABLE CODES AND STANDARDS

As a minimum, the latest editions of the following codes, standards, and references shall be used for the design:

- JB MDL Installation Design Guide – McGuire

- JBMDL Standards and Safety Regulations

- National Fire Protection Association (NFPA):

o NFPA 1 Fire Code o NFPA 10 Standard for Portable Fire Extinguishers o NFPA 70 National Electrical Code (NEC) o NFPA 72 National Fire Alarm and Signaling Code o NFPA 80 Standard for Fire Doors and Fire Windows o NFPA 90A Standard for the Installation of Air-Conditioning and

Ventilation Systems.

o NFPA 101 Life Safety Code o NFPA 780 Standard for the Installation of Lighting Protection Systems

- International Building Code (IBC)

- International Mechanical Code (IMC)

- International Plumbing Code (IPC)

- International Fuel Gas Code (IFGC)

- Mechanical Systems – ASHRAE and SMACNA Standards

- ASHRAE 90.1-2019: Minimum energy efficiency requirements

- ANSI/ASHRAE/IESNA Standard 90.1 (ASHRAE 90.1) Energy Standards for

Buildings Except Low Rise Residential Buildings

- Uniform Federal Accessibility Standard (UFAS)

- ADA Standards for Accessible Design 2010

- LEED v4

- National Electrical Code

- IEEE C2, National Electrical Safety Code for distribution outside of buildings

- American National Standards Institute (ANSI) A 137.1 and Tile Council of America o (TCA) Handbook for Tile

- AWWA C651: Disinfection of Water Mains

- AWWA C600/ C605: Installation of Water Mains

- AWWA C906: Polyethylene (PE) Pressure Pipe and Fittings, 4 In. through 65 In.

(100 mm Through 1,650 mm), for Waterworks

- Code of Federal Regulations (CFRs)

- Occupational Safety and Health Regulations (OSHA)

- DoDI 6055.01 DoD Safety and Occupational Health (SOH) Program

- Air Force Handbook (AFH, 10-222, Vol-3: Guide to Civil Engineer Force Protection

- Air Force Telecommunication Installation Standards

- AFI Air Force Instruction:

o 32-1023 Design and Construction Standards and Execution of Facility Construction o 32-1024 Standard Facility Requirements o 32-1064 Electrical Safe Practices o 32-1065 Grounding Systems o 32-1066 Plumbing Systems o 32-1067 Water Systems o 32-1068 Heating Systems and Unfired Pressure Vessels o 32-2001 The Fire Protection Operations and Fire Prevention Program o 32-6002 Family Housing Planning, Programming, Design, and Construction o 32-7040 Air Quality o 32-7041 Stormwater, Wastewater, and Drinking Water o 32-7042 Solid and Hazardous Waste Compliances o Military Handbooks (MIL-HDBK):

o 1013 Design Guidelines for Physical Security of Facilities o 1110 Handbook for Paints and Protective Coatings For Facilities o 1190 Facility Planning and Design Guide o 1191 Medical Military Construction Program Facility Design and

Construction Criteria

- DAFGM2023-32-01 Department of the Air Force Guidance Memorandum, Civil .

- Engineer Control Systems Cybersecurity

- CECS Cybersecurity Playbook

- CECS Baseline Security Controls (Memorandum for Air Force Civil Engineer Center)

- Air Force Joint Manuels (AFJMAN):

o AFJMAN 23-209 Storage and Handling of Hazardous Materials o AFJMAN 32-1070 CH4 Plumbing o AFJMAN 32-1082 Facilities Engineering – Electrical Exterior Facilities o AFJMAN 32-1083 Electrical Interior Facilities

AFMAN 17-1301 COMPUTER SECURITY (COMPUSEC)

- AFMAN 91-203 Air Force Occupational Safety, Fire, and Health Standards

- Air Force Meter Data Management Plan, (MDMP)

- EM 385-1-1 Safety and Occupational Health (SOH) Requirements

- Unified Facilities Criteria (UFC) https://www.wbdg.org/dod/ufc o UFC-1-200-01 DoD Building Code (General Building Requirements) o UFC 1-200-02 High Performance and Sustainability Building Requirements o UFC 1-300-07 A Design Build Technical Requirements o UFC 3-101-01 Architecture o UFC 3-110-03 Roofing o UFC 3-120-01 Design: Sign Standards o UFC 3-120-10 Interior Design o UFC 3-190-06 Protective Coatings and Paints o UFC 3-201-01 Civil Engineering o UFC 3-201-02 Landscape Architecture o UFC 3-210-10 Low Impact Development o UFC 3-230-01 Water Storage, Distribution and Transmission o UFC 3-240-01 Wastewater Collection o UFC 3-250-04 Standard Practice for Concrete Pavements o UFC 3-301-01 Design: Structural Engineering o UFC 3-400-02 Design: Engineering Weather Data o UFC 3-401-01 Mechanical Engineering o UFC 3-410-01 Heating, Ventilation, Air Conditioning System o UFC 3-410-02 Direct Digital Control for HVAC and other Local Building system o UFC 3-420-01 Plumbing System o UFC 3-450-01 Noise and Vibration Control o UFC 3-501-01 Electrical Engineering o UFC 3-520-01 Interior Electrical System o UFC 3-530-01 Design: Interior and Exterior Lighting and Controls o UFC 3-550-01 Exterior Electrical Power Distribution o UFC 3-570-01 Cathodic Protection o UFC 3-575-01 Lighting and Static Electricity Protection Systems o UFC 3-580-01 Telecommunication Interior Infrastructure Planning and Design o UFC 3-600-01 Fire Protection Engineering for Facilities o UFC 4-010-01 DoD AntiTerrorism Minimum Construction Standards for Buildings o UFC 4-010-06 Cybersecurity Requirements of Facility-Related Control Systems o UFC 4-020-01 DoD Security Engineering Facilities Planning Manual o UFC 4-021-01 Mass Notification o UFC 4-021-02 Electronic Security System with Change 1

- Engineering Technical Letters (ETL):

o Reliability & Maintainability (R&M) Design Checklist o 07-4 Air Force Carpet Standard o 83-1 Design of Control Systems for HVAC; (Change No. 1 to ETL 83-1), U.S.

Air Force Standardized Heating, Ventilating & Air Conditioning (HVAC) Control Systems o 93-2 Dormitory Criteria for Humid Areas o 01-18 Fire Protection Engineering Criteria – Electronic Equipment Installations o 02-12 Communications and Information System Criteria for Air Force Facilities o 04-3 Design Criteria for Prevention of Mold in Air Force Facilities

- Telecommunications Distribution Methods Manual

- ANSI/TIA

o ANSI/TIA‐568.0‐D, Generic Telecommunications Cabling for Customer Premises o ANSI/TIA‐568.1‐D, Commercial Building Telecommunications Cabling Standard o ANSI/TIA‐568‐C.2, Balanced Twisted‐Pair Telecommunications Cabling and o Components Standard o ANSI/TIA‐568.3‐D, Optical Fiber Cabling Components Standard o ANSI/TIA‐568.4‐D, Broadband Coaxial Cabling and Components Standard o ANSI/TIA‐569‐D, Telecommunications Pathways and Spaces UFC 1-200-01, o General Building Requirements o ANSI/TIA‐606‐B, Administration Standard for Commercial Telecommunications o Infrastructure o ANSI/TIA‐607‐C, Generic Telecommunications Bonding and Grounding (Earthing) o for Customer Premises o TIA‐526‐7, Measurement of Optical Power Loss of Installed Single‐Mode Fiber o Cable Plant o ANSI/TIA‐758‐B, Customer‐Owned Outside Plant Telecommunications o Infrastructure Standard o TIA‐862, Building Automation Systems Cabling Standard o TIA TSB‐162‐A, Telecommunications Cabling Guidelines for Wireless Access

Points

**Note: In the event of conflict between References and/or Applicable Military Criteria, the most stringent requirement shall apply, unless otherwise specifically noted in RFP.

7.0 WARRANTY

Prior to contract closeout, the Contractor shall provide 787 CES QAR listing and status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, windows, HVAC systems, pumps, motors, transformers, and for all commissioned systems such as fire protection and alarm systems, lightning protection systems, etc. A list for each warranted equipment, item, feature of construction or system indicating:

(1) Name of item.

(2) Model and serial numbers.

(3) Location where installed.

(4) Name and phone numbers of manufacturers or suppliers.

(5) Names, addresses and telephone numbers of sources of spare parts.

(6) Warranties and terms of warranty. Include one-year overall warranty of construction, including the starting date of warranty of construction. Items which have extended warranties must be indicated with separate warranty expiration dates.

(7) Cross-reference to warranty certificates as applicable.

(8) Starting point and duration of warranty period.

(9) Summary of maintenance procedures required to continue the warranty in force.

(10) Cross-reference to specific pertinent Operation and Maintenance manuals.

(11) Organization, names and phone numbers of people to call for warranty service.

(12) Typical response time and repair time expected for various warranted equipment.

(13) Procedure and status of tagging of all equipment covered by extended warranties.

(14) Copies of instructions to be posted near selected pieces of equipment where operation is critical for Warranty and/or safety reasons.

8.0 RFP PROCEDURE: In response to the RFPs, Contractors shall submit a proposal that includes price proposals, consisting of completing the Government provided Bid Schedule. In addition, as requested, provide a Schedule of Values that follows Construction Specifications Institute format breakdown by the applicable Division(s) that supports the Bid Schedule. In general, this will portray how the Contractor divides the pricing for the major segments of work among the Divisions and its Sub-Contractors used on the RFP. The purpose of this Schedule of Values is to allocate, to each major segment of work, its share of the total cost of design or construction. The costs shall also include applicable overhead, profit, delivery, taxes, insurance, equipment rentals, and similar costs. This Schedule of Values is for the Government’s information only.

9.0 PROJECT REQUIREMENTS:

Contractor shall provide all the necessary labor, equipment, materials, transportation and supervision to accomplish the following work as described herein and in the project drawings, specifications, and other contract documents. The general outline of principal features does not in any way limit the responsibility of the contractor to perform all work and provide all the necessary labor, equipment, materials, transportation and supervision to accomplish a complete and permanent job to adequately fulfill the intent and to deliver work product(s) that complies with its intended purpose. Contractor shall make necessary field adjustments and provide and install all materials and components that are necessary for a complete and functional installation. Contractor shall verify all dimensions and job conditions prior to submitting their design. Exact location of existing utility lines shall be field verified. Contractor shall submit all materials designated to be submitted for approval.

Contractor shall furnish to the Contracting Officer for approval as soon as practicable, and in no event later than 21 calendar days prior to the start of the demolition/removal work, a quality control plan specific to the work under the task order, which shall include: the personnel, procedures, instructions, and records to be used. The contractor shall adhere to all items regarding housekeeping, construction fence installation, and temporary dumpster enclosures.

Repair Dorm B2619, the Adjacent Laundry building/pavilion building, along with the transition enclosure between the laundry building/pavilion building and the dormitory building. This project shall be performed in strict accordance with the approved 100% Contractor provided final design drawings and specifications forming parts thereof, subject to the terms and conditions of the contract. The work shall include, but not be limited to the following. The Government furnished 60% design drawings is not entirely correct and must be corrected and completed to 100% final design in accordance with the requirements listed below. If there is a difference between the information below and the Government furnished 60% design drawings, the information below shall apply:

10.0 BASE BID – TASK 1: COMPLETE THE 60% DESIGN AND REPAIR

BUILDING 2620

Complete the Government furnished 60% Design and Repair Dormitory Building 2620, the adjacent laundry building/pavilion building, and the transition enclosure between the two in accordance with the approved 100% final design submission.

THE WORK INCLUDES:

10.1 SITE INVESTIGATION: Before starting work, the Contractor and the A-E designers shall visit the facility and familiarize themselves with the existing conditions, review record drawings and the 60% design drawings, specifications, and obtain any necessary information pertaining to the project. The Contractor shall perform field reconnaissance, visual surveys, and site investigations in accordance with the requirements of this project. During the site data collection, the Contractor shall record all existing conditions (inside and outside) and obtain engineering information/design data to complete this project. All material sampling, testing, and removal shall be performed in accordance with Federal, State, and local regulations. The Contractor shall make field investigations to verify dimensions and other information shown on the Government-furnished reference data and drawings.

The 60% drawings with dimensions shown may not be accurate. All design drawings and shop drawings shall be based on actual conditions and measurements that shall be taken by the contractor/A-E designer. The contractor/A-E designer shall be required to make his own field investigations to verify dimensions and other information.

The A/E designer shall attend an initial design meeting with the facility POC, 787 CES PM and CM to review the requirements for the building and various rooms. Following the meeting, the designer shall perform a thorough review of the building and provide recommendations.

10.2 DESIGN DRAWINGS AND SPECIFICATIONS: All drawings, and

specifications shall be prepared, reviewed, and approved by registered professional architects and engineers. All electronic submittals of the drawings, specifications, cost-loaded construction schedule, and submittal registry shall be submitted and delivered to the CO.

Design Drawings: The Contractor prepared design drawings shall be developed using AutoCAD. The Government will only accept the final product in the latest version of Autodesk AutoCAD native files. CADD files for finalized drawings, shall be organized by discipline and sheet and have all referenced drawings included. One CADD Sheet File shall be used per drawing (sheet). All design and site condition features shall be shown in model files and referenced together to create individual sheet files. No reference files will remain except for the border file, photos, and other raster files

(*.COT). Text height for all design drawings must be minimum 1/8-inch high. All CADD drawings must conform to the Tri-Service A/E/C CADD Standards (latest release), which supplements the National CADD Standards. This standard provides detailed information on such items as file naming convention, scale and sheet size, level structure and other details that assure standardization and consistency between projects.

These standards are located and can be downloaded at https://www.wbdg.org/ffc/army-coe/cad-bim-technology-center. PDF files for drawings must be full size ANSI D (22” x 34”). The Contractor must incorporate amendment changes on the original drawings and/or CADD drawings when requested to do so after the bidding process at no extra cost to the Government.

65%, 90% and 100% Design Submission: The final submittals shall be based on the previous submittals and comments furnished by the Government along with an anticipated design/construction schedule. For each design stage, the Government shall review the Contractor’s design package, and the Contractor shall respond to the Government comments. Contractor shall then notify the Government to schedule an on-board review meeting to ensure all comments are discussed and agreed upon by both the Government and Contractor. Contractor shall be responsible with the meeting minutes of the on-board review meeting and furnish a copy of the minutes to the Government. Contractor shall proceed to the next design stage upon Government approval of the design. The Final 100% Design submittals shall include a complete and thorough detailing of all the requirements of the project.

100% Final Design: The design will not be deemed 100% Final until the Government has accepted all response(s) to comments made on previous submittals. The Contractor shall make such required revisions at no additional cost to the Government. It is recommended that the Contractor electronically submits to the Government a compilation of responses to comments along with pages / drawings / calculations that will change between the design stages and final submittal. This will minimize the possibility of multiple versions of Final Design, (such as 100% corrected Final Design 1, 100% Corrected Final Design 2, etc.)

Design submittals cleared for Construction or Acceptable for Release for Construction by the Contracting Officer shall not relieve the Contractor from responsibility for any design errors or omissions and any liability associated with such errors, nor from responsibility for complying with the requirements of this contract.

Specifications: The specifications shall be prepared using latest version of SpecsIntact software and be prepared in the Master Format. The specifications must be produced in SpecsIntact with the Extensible Markup Language (XML) using the Unified Facilities Guide Specifications (UFGS). Specification files must be delivered in Adobe Acrobat PDF. PDF files for specifications must be letter size (8.5” x 11”). The native files must accompany the PDF files for submission during Government review.

Basis of Design (BOD): The BOD report shall identify the principles, assumptions, criteria, and consideration used for the calculation and decisions required during the project design stage. The BOD shall describe the technical approach planned, include the catalog cut sheets and manufacturer’s information used in this project. It should also include a narrative description of the design approach that can be utilized later by maintenance personnel for building operation, commissioning, and maintenance. The final BOD submittal shall be signed by the Designer of Record (DOR).

Design submittal copies: The Contractor shall submit one (1) hard copy and one (1) electronic copy of all design submittals including drawings, specification table of content, specifications, Basis of Design, and schedule. All hard copy submittal shall be bounded.

10.3 LEAD-CONTAINING PAINT (LCP) AND MOLD REMOVAL:

Lead Based Paint is present in the buildings. All the painted materials within Building 2620, laundry building/pavilion building along with the transition enclosure between the laundry building/pavilion building and the dormitory building should be identified as lead-containing paint (LCP). Numerous locations and colors of paint are lead containing. Refer to Appendix for the hazardous materials survey report. According to the EPA Lead Renovation, Repair, and Painting Rule, contractors who renovate or partially demolish pre-1978 residential buildings must use lead-safe practices to minimize lead-based paint dust and debris generated during demolition activities;

containing dust inside the work area; using dust-minimizing work methods; conducting a careful cleanup during the demolition. Contractor shall remove all lead based paint in the buildings. The Contractor shall be responsible to perform removal and demolition work according to all applicable federal, state, and local laws. Contractor shall comply with all the environmental requirements listed in the Environmental Specifications Section 011100.01. Contractor shall submit for approval a detailed plan for lead paint and mold removal.

The Contractor shall provide the 787 CES/CEIEC Lead Program Manager(s) no later than 60 calendar days prior to the start of the demolition/removal work, all relevant employee/supervisor Lead licenses and certifications for performance and Lead-related work. All licenses and certifications must have expiration dates post-dating the completion of the project. If the Contractors’ licenses and certifications are scheduled to expire during the project, updated licenses and certifications must be acquired, provided to, and approved by the 787 CES/CEIEC Lead Program Manager(s), before resuming Lead-related work. While performing Lead-related work, the Contractor shall not have any gaps in Lead licensing or certifications. Any building materials that may contain lead, but no lead sampling results have been taken and confirmed either way, those materials must be sampled and sent to a local laboratory to obtain sampling results.

Those materials must be presumed to contain lead until sampling results prove otherwise. The Contractor is responsible for properly collecting the sample, sending/taking the sample to a local laboratory for sampling, paying for the sampling tests and associated fees, and providing the 787 CES/CEIEC Lead Program Manager(s) the sampling results. If the testing results are below the limit, the materials can be disposed of as regular waste. If the sampling results are equal to or exceed the Lead limit, the materials will have to be disposed of as Hazardous waste. All Lead Hazardous Waste manifests/disposal tickets must be signed and approved by the 787 CES/CEIEC Hazardous Waste Program Manager(s). The Contractor shall complete the Hazardous Waste form, track the amount/quantities of containers (bags, pallets, trailers, drums, etc.) of LCM/LBP, and coordinate with the 787 CES/CEIEC Hazardous Waste Program Manager(s) regarding shipments, disposal, etc.

If upon execution of project, it is determined that existing materials do not contain Lead, the materials shall be marked “No Lead.” Any non-LCM/LBP shall be disposed of as non-hazardous waste/solid waste or universal waste. Any LCM/LBP shall be disposed of as Hazardous Waste. The Contractor shall provide the 787 CES/CEIEC Lead Program Manager(s): (1) any and all lead sampling results that were collected/taken (2) any and all lead sampling results (3) any and all lead waste/disposal tickets (4) final report that includes a. what work was performed b. what lead was removed (by area) c. the waste/disposal tickets (materials, quantities, number of bags/containers/drums, etc.) d. sampling/monitoring results.

Mold was also found to be present in some areas of the building. The paper on the outside of gypsum board and the cellulose in wooden structure are excellent material for mold to grow on. Mold can deteriorate the material and it also emits spores and chemicals as part of its life cycle that can be a health concern for people. Excessive moisture is a key ingredient for molds to grow. The source of the moisture should be addressed before the mold is removed and cleaned up. With the high humidity in New Jersey, mold will also grow when the air is stagnant for long periods of time without adequate ventilation. Mold must be cleaned by certified mold cleanup teams as part of the project. Proper protective equipment and procedures will be required for the mold cleanup actions. Gypsum board and other building materials that have mold shall be removed by qualified contractors using appropriate protective measures. After mold containing materials are removed, structural members that are to remain should also be cleaned to remove any remaining mold. Mold remediation shall be done in strict accordance with Federal, State, Local, and Industry regulations. Contractor shall comply with all the environmental requirements listed in the Environmental Specifications Section 011100.01.

10.3.1 HAZARDOUS MATERIAL REMOVAL:

i. Lead-based Paint & Mold Removal: Lead-based paint and mold are anticipated. Apply an antimicrobial solution to the entirety of ceiling on all floors of main dormitory building. Encapsulate exterior walls on all three (3) floors to “seal” water intrusion and visible mold on exterior wall material.

Wet scrape/HEPA vac scrape disturbed paint on 15,200 sq. ft. of ceiling (50% area) to stabilize painted surfaces for mold remediation. Refer to Section 5 and Paragraph 10.3 of this Specification Section for additional information.

ii. Asbestos Abatement – Bid Option: Asbestos is anticipated to be present in some areas of the building. Remove approximately 2,500 sq. ft. of asbestos.

