0.0 JFB USCG R21 Construction SOW -Rev 1.pdf

U.S. General Services Administration

Region 10

Public Buildings Service www.gsa.gov

Statement of Work for

Construction Contract Revision 1

PROJECT IDENTIFICATION

Project Title: USCG Rescue 21 Tenant Improvement

Building: Hurff A. Saunders FB & Robert Boochever USCH

Building ID #: AK0013ZZ

Building Location: 709 W. 9th Street, Juneau, AK 99801

2 Revision 1

TABLE OF CONTENTS

Project Information 3

Scope of Work 4

Deliverable and Submittal Schedule 5

Applicable Standards 9

Acceptance Criteria 10

General Requirements 12

Appendix A - Security Protocol 16

3 Revision 1

1. Project Information

1.1. Location of Work:

1.1.1. Building Number: AK0013ZZ

1.1.2. Name: Hurff A. Saunders FB & Robert Boochever USCH, aka Juneau Federal Building

1.1.3. Address: 709 W. 9th Street, Juneau, Alaska 99801

1.1.4. Area: 3rd Floor

1.2. Background: The Juneau Federal Building is located in southeastern Alaska, in the state capital of Juneau. The building was constructed in 1966, was fully renovated in 1995, and is now a modernized office building. It is a twelve-story reinforced, cast-in-place concrete office building, located in the Juneau Central Business District (CBD). With its proximity to the state capitol building, the Juneau Federal Building provides good accessibility to key state agencies. In 2014, the building was renamed the Hurff Ackerman Saunders and Robert

Boochever United States Courthouse, but is still commonly referred to as the Juneau

Federal Building, or JFB. The JFB is one of only seven buildings in Alaska with a LEED EB certification - it was awarded a Silver Certification in 2016.

1.2.1. Project Purpose:

1.2.1.1. United States Coast Guard Rescue 21 is currently located on Mayflower Island in

Douglas, Alaska (leased space). This construction project will build out space in the JFB in order for the agency to relocate before the current lease expiration date of November, 2021. Rescue 21 (or R21) will occupy approximately 5100 square feet on the 3rd floor. The new space will include areas known as

“Playroom”, “Storage”, “Conference Room”, “Ocean Lab, and “The Cave.”

1.2.1.2. Rescue 21, the Coast Guard’s advanced command, control and direction-finding communications system, was created to better locate mariners in distress and save lives and property at sea and on navigable rivers. By harnessing state-of-the-market technology, Rescue 21 enables the Coast Guard to execute its search and rescue missions with greater agility and efficiency.

1.2.2. Project Summary:

1.2.2.1. The Government has contracted with an architectural/engineering firm who have created 100% Construction Drawings (CDs). These drawings will be provided under separate cover. Specifications for the project have also been developed and will be provided under separate cover. 95% Drawings are being provided for the Pre-Solicitation phase, and 100% Construction Drawings will be provided at final Solicitation.

1.2.2.1.1. Provided drawings are considered Sensitive but Unclassified (SBU) documents, and thereby require administrative control and protection from public or other unauthorized disclosure

4 Revision 1

1.2.2.1.2. Drawings, specifications, and other relevant attachments will be available on a GSA Google drive and require a GSA GACA email to request access

1.2.2.2. The construction scope will include but is not limited to HVAC, electrical, fire/life/safety, telecom, information technology, ceiling components, lighting and structural improvements. It includes demolition and construction of new walls, doors, lights, switches, outlets, casework, offices, a network room, and sound attenuation.

1.2.2.3. The Government plans to utilize a third party Construction Manager to assist with submittal reviews, Requests for Information, inspections, etc.

1.2.2.4. The Government plans to utilize a third party Moving Contractor to move the

USCG’s contents from its current location to the Juneau Federal Building. The

Government will coordinate and require some cooperation between Construction

Contractor and Moving Contractor.

1.2.2.5. The USCG will be providing their own systems furniture (cubicles) but

Construction Contractor will be responsible for electrical connections for systems furniture

1.3. Period of Performance:

1.3.1. The period of performance is one-hundred-ninety five (195) calendar days from Award to Substantial Completion and thirty (30) calendar days from Substantial Completion to

Final Completion, for a total period of performance of two-hundred (225) calendar days.

The USCG must be operational by October 15th, 2021 due to an expiring lease at the

Mayflower Island location. All days listed in this section are calendar days, unless noted otherwise.

1.3.1.1. Following award the contractor is required to commence administrative requirements to include, but not limited to the following:

(for additional deliverables and submittals see Section 3)

1.3.1.1.1. Submission of bonds and/or insurance documents within ten (10) days of contract award. After acceptance of the Bonds and Insurance the

Contracting Office will provide a Notice to Proceed (NTP). No physical work onsite will be allowed without NTP.

1.3.1.1.2. Security Clearances (background investigation) documents shall commence within fifteen (15) Days of Award (see Section 6).

1.3.1.1.3. Product submittals are required to be submitted within fifteen (15) calendar days of NTP unless otherwise noted (see Section 3).

Contractor shall identify long lead items and make every effort to

5 Revision 1 provide these submittals to the Government earlier than the fifteen (15) calendar days.

1.3.1.1.4. An initial schedule shall be provided as a submittal within fifteen (15) days of award.

1.3.1.1.5. A Schedule of Values (SOV) shall be provided as a submittal within fifteen (15) days of award

1.3.1.2. A Pre Construction Meeting will be held shortly after award (see Section 6).

1.3.1.3. Final completion is required to occur no later than thirty (30) calendar days after

Substantial Completion. Final completion includes all site cleanup, demobilization, completed and accepted punch list and closeout documents (see

Section 3.7).

1.3.2. Work Hours:

1.3.2.1. The third floor is currently occupied by several agencies, including an exam center. As such, the Contractor is required to perform all work specified for this project, AFTER normal JFB working hours to reduce noise and distraction to the neighboring tenants. JFB’s normal working hours are 7:00 am to 6:00 pm except weekends and federal holidays. The contractor can begin to mobilize up to two hours before 6:00 pm.

1.3.2.2. Work that is desired to be performed during normal working hours is required to be requested in advance and in writing by the Contractor. The request is required to be reviewed by the Contracting Officer’s Representative (COR) and approved in writing. This request shall be received no later than (7) calendar days prior to start of work. Note the use of pneumatic or electric hammers for demolition and cutting purposes within the existing building will not be permitted during normal business hours.

2. Scope of Work

2.1. Task 1 - Construction: Contractor shall provide all supplies, material, equipment and labor required to complete the work IAW (in accordance with) provided construction drawings and specifications.

2.1.1. Contractor shall verify all dimensions, paying attention to critical dimensions. All dimensions, quantities and locations shall be field verified by the contractor.

2.1.2. After NTP, demolish existing office walls, doors, data, electrical, ceiling components, lighting, HVAC, etc. IAW with provided plans

2.1.3. Construct new walls, doors, data, electrical, ceiling components, lighting, HVAC, etc.

IAW with provided plans

6 Revision 1

2.1.4. Provide “Contractor Provided” equipment as noted on plans, i.e. network racks

2.1.5. There are no known hazardous materials in the area of work. See provided document titled “JFB 3rd Floor ACM Assessment”.

2.1.6. All lock cylinders must be keyed to the GSA Juneau FB master. Provