Attachment 4 - GSA Construction Services Scope.pdf

Construction Services Statement of Work, V8.0

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U.S. General Services Administration

National Capital Region

Public Buildings Service www.gsa.gov

Additional GSA Requirements Statement of Work for Construction Services

PROJECT IDENTIFICATION – See Project SOW for project specific information

Refer to project documents for site specific requirements. Site specific requirements supersede requirements outlined in this document.

TABLE OF CONTENTS

PROJECT INFORMATION 5

PROJECT SUMMARY 5

PROJECT BACKGROUND 5

CONTRACT TYPE 5

DELIVERY TYPE 5

PROJECT GOALS Error! Bookmark not defined.

PROJECT OBJECTIVES 5

PROJECT SCHEDULE 5

SCOPE OF WORK 7

PROJECT REQUIREMENTS 7

PROJECT SITE REQUIREMENTS 7

STANDARDS AND CRITERIA DOCUMENTS 8

CUTTING & PATCHING REQUIREMENTS 10

NATIONAL HISTORIC PRESERVATION ACT (NHPA) REQUIREMENTS 11

NATIONAL ENVIRONMENTAL POLICY ACT (NEPA) REQUIREMENTS 11

NATIONAL CAPITAL PLANNING COMMISSION (NCPC) REQUIREMENTS 11

U.S. COMMISSION OF FINE ARTS (CFA) REQUIREMENTS 12

FINE ARTS REQUIREMENTS 12

ACCESSIBILITY REQUIREMENTS 12

SAFETY REQUIREMENTS 12

FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS 136

HAZARDOUS MATERIAL REQUIREMENTS 16

ENERGY AND WATER EFFICIENCY REQUIREMENTS 19

BUILDING CONTROL SYSTEMS, INCLUDING BUILDING AUTOMATION SYSTEMS (BAS) AND

BUILDING MONITORING AND CONTROL (BMC) SYSTEMS 21

COMMISSIONING 21

SITEWORK AND STORMWATER REQUIREMENTS Error! Bookmark not defined.

BUILDING TECHNOLOGY SERVICES Error! Bookmark not defined.

MANUFACTURER REQUIREMENTS 21

BUILDING INFORMATION MODELING (BIM) 21

ENERGY MODELING AND PERFORMANCE 22

COBie 22

METERING 22

DESIGN STAGE 22

CONSTRUCTION STAGE 23

GENERAL 23

PERMITTING 23

CONSTRUCTION SCHEDULE 24

CONSTRUCTION PROGRESS REPORTS 24

SHOP DRAWINGS / PRODUCT DATA SUBMISSIONS 25

SCHEDULE OF INSPECTIONS AND TESTS 26

CONSTRUCTION INSPECTIONS 26

SPECIAL INSPECTIONS 27

COMMISSIONING 27

QUALITY CONTROL PLAN 27

CONSTRUCTION INDOOR AIR QUALITY (IAQ) MANAGEMENT 30

SAFETY PLAN 31

COORDINATION OF WORK 31

REQUESTS FOR INFORMATION 31

MODIFICATIONS / CHANGE ORDERS 31

CONTRACT ADMINISTRATION 33

CONTRACTOR’S STAFF 33

MEETINGS 33

COMMUNICATION 34

PROJECT CLOSEOUT 34

SCHEDULE OF VALUES 36

FEE & PAYMENT 36

GOVERNMENT FURNISHED PROPERTY Error! Bookmark not defined.

ATTACHMENTS Error! Bookmark not defined.

1. PROJECT INFORMATION

This section provides an overview of the project.

1.1. PROJECT SUMMARY

See Project SOW for detailed project requirements.

The Contractor shall coordinate work and gain approvals required in this Statement of Work (SOW) with the Contracting Officer (CO) and Contracting Officer’s Representative/Project Manager (COR/PM) as required.

1.2. PROJECT BACKGROUND

See Project SOW for details project information.

1.3. CONTRACT TYPE

This contract type is outlined in the RFQ. The services required shall include, but shall not be limited to, the following:

● Contract Management

● Construction Services including Materials, Labor, and Supervision

● Professional Inspection and Testing Services

1.4. DELIVERY TYPE

The project delivery type is outlined in the RFQ.

1.5. PROJECT OBJECTIVES

To be considered successful, the project must achieve the following objectives:

● Deliver the project on time and within budget

● Complete the project with no security violations or safety incidence

● Establish and maintain positive relations with the tenant(s), public authorities, jurisdictions and neighborhood

● Ensure a safe work environment during construction for workers and authorized visitors on the construction site

● Manage the completion of the project with the spirit of partnering and without litigation

● Provide timely reports and communications

● Ensure that all sensitive documents are handled, distributed, archived and destroyed according to established project procedures

● Follow all security requirements in the delivery of this project

1.6. PROJECT SCHEDULE

● Refer to RFQ for project schedule details

All actions by the Government counted in calendar day shall begin the first calendar day after the submission, unless the submission is made before 9:00 AM.

2. SCOPE OF WORK

This section details the technical requirements and constraints for which the Contractor is responsible. The Contractor shall perform all services described in this Statement of Work (including work required under exercised options, if any). The Contracting Officer and the COR/PM must approve all proposed changes to the Scope of Work.

2.1. PROJECT REQUIREMENTS

2.1.1. Refer to project SOW for project requirements

2.1.2. Permits and Responsibilities

Per FAR 52.236-7 Permits and Responsibilities, the Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor’s fault or negligence. The Contractor shall also be responsible for all materials delivered, and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract.