This shall include, but not limited to, ceramic tiles, VCT, filler/leveler and mastic. Refer to Section 5 of this Specification Section for additional information.

10.4 EXTERIOR

10.4.1 ROOF: Remove in its entirety existing roof (shingles, underlayment, flashing, drip edge, gutters, and downspouts) on Building 2620, the adjacent laundry building/pavilion building, and the transition enclosure between the two. Install new asphalt architectural roof shingles, underlayment, flashing drip edge, gutters, and downspouts on Building 2620, the adjacent laundry building/pavilion building, and the transition enclosure between the two. Color per JBMDL IFS. Replace 2,000 SF of roof decking panels, same type, size and thickness as existing, that are damaged or causing moisture penetration into the building interior. Asphalt roof shingles shall have 30-year warranty. Transition space roofing shall not receive shingles since it is a flat roof but shall be replaced with EPDM.

10.4.2 WINDOWS: Replace all existing windows in Building 2620, the adjacent laundry building/pavilion building, and the transition enclosure between the two with new commercial-grade, aluminum energy-efficient windows, same size and kind as existing. Windows shall be installed complete with new hardware. Repair or replace exterior finishes damaged during exiting window removal and new window installation. Window work shall include the following:

10.4.2.1 INSPECTION: Inspect the rough opening and adjacent wall assembly for moisture or structural damage. Report any findings to 787 CES Construction Manager.

10.4.2.2 WINDOW SPECIFICATION: Furnish and install new commercial-grade aluminum windows to match the size, configuration, and operation of the existing units. All new windows shall meet or exceed the following specifications:

- Comply with UFGS 08 51 13 (Aluminum Windows).

- ENERGY STAR certified for the project climate zone.

- Double-pane insulated glazing with Low-E coating and argon gas fill.

- Minimum performance:

- U-Factor: ≤ 0.30

- Solar Heat Gain Coefficient (SHGC): ≤ 0.25

- Design Pressure Rating: ≥ 40 psf

- Air infiltration: ≤ 0.3 cfm/ft² at 1.57 psf (per AAMA/WDMA/CSA 101/I.S.2/A440)

- Water penetration resistance per ASTM E547/E331

10.4.2.3 FLASHING AND WATERPROOFING

- Remove all existing flashing and sealants.

- Install new waterproof flashing and sealant systems as per UFGS 07 60 00 and UFGS 07 92 00.

- Provide full perimeter backer rods and compatible polyurethane or silicone sealants.

10.4.2.4 DRIP LEDGE INSTALLATION

- Install new exterior drip ledges at the head of each window to deflect water away from the façade and window opening.

- Fabricated from pre-finished aluminum or stainless steel with color-matched finish.

- Minimum 1” overhang on each side of the window.

- Hemmed edge with drip notch to prevent water backtracking.

- Installed per SMACNA Architectural Sheet Metal Manual best practices.

- Mechanically fastened to masonry or siding with corrosion-resistant fasteners and sealed.

10.4.2.5 WINDOW FRAME INSTALLATION

- provide new framing for all windows.

- return exterior finish to match previously existing conditions.

10.4.2.6 SUBMITTALS

The Contractor shall submit the following for Government approval:

- Product data sheets for all proposed windows, flashing materials, sealants, and drip ledge assemblies.

- Shop drawings showing window dimensions, anchorage, and typical installation details.

- Certified performance test reports for U-factor, SHGC, air infiltration, and water penetration.

10.4.2.7 EXECUTION

- All work shall comply with manufacturer instructions, applicable codes, and referenced standards.

- Maintain a clean, safe worksite.

- Coordinate with facility occupants to minimize disruption.

- Protect interior areas from water and debris throughout construction.

10.4.2.8 QUALITY ASSURANCE

- All window installations must be performed by qualified personnel with a minimum of five (5) years' experience in commercial window replacement.

- Windows shall be installed level, plumb, square, and securely anchored.

- Conduct water infiltration tests on 10% of installed windows or as directed by the Government inspector.