2.2. PROJECT SITE REQUIREMENTS

2.2.1. Work Restrictions

The Contractor shall survey the entire worksite and review existing documentation to be familiar with the existing conditions. This includes all areas of the building, structure, and site affected by the removal and demolition work, alterations and new construction work prior to initiation of construction.

The Contractor shall limit the use of the premises to the work areas indicated, to allow for Government occupancy and public use. The Government reserves the right to perform work, or retain other contractors to perform work, on portions of the project.

The building is to remain fully operational throughout the entirety of the project, with no disruption to tenant operations. All work areas must be cleaned at the end of every work period.

The work shall be sequenced to minimize disruption to building occupants, visitors, and maintenance activities. To the greatest extent feasible, demolition work should not take place until supplies are on hand to perform new work.

The Contractor shall coordinate all work activities with the PM to ensure that proper security and access arrangements are made without impact on the construction schedule.

Where applicable, the contractor must employ adequate dust control measures.

2.2.2. Working Hours

2.2.2.1. Government Occupied Hours

Refer to Contractor Access Requirements document attached.

2.2.2.2. Contractor's Working Hours

Refer to Contractor Access Requirements document attached.

2.2.3. Loading Dock

Refer to Contractor Access Requirements document attached.

2.2.4. Parking

No parking is available on site. The Contractor shall make their own arrangements for parking off site.

2.2.5. Staging and Storage

No storage or staging area will be provided outside of the project area. No GSA or Court employees will assist with unloading/loading of vehicles(s). The contractor shall provide all personnel and equipment needed for unloading, moving, and assembling the materials.

2.2.6. Dumpster

No space is available for the dumpster on site. Material is expected to be hauled off at the end of each work shift. Use of existing building dumpsters and trash bins is strictly prohibited.

2.2.7. Restrooms

Restrooms Refer to Contractor Access Requirements document attached.

Freight Elevator

A freight elevator is available for use at the project site.

2.2.8. Existing Conditions

All Government property or systems displaced, altered, or damaged during the performance of this contract other than stated in this SOW shall be restored to its original condition at no cost to the Government. These repairs, if needed, shall be executed immediately when the Contractor is notified by the Contracting Officer that such repairs are required due to actions by the contractor or his/her subcontractors.

Maintenance of Existing equipment - Contractor shall collect information as needed from the Building manager or O&M staff for work to be done on any existing equipment / building systems for awareness and knowledge.

Assessment - All due diligence must be performed to assess the existing conditions of the site, building, perimeter security and roadway access for the proposed project.

Survey - A thorough survey must be done in order to understand the existing conditions and how the proposed project will impact the use , occupancy and surrounding areas.

2.3. STANDARDS AND CRITERIA DOCUMENTS

The Contractor shall ensure that all work performed, and materials used, under this scope of work are in accordance with the guidelines, codes and specifications of the following associations and agencies. Any conflicts or ambiguities within, or among, the referenced Standards and Criteria Documents, or any deviations from requirements contained in the Standards and Criteria Documents, shall be reported to the COR/PM in writing, for determination as to applicability. The Contractor shall use the most recent versions of these documents issued at the time the RFP for the project is issued. In the event that there are conflicting requirements, the more stringent of the two shall be used.

2.3.1. GSA Requirements

● PBS Interim Core Building Standards, including all applicable Standards, Criteria and Guides listed therein

● PBS P-120, Public Buildings Service Cost and Schedule Management Policy Requirements

● Architectural Barriers Act Accessibility Standard (ABAAS)

● PBS Order 3490.3 CHGE 1, “Security for Sensitive Building Information Related to Federal

Buildings, Grounds, or Property”, March 22, 2021

● IAQ Guidelines for Occupied Buildings under Construction by SMACNA

● Occupational Safety and Health Administration (OSHA) regulations for Construction and

General Industry; 29 CFR Parts 1926 and 1910

● Section 01546 – Safety and Health Specification (see attachments)

● International Code Council Codes (ICC)

● National Fire Protection Association (NFPA) National Fire Codes and Standards

[Editor: The following should be included only when applicable.

● ANSI NETA Standards

● PBS EASi/EDMS File Naming Requirements (see attachments)

[https://insite.gsa.gov/cdnstatic/PIB_18-02_Attach_6_File_Naming_2018_04_19.pdf]

● Section 889

● PBS Building Commissioning Guide (September 2020)

● Federal Metering Guidance (October 2022)

● The Guiding Principles for Sustainable Federal Buildings [ONLY for New Construction and

Major Renovations, for compliance with EISA 2007 § 433(a)]

● 40 CFR 61 National Emission Standards for Hazardous Air Pollutants

● 40 CFR 763 Asbestos

● 49 CFR 107 Hazardous Materials Program Procedures

● 49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials

Communications, Emergency Response Information, and Training Requirements

● EPA Mold Remediation Guidelines, September 2008

● District of Columbia Green Construction Code 2017 (construction and demolition debris recycling)

● Polycyclic Aromatic Hydrocarbons (PAHs)/Coal Tar Sealants: D.C. Code § 8–153.01; Maryland

Safer Sealant Act of 2022; Code of Virginia § 62.1-196.1

Section 02085 - Asbestos Abatement Procedures Section 02085R - Asbestos Abatement Roofing Removal Procedures Section 02087 - Removal of Bird and Bat Droppings Section 02089 - Control of Polychlorinated Biphenyl Specification Section 02090 - Control of Lead Based Paint Specification Section 02090 - Control Of LBP

2.3.2. Tenant Agency Requirements

United States Courts Design Guide

2.3.3. Building Management and Controls (BMC) and Federal Government Building Systems Network (BSN) Connection Requirements

● 7002.1 ADM GSA Smart Buildings (December 2021)

● Smart Buildings Implementation Guide Requirements

● Smart Buildings Program Guide

● GSA Data Normalization for Building Automation Systems

● GSA National Capital Region Advanced Metering Systems (AMS) Guide, v1.1

● Niagara NiCS Statement

● Security and Privacy Controls for Federal Information Systems and Organizations, NIST 800-53

Rev 5

● Guide to Industrial Control Systems (ICS) Security, NIST 800-82 rev 2

● GSA IT Building Technology Technical Reference Guide (BTTRG) v2.0

● Telecommunications Distribution Design Guide, Telecommunications and Infrastructure

Standards, v8

● GSA Order 2100.1M GSA Information Technology (IT) Security Policy

● IT Security Procedural Guide: Key Management CIO-IT Security-09-43, rev4

● IT Security Procedural Guide: Building Monitoring and Control (BMC) Systems Security

Assessment Process CIO-IT Security-16-76, rev2, October 13, 2020

● IT Security Procedural Guide: Managing Enterprise Cybersecurity Risk CIO-IT Security-06-30, rev19, April 15, 2021

● 2180.2 CIO GSA Rules of Behavior for Handling Personally Identifiable Information (PII), October 8, 2019

● 2181.1 ADM Homeland Security Presidential Directive-12, Personal Identity Verification and

Credentialing, and Background Investigations for Contractors, March 18, 2020

● 2100.2C CIO P GSA Wireless Local Area Network (LAN) Security guide

● GSA IT Policy Requirements Guide 12-2018

● GSA IT Security Procedural Guide: Security and Privacy Requirements for IT Acquisition

Efforts CIO-IT Security-09-48, Rev6, April 15, 2021

● GSA IT Security Procedural Guide: SSL TLS Implementation Guide - CIO-IT Security 14-69, Rev3, April 6, 2021

● PBS Technology Policy

2.4. CUTTING & PATCHING REQUIREMENTS

The Contractor shall replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any existing warranties.

All substrates must be inspected and defects repaired prior to installing new material or finish. All replacement and new materials shall match the existing in material, dimensions, color and finish. All material selections and/or mock-ups need to be reviewed and accepted by the COR/PM and Tenant Agency prior to ordering.

2.4.1. Structural Systems

Do not cut structural beams or major structural elements without the written review and approval of a Licensed Structural Engineer. Additionally, the COR/PM shall obtain review and acceptance from GSA’s OPDQ’s structural engineer and A/E’s structural engineer. Prior to cutting and/or drilling through any structural member, the Contractor shall conduct ground penetrating radar, or similar type of investigative measure to prevent cutting concealed material. Submit structural calculations sealed by a Licensed Structural Engineer to the COR/PM concurrently for acceptance.

Do not cut and patch structural elements in a manner that would change their load-carrying capacity or load-deflection ratio.

2.4.2. Operational Systems

The Contractor shall not cut and patch operating elements, safety related systems, or related components in a manner that would result in reducing their capacity to perform as intended, or that would result in increased maintenance, or decreased operational life or safety.

2.4.3. Visual / Finishes

The Contractor shall not cut and patch construction exposed on the exterior, or in occupied spaces, in a manner that would, in GSA's opinion, reduce the building's aesthetic qualities, or that would result in visual evidence of cutting and patching. The Contractor shall remove and replace construction that is cut and patched in a visually unsatisfactory manner.

Patched areas shall be neatly trimmed prior to patching. Feather all patches to provide a complete and finished surface. Paint all exposed work provided under the contract including all patched areas, and exposed areas uncovered during demolition, to provide a complete and finished project. Paint patched areas and surrounding areas to the nearest break in wall surface, or other building line to provide a neat and finished appearance. All paint shall match adjacent painted surfaces. Protect all surrounding areas including fixtures, furniture, floors and accessories from paint splatter and droppings. Clean and restore all areas splashed with paint.

Any work related to removing equipment, brackets, supports, etc. that leaves holes or damaged surfaces on the floor, walls, and ceilings, shall be patched with the same adjacent material and finish.

2.5. NATIONAL HISTORIC PRESERVATION ACT (NHPA) REQUIREMENTS

This building is listed in the National Register of Historic Places. Any modification to the design during construction shall be reviewed by the GSA Regional Historic Preservation Office (RHPO).

The RHPO will provide guidance on preservation zones and appropriate treatments. Modifications to design during construction could result in a resubmission and Section 106 consultation with the DC State Historic Preservation Office (SHPO). Changes shall be minimized.

2.6. NATIONAL ENVIRONMENTAL POLICY ACT (NEPA) REQUIREMENTS

Pursuant to paragraph 5.3 of the PBS NEPA Desk Guide (October 1999), this project is an automatic CATEX and requires no checklist.

2.7. NATIONAL CAPITAL PLANNING COMMISSION (NCPC) REQUIREMENTS

The design has been approved by NCPC. Modifications to the design of the exterior of the building or site work will require a review by OPDQ, and could result in a resubmission to NCPC.

2.8. U.S. COMMISSION OF FINE ARTS (CFA) REQUIREMENTS

The design has been approved by CFA. Modifications to the design of the exterior of the building or site work will require a review by OPDQ, and could result in a resubmission to CFA.

2.9. FINE ARTS REQUIREMENTS

It is not anticipated that Fine Arts will be disturbed during construction activities. The Contractor shall protect Fine Arts per the Fine Art Protection Work Plan and coordinate with SME in OPDQ (Office of Planning and Design Quality).