10.4.2.9 REFERENCED STANDARDS AND SPECIFICATIONS

- UFGS 08 51 13 – Aluminum Windows

- UFGS 07 60 00 – Flashing and Sheet Metal

- UFGS 07 92 00 – Joint Sealants

- ASTM E2112 – Standard Practice for Installation of Exterior Windows

- ASTM E330, E283, E331 – Performance Tests for Windows

- AAMA/WDMA/CSA 101/I.S.2/A440 – Window and Door Standard

- SMACNA Architectural Sheet Metal Manual

- UFC 1-200-01 – DoD Building Code

- UFC 3-101-01 – Architecture

- AFH 32-1084 – Facility Requirements

10.4.2.10 DELIVERABLES

- Product data and cut sheets.

- Shop drawings and sample finishes.

- As-built drawings at project closeout.

- Manufacturer’s warranty and installation certification.

- Final inspection punch list and acceptance documentation.

10.4.3 EXTERIOR DOORS: Replace ALL exterior doors. Install new frames for all doors. Install exterior doors/sweeps with an approved equivalent product. Entry vestibule doors shall be aluminum and glass storefront. Exterior doors shall be insulated hollow metal within hollow metal frames. All exterior doors into inhabited areas shall open inwards. Mechanical room doors shall open outwards.

Install seals at all exterior doors and where required for sound attenuation.

10.4.4 EXTERIOR PAINT: Remove all exterior flaking paint and treat repairs with oil-based exterior paint. Repaint all exterior surfaces of the facility. Repair and paint exterior metal staircases. Primer and two coats of paint shall be applied.

10.4.5 BASEMENT MECHANICAL ROOM: Demo existing basement mechanical room in its entirety. Remove all mechanical equipment and associated appurtenances including boilers, hot water heaters, primary and secondary pumps, piping, conduits, etc. from basement area and install new equipment and components in the new first floor mechanical room. All components, equipment, and materials that are to be removed shall be disposed of off-base. Contractor shall coordinate removal of existing equipment and installation of new equipment with AMERESCO. The Contractor shall pay AMERESCO or their subcontractor for all costs associated with removing and reinstalling any existing AMERESCO components (i.e controls, switches, thermostats, energy saving components, etc.).

Contractor shall remove basement door and door frame, close opening with masonry block wall. Remove staircase in its entirety including railing. Fill basement mechanical room and adjacent staircase area with flowable fill material.

Backfill and compact surrounding area with clean fill. Areas of slab‐on‐grade shall be removed and replaced for the installation of utility lines and upgrades to spread footings, as required.

10.5 STRUCTURAL UPGRADES REQUIRED BY RENOVATION WORK

a. INCREASE OF REQUIRED LIVE LOADS:

i. The original construction documents note that floors were designed to support a live load of 40psf + 25psf for partitions. There are several areas of the new floor plan that require the design live load to be increased. In these areas Fiber Reinforced Polymer (FRP) shall be used to add strength to the existing floor slabs to provide the ability to support these higher loads.

ii. The increase in load carried by the reinforced concrete beams and columns does typically not exceed their capacity and therefore no structural upgrades are required. However, Storage Room 319 live load exceeds the capacity of beams along lines D and 13.

iii. Repair slabs-on-grade at plumbing and foundation work.

iv. Perform structural repairs as needed throughout all floor. Install structural support and reinforcement in concrete slab openings on all floors.

v. Extend shallow foundations where needed.

vi. Replace slab-on-grade sections for utilities and footing upgrades.

vii. Fill existing basement mechanical room with flowable fill.

b. NEW FLOOR OPENINGS AND/OR PENETRATIONS:

i. The updated mechanical and plumbing systems will require new penetrations to be cored through the existing elevated slabs. Parameters for the spacing of these new penetrations are provided in the construction documents to ensure that a limited amount of reinforcement is cut during the coring process.

ii. The bathrooms may require new penetrations that reduce the slab strength to a level where it requires additional support for the required load. Floor penetrations for sanitary and vent stacks and hot and cold-water risers will need to be in parallel with the existing stack/riser holes. No two-parallel structural rebar can be cut, penetration for risers can only appear consecutively in one rebar.

c. DESIGN REQUIREMENTS FOR THE USE OF FRP:

i. ACI 562 requires the following design checks for the use of FRP to strengthen existing slabs:

1) For non‐mechanically bonded external reinforcement and all FRP systems, the required strength of the structure without external reinforcement shall satisfy: ØRn ≥ 1.1D + 1.0L.

2) To account for the potential performance issues during a fire event, the required strength of the structure without external reinforcement shall satisfy: ØRn ≥ 0.9D + 0.5L (where R is the nominal resistance of the structure using the probable…