2.10. ACCESSIBILITY REQUIREMENTS

The Architectural Barriers Act Accessibility Standard (ABAAS) is mandatory for all GSA projects, and shall be maintained at all times.

2.11. SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

The Contractor(s) shall comply with the safety standards and guidelines referenced in Section 2.3.1 as well as the following requirements:

GSA NCR Safety and Health are the authority having jurisdiction (AHJ) for all safety and health concerns at all GSA owned facilities.

The Contractor shall provide a site-specific Safety and Health Plan that includes job hazard analysis, bloodborne pathogens, emergency response, personal protective equipment (PPE) requirements, hazard mitigation, hazardous energy control (lock out/tag out), arc flash requirements, hazardous noise, confined space, crane plans, fall protection, chemicals being used onsite, trainings/ certification, and when safety toolbox meetings will occur.

The Contractor shall provide Safety Data Sheets (SDSs) for all substances/ materials to be used in the performance of this contract to the onsite O&M shop. The Contractor will ensure all personnel wear the appropriate personal protective equipment required by the SDSs.

The Contractor shall ensure that all hazards at the end of the workday/ project end are mitigated to ensure that the site is not left in an unsafe condition (e.g., fall, confined space, excavation, chemicals, walkways).

The Contractor shall ensure a first aid kit is available at the site and that all employee injuries and incidents are reported to the COR immediately for reporting to GSA Safety and Health.

The Contractor shall ensure that all hazardous energy sources are locked and tagged out, arc flash procedures are followed to include all PPE, lock out/ tag out (LOTO), labeling, demarcation of zones, and all 1-line drawings are updated. All new electrical must be updated on the inside electrical panel door, all wires are run correctly, and wires are labeled.

All equipment and material that is owned by the contractor must be labeled with the contractor's contact name and cell number for rapid identification during inspections or emergency situations.

The Contractor shall only use extension cords with three (3) prongs (ground) and only use them for temporary power on a daily basis. All extension cords will be inspected before use for damage, frayed electrical, exposed wires, and must dispose of all damaged extension cords. Damaged extension cords cannot be repaired with electrical tape and must be replaced with new to prevent electrical shock hazards and fire. Extension cords cannot be plugged into outlets that have appliances or essential equipment plugged into them. The GFCI extension cord adaptors can be used to prevent tripping of electrical services.

The Contractor shall not store chemicals, equipment, debris, or trash in or around electrical rooms/ panels, in hallways, stairwells, on stairs, or in authorized spaces at any time.

The Contractor shall not permit any contractors/ employees from entering a confined space, accessing the roof top areas without the proper clearance, fall protection, RF Radiation hazard areas, or any other area deemed unsafe by the COR or GSA NCR Safety and Occupational Health.

The Contractor will ensure compliance with all confined spaces with attention to the entry of permit required confined spaces. The contractor is responsible for working with the O&M contractor and building manager for compliance with the site confined space program.

The Contractor shall at any time be able to submit inspection documentation and training documentation for its employees to the COR and GSA NCR Safety and Occupational Health personnel.

All accidents must be reported to the COR immediately and any injuries to personnel must be reported to the COR and NCR Safety and Health immediately with updates hourly until the situation is addressed. A written report shall be submitted within 24 hours of the injury to the COR and NCR Safety and Health. Incidents without injury must submit a written report to the COR within 24 hours.

2.12. FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS

GSA’s Fire Protection Engineers are the authority having jurisdiction (AHJ) for all GSA owned facilities.

2.12.1. Egress/Life Safety

● The existing means of egress for the remainder of the occupied building shall be maintained in an NFPA 101 compliant manner at all times unless specifically approved by the GSA regional fire protection engineer.

● Demonstrate compliance with the safeguarding construction and alteration operations requirements of NFPA 241. Construction activities for tenant alterations or building modernizations shall be separated from the remainder of an occupied building with walls having a minimum 1-hr fire resistant rating with 45-min opening protectives, or shall be provided with an active sprinkler system and continuous smoke partitions throughout the duration of construction.

Construction phasing and/or separation walls shall be located in such a manner to maintain an NFPA 101 compliant egress arrangement for the remainder of the occupied building (dead-ends, common paths of travel, travel distances, etc.).

2.12.2. Fire Protection Systems

● Modify existing sprinkler systems in accordance with the latest requirements of NFPA 13, Standard for the Installation of Sprinkler Systems.

● Working plans sprinkler system layout shall be performed by a minimum NICET Level III or IV Water Based Systems Layout technician, or a licensed Fire Protection Engineer.

● Provide detailed shop drawings, in accordance with NFPA 13, "Working Plans”. Drawings shall be drawn to an indicated scale on sheets of uniform size and be submitted to the COR for review and approval by the GSA regional fire protection engineer. Information shall include but not be limited to the following:

○ Layout indicating details, plan view, elevations and sections of the system piping.

Indicate the location of sprinkler heads and piping in relation to the ceiling layout, showing pipe lengths and sizes.

○ Detailed riser diagram showing schematic of systems supply, supply connection, devices, valves, pipe and fittings.

○ Hydraulic calculations

○ Annotated manufacturer’s data sheets showing the specific model, type and size of each item.

○ The signature and seal of a licensed Professional Fire Protection Engineer, or a NICET

Level III or IV Technician.

● Perform hydrostatic testing of sprinkler piping in accordance with the requirements of NFPA 13.

● Final Inspection and Testing: Advise the COR/PM when hydrostatic and alarm tests have been completed and all necessary corrections made, so as to permit final inspection and testing.

Submit requests for testing at least 15 calendar days prior to the test date.

○ The final test shall be witnessed by the GSA regional fire protection engineer and/or the third-party fire protection engineer responsible for inspections and acceptance testing.

The Contractor and an authorized representative from each supplier of equipment shall be in attendance at the final test.

○ Final testing shall include, but is not limited to, testing of all waterflow and tamper switches.

○ Provide all equipment, services and labor to properly perform all required tests.

2.12.3. Fire Alarm Systems

● Modify existing fire alarm system in accordance with the requirements of NFPA 72, National Fire Alarm and Signaling Code. Provide new UL-listed fire alarm equipment. All new equipment shall be compatible with the existing fire alarm equipment manufacturer.

● Fire alarm initiating device and notification appliance shop drawing layout shall be performed by NICET Level III or IV fire alarm systems technician, or licensed fire protection engineer.

Installation shall be accomplished by an electrical contractor with a minimum of five years experience in the installation of fire alarm systems.

● All circuits and pathways shall match existing in class and survivability designations. Conductors must match existing gauge, type, and color coding. All conductors which are terminated, spliced, or otherwise interrupted in any enclosure, cabinet, mounting or junction box shall be connected to terminal blocks in a workman like manner.

● Provide detailed installation shop drawings, in accordance with NFPA 72 documentation and shop drawing requirements. Drawings shall be drawn to an indicated scale on sheets of uniform size, and submitted to the COR/PM for review and approval by the GSA regional fire protection engineer. Submittal information shall include but not be limited to the following:

○ A complete description of the system operation.

○ A complete list of device addresses and corresponding messages.

○ Point to point wiring diagrams showing the points of connection and terminals used for all electrical field connections in the system, including all interconnections between the equipment or systems which are supervised or controlled by the system.

○ Annotated manufacturer’s data sheets showing the specific model, type and size of each item.

○ Notification appliance circuit calculations including voltage drop, circuit capacity, amplifier capacity, and power supply capacity.

○ Battery calculations for both the alarm and supervisory power requirements. Ampere- ¬hour requirements for each system component shall be submitted with the calculations.

○ Provide a color code schedule for the wiring and floor plans showing the location of all devices and equipment.

○ The signature and seal of a licensed Professional Fire Protection Engineer, or a NICET Level III or IV Technician.

● Prior to installation the contractor shall coordinate and schedule a fire alarm outage with the GSA project manager or GSA facilities management office. When work is being performed on an active fire alarm circuit(s), the fire alarm system must be taken out of service by the O&M vendor or their designated representative. The fire alarm system shall be returned to “normal” operating condition before the contractor and subcontractor(s) leave for the work shift.

● Fire alarm programming changes are permitted only when confirmed acceptance testing is scheduled with the AHJ or their designated representative. A fire alarm program change must be acceptance tested within 24 hours of the change. The AHJ is the GSA regional fire protection engineer.

● Perform preliminary tests to ensure that all devices and circuits are functioning properly. After preliminary testing is complete, provide a letter certifying that the installation is complete and fully operable.

● Perform final acceptance testing in accordance with the requirements of NFPA in the presence of the GSA regional fire protection engineer or third-party fire protection engineer.

2.12.4. Fire and Life Safety System Testing and Acceptance

● The Contractor shall provide a subcontracting Fire Protection Engineering firm, other than the Design Team Fire Protection Engineer (FPE subcontractor), acceptable to the GSA Fire Protection Engineering Section, to witness system acceptance testing and inspections.

○ The contracting firm shall be a firm whose prime enterprise is in the field of fire protection engineering. The contracting firm should have a fully operational and fully staffed office within a 50 mile radius of Washington, DC. The contracting firm must provide a program manager who possesses a BS or MS in Fire Protection Engineering, and meets the experience requirements for fire protection engineers listed below.

Complete documentation to support fire alarm systems testing experiences must be resubmitted as a part of the submittal package.

○ Qualified fire protection engineer(s) shall witness acceptance testing. The FPE subcontractor must employ a full-time team of at least two qualified fire protection engineers, available for the Testing required by this contract. The engineers shall possess a BS or MS in fire protection or fire safety engineering with at least four consecutive years of experience in fire protection engineering work, within the past six (6) years, or professional engineering licensure in fire protection. Proposed personnel shall demonstrate that they have been involved in fire protection and life safety systems inspection and testing similar in complexity relevant to the scope.

○ The fire protection engineer(s) shall have experience in submittal review, construction inspection, acceptance testing and commissioning systems.

○ The fire protection engineer(s) shall demonstrate a thorough working knowledge and formal training in fire protection codes and standards, especially the latest edition of NFPA 101, NFPA 13, NFPA 72, NFPA 90A and the International Building Code. The proposed personnel shall demonstrate that they have acted in charge of fire protection engineering designs including fire protection and extinguishment systems, fire alarm systems, life safety systems, and smoke control systems.

● Testing and inspections for the fire alarm shall include the following minimum criteria:

○ Testing and commissioning in accordance with NFPA 72

○ All new equipment shall be 100% fully tested

○ Confidence (re-acceptance) testing to include 10% of the building field devices

○ Test each fire alarm initiating and indicating device and circuit for proper operation and response

○ Test the system for all specified functions in accordance with the contract specifications, and the approved sprinkler and fire alarm submittals

○ Determine that the system is operable under trouble conditions

○ Test the adequacy of the notification appliances (visible and audible characteristics)

○ Program changes to the building fire alarm control panel will require re-acceptance testing within 24 hours of the change

○ As applicable, perform a battery test for all new control panels and extender panels

● Testing and inspections for the fire protection system shall include the following minimum criteria:

○ Verify compliance with NFPA 13

○ Visual inspection of the sprinkler system adequacy, coverage, piping, hangars, sprinkler locations, hydraulic nameplates, and sprinkler types.

● Inspections for fire compartment integrity shall include the following minimum criteria:

○ Visually inspect fire rated partition/wall and floor assemblies, partition stenciling, fire door, and fire/smoke damper operation.

● Inspections for life safety and egress shall include the following minimum criteria:

○ Verify compliance with the NFPA 101 egress requirements

○ Visually inspect emergency lighting, exit signage, and egress arrangement (pathways, exits, special locking, etc)

The Contractor shall provide a written Discrepancies and Omissions (D&O) list within 48 hours of completion of each test or inspection. The D & O list shall include a description of the work that was completed, a description on the system equipment and operation, and describe conditions which do not comply with the above criteria. Provide corrective action recommendations for all discrepancies and omissions. Note that the task includes follow up inspections and testing necessary to verify corrections of items. If no items are necessary for correction, the D&O list shall indicate all items have been corrected and the space is acceptable for issuance of an occupancy certificate.

2.13. HAZARDOUS MATERIAL REQUIREMENTS

All work, including contact with and handling of hazardous materials, the disturbance or dismantling of structures containing hazardous materials, and/or the transport and disposal of hazardous materials shall comply with the applicable requirements of 29 CFR 1910/1926, and 40 CFR 761/260-271.

2.13.1. Hazardous Materials Survey

The Contractor shall hire a qualified Industrial Hygiene firm to inspect and test all portions of the building that are included in this project as part of the Existing Conditions Survey. Qualified is defined as utilizing personnel who are U.S. Environmental Protection Agency (EPA) accredited AHERA Inspectors/Management Planners or Project Designers. The survey and assessment shall include the following:

● Search through any existing documentation

● A walk-through inspection

● Sampling of any possible asbestos containing materials (ACM) and lead based paint (LBP) not identified in existing documentation. Sampling of ACM shall conform to the requirements found in 40 CFR 763.85.

● Provide sampling, testing and reporting for ACM and LBP that will be disturbed as a result of the project. If material suspected to be ACMs or LBPs are encountered, the material shall be sampled for bulk asbestos and/or lead paint chips.

● Adequately test and characterize the LBP waste by the toxicity characteristics leaching procedure (TCLP) – Lead

● Provide sampling, testing and reporting for caulking, waterproofing materials, and waste generated for PCB content in accordance with 40 CFR 761

● Consider all unmarked lamp capacitors and ballasts to contain PCBs, and manage these items as required by GSA Specification 02089

● Perform a comprehensive assessment, including the count and location of mercury-containing devices such as switches, thermostats, and gauges

● Perform a comprehensive assessment, including the count and location of observed universal waste (e.g. fluorescent lamps, batteries, etc.) and/or hazardous waste

● Perform a comprehensive assessment, including the number of exit signs that may require special disposal

2.13.2. Asbestos Containing Material

The Contractor shall survey the project area for ACMs per section 2.13.1. of this SOW. It [is / is not] anticipated that Asbestos Containing Material will be encountered during work activities.

All thermal systems insulation (i.e. boiler insulation, duct insulation, pipe insulation), surfacing materials (i.e. plaster and sprayed-on fireproofing) and miscellaneous materials (i.e. asphalt flooring, ceiling tiles, adhesives and mastics, drywall, roofing, gaskets and cement board), installed no later than 1980, must be considered asbestos containing unless proven otherwise in accordance with 29 CFR 1926.1101. Work involving the disturbance, dismantling or demolition of asbestos containing materials or structures containing asbestos; or the removal and disposal of asbestos, shall also comply with the requirements of 40 CFR Part 61, Subparts A and M; 29 CFR 1910.1001 (where applicable);

and GSA Specification 02085 Asbestos Abatement Procedures.

The most recent asbestos building-wide survey is provided for reference. Materials assessed to be part of a homogenous area previously determined to be NAD need not be re-sampled.

2.13.3. Lead Based Paint

The Contractor shall survey the project area for LBP per section 2.13.1. of this SOW. It [is / is not] anticipated that Lead-Based Paint (LBP) will be encountered during work activities.

All finished/painted surfaces of buildings constructed prior to 1978 shall be considered finished with lead based paint unless proven otherwise. The Contractor shall protect employees and the building by minimizing the creation of dust when patching/repairing/prepping existing surfaces for new paint.

Dry sanding is prohibited.

Work involving the disturbance, dismantling or demolition of lead based paint shall comply with 29 CFR 1926.62, as well as GSA Specification 02090 Lead Based Paint Abatement Procedures.

2.13.4. Polychlorinated Biphenyl

For all caulking and/or waterproofing removal projects in buildings constructed prior to 1979, assume PCB contamination above 50 ppm. Testing of waste materials is not mandatory, but if no testing is conducted the waste must be classified per EPA as "PCB Bulk Waste". The Contractor’s Industrial Hygiene Consultant has the option to test caulking, waterproofing materials, and waste generated for PCB content in accordance with 40 CFR 761. If the materials yield PCB levels below 50 ppm they can be disposed of as standard construction debris.

Work involving the disturbance, dismantling or demolition of PCBs shall comply with GSA Specification 02089 Small PCB Items and Mercury Lamps. The Contractor shall survey the project area for PCBs per section 2.13.1. of this SOW.

Fluorescent and high intensity discharge lamps shall be managed as Universal Waste and sent to a recycler, or as Hazardous Waste, if materials are not sent to a recycler. In addition, lamps that are broken or crushed must be managed as hazardous waste unless otherwise stated in local regulations.

2.13.5. Radon

The Contractor shall test for radon after any project which may potentially affect radon building levels. Testing for radon gasses is a required close out activity for this project.

2.13.6. Mercury

The Contractor shall survey the project area for mercury containing devices per section 2.13.1. of this SOW. It [is / is not] anticipated that mercury will be encountered during work activities.

2.13.7. Universal / Hazardous Waste

The Contractor shall survey the project area for universal / hazardous waste per section 2.13.1. of this SOW. It [is / is not] anticipated that universal / hazardous waste will be encountered during work activities. All fluorescent bulbs shall be disposed of as universal hazardous waste.

2.13.8. Exit Signs Requiring Special Disposal

The Contractor shall survey the project area for exit signs requiring special disposal per section

2.13.1. of this SOW. It [is / is not] anticipated that exit signs requiring special disposal will be encountered during work activities.

2.13.9. Hazardous Materials Cost Tracking

The Contractor shall propose and invoice costs for all effort related to asbestos separately from costs for all efforts related to all other hazardous materials, both of which shall be separate from all other costs for GSA’s accounting purposes.

2.13.10. Construction and Demolition (C&D) Debris

The Contractor shall divert a minimum of 50% of C&D waste from landfills and/or incinerators. The Contractor shall provide enough containers for collecting construction debris and construction materials to be recycled. At the beginning of the project, the Contractor shall submit a waste management plan with monthly update reports on progress to the COR/PM, as well as a final report documenting the total tons recycled, total tons reused, and total tons landfilled. The C&D Waste Management Plan and Report form is the required form for reporting, and is attached to this SOW.

Waste reports and associated documentation must be submitted with each invoice.

2.13.11. Protection of Stratospheric Ozone

The Contractor shall not allow the venting of refrigerants to the atmosphere in compliance with section 608 of the Clean Air Act (40 CFR Part 82).

2.13.12. Refrigerant Recovery and Significant New Alternatives Policy (SNAP) Requirements

The Contractor shall identify the type(s)/amount(s) of refrigerant(s) to be recovered as part of the project and their viability for reuse as recovered or after reclamation. GSA will determine and inform the Contractor of the disposition plan (reuse by GSA, reuse by the DOD, sale to a certified technician or reclaimer or disposal per RCRA regulations).

New chiller equipment, refrigerators, air conditioners, and heat pumps may only use refrigerants listed as “Acceptable” by the U.S. Environmental Protection Agency (EPA)’s Significant New Alternatives Policy (SNAP) Program, even if EPA's "Unacceptable as of" date is in the future.

2.13.13. Polycyclic Aromatic Hydrocarbons (PAHs)/Coal Tar Sealants

Not applicable.

2.14. ENERGY AND WATER EFFICIENCY REQUIREMENTS

Refer to PBS Interim Core Building Standards for applicable laws and regulations to follow.

If any pumps or motors will be purchased, they shall be NEMA Premium Efficiency rated and controlled by a Variable Frequency Drive (VFD).

If insulation will be replaced or installed, it shall be the maximum feasible insulation on tanks, pipes, fittings, valves, and other associated equipment related to the domestic hot water system in the building.

2.14.1. Cost Comparison Analysis

Not applicable.

2.14.2. Lighting Fixtures

Lighting fixtures should be approved by the DesignLights Consortium® (DLC) with a DLC Premium Certification—as the first priority—and Energy Star certified if no DLC rating is available. Lighting-inclusive projects shall use efficient light-emitting diode (LED) fixtures and automatic lighting controls (i.e. either occupancy or vacancy sensors—the preference is for vacancy sensors) that are linked to the Building Automation System, if present. When retrofitting an existing lighting fixture with new LED bulbs or tubular LEDs, ANSI & ASHRAE must be followed.

Interior lighting color temperature is recommended to be 3500 K and not to exceed 4000 K. Indoor lighting should be on motion detection controls and daylight controls if within 10 feet of a window or skylight.

Outdoor lighting should follow these guidelines to limit light pollution:

● Outdoor lighting color temperature should be limited to 3000 K with a maximum of 3500 K, (CCT < 3000 K; S/P ratio < 1.2) to minimize blue emission, use “warm-white” or filtered LEDs

● All exterior lighting should be on a timeclock or photocell control, as well as vacancy or occupancy sensors

● Provide fully shielded fixtures that emit no light upward

● Provide for dimming or turning off the lights during overnight hours

● Avoid over-lighting due to the higher luminous efficiency of LEDs

● Only light the exact space and in the amount required for particular tasks

● Outdoor lighting products that can help meet these specifications can be found on The

International Dark Sky Association’s website

2.14.3. Energy Rebates

The Contractor shall work with the DC Sustainable Energy Utility (DCSEU) to identify energy conservation measures that may qualify for energy rebates. Conservation measures can fall under a variety of categories, including but not limited to, upgrade and/or replacement of lighting, HVAC, controls (efficiency, motor, water), ventilation, and space heat efficiency. DCSEU will conduct a preliminary review to determine whether the project qualifies; if so, the Contractor shall share project details with DCSEU POCs Cory Chimka and Leigh Harrold. Relevant details depend upon the project, however, basic information would include project scope of work (SOW), technology and space specifications, building location, and building energy data (if applicable).

The DCSEU will perform an energy savings analysis and will provide GSA with a copy of the completed application that indicates energy savings and estimated rebate award. The Contractor shall make arrangements for pre- and post-installation inspections necessary for a rebate to be awarded under this contract. Additionally, the Contractor shall include project updates in regular (monthly) reports provided to the COR/PM. The Contractor shall submit a copy of all communications and documentation within 14 calendar days from the start date of the qualifying rebate-able activity and/or submissions to the utility to the GSA NCR BA63 Fund Manager at HPFB@gsa.gov.

Funds received are solely for the use and benefit of the federal government; the installer, designer, and other parties to the contract, including the Contractor, will have no claim whatsoever to rebate funds.

The Contractor shall:

● Contact DCSEU within 7 calendar days of the contract award to alert them to the project and

SOW.

● File rebate application with DCSEU prior to any demolition work or materials/equipment being ordered. DCSEU reserves the right to tour the site pre-construction to observe baseline equipment and systems.

● Provide specifications and cutsheets of both the existing equipment and/or materials to be replaced as well as the new equipment to DCSEU so that they can evaluate the baseline energy consumption and compare consumption to the new equipment and/or materials.

● Ensure that all materials are rebate-eligible prior to ordering. Send supply equipment specification sheets to DCSEU for approval prior to purchase.

● Provide purchase invoice to DCSEU for confirmation of equipment variety and counts.

● Alert DCSEU when construction completion date is known, no less than 7 calendar days prior to project completion. DCSEU reserves the right for a post-construction visit to confirm all equipment installations and functionality is complete. Provide DCSEU with requested documents and facilitate equipment walkthrough and demonstration where required.

2.14.4. HVAC System Replacement, HVAC System Controls, Cooling Tower Replacement

Refer to PBS Interim Core Building Standards, ASHRAE, International Energy Conservation Code (IECC), or International Green Construction Code (IgCC), as necessary.

2.14.5. Roof Replacement

Roof insulation in roof replacements or major repairs shall be brought to R30 or higher. Projects at locations where this is deemed unattainable shall consider high performance insulation and conduct a life cycle cost analysis to determine if the investment is advantageous to GSA. Due to the longevity of our roofs and the year-round conditioning of our spaces, roof insulation has a high impact on the energy efficiency of our facilities.

2.15. BUILDING CONTROL SYSTEMS, INCLUDING BUILDING AUTOMATION

SYSTEMS (BAS) AND BUILDING MONITORING AND CONTROL (BMC)

SYSTEMS

The property does have a BAS or BMC.

The Contractor shall integrate all new equipment into the existing BAS or BMC and controllers. This includes interface compatibility, required programming, and commissioning to ensure performance meets required performance objectives per the PBS Smart Buildings Directive, Smart Building Implementation Guide Requirements, Smart Buildings Program Guide, GSA Data Normalization for Building Automation Systems, GSA National Capital Region AMS Guide, Technology Policy for PBS Owned Building, Monitoring and Control Systems, and Niagara NiCS Statement. If the BAS or BMC are on a Federal Government network, or will be connected to the network by this project, then the Contractor shall comply with Section 2.16 of this SOW.

2.16. CONNECTIONS TO FEDERAL GOVERNMENT BUILDING SYSTEMS

NETWORKS (BSN)

This project [is/is not] anticipated to connect to [GSA’s or the Tenant Agency’s] Network. All persons working on this task order, and interfacing with a Federal Government internet or intranet network shall be HSPD-12 cleared prior to working on the network, regardless of the number of days engaged in the project. All work shall comply with Section 2.3.3. of this SOW.

2.17. COMMISSIONING

Not applicable

2.18. MANUFACTURER REQUIREMENTS

The Contractor shall follow all manufacturers’ instructions and best accepted trade practices during performance of this work.

2.19. BUILDING INFORMATION MODELING (BIM)

Not applicable.

2.20. ENERGY MODELING AND PERFORMANCE

Not applicable.

2.21. COBie

Not applicable.

2.22. METERS & SUBMETERS

Not applicable.

3. DESIGN STAGE

Not applicable.

4. CONSTRUCTION STAGE

This section details the services and submittals required to support the construction stage of the project.

4.1. GENERAL

The D/B Contractor shall provide all necessary labor, materials, supervision, management, quality control plan, and testing to produce work conforming to the contract documents and Issued for Construction (IFC) 100% Final Construction Documents created during the Design Phase

4.1.1. Project Supervision

The Contractor shall have a full-time Superintendent on-site at all times when work is performed.

GSA may contract a third-party Construction Manager as Advisor (CMa) for daily on-site project management, monitoring, coordination and inspections. The Contractor’s Superintendent shall coordinate with the GSA CMa and COR/PM on all project activities.

4.2. PERMITTING

The Contractor shall obtain and provide to the COR/PM all applicable permits such as, but not limited to, sheeting, shoring, and public space permits as required by federal, state or local jurisdictions; this includes application fees and any fines or penalties that result from noncompliance.

4.2.1. Permit for Welding, Cutting, or Brazing

The Contractor shall comply with NFPA 51B. The Contractor shall not conduct operations involving the use of open-flame, electrical arc equipment, or flammable substances until a permit for welding, cutting, and burning has been issued by the Government.

The Contractor shall complete GSA 1755 - Permit for Welding, Cutting, or Brazing. Contact the Building Management Office to obtain burn permits. 48 HRS notice required Burn permits are required for each separate occurrence. Burn Permits must be displayed at the work site during burning operation. The permit duration shall be one work shift for a specific location unless otherwise agreed to by the Government and Contractor.

4.2.2. Utility Locating Services

Where sitework shall occur, utility locating services must be provided [7] calendar days in advance of any sitework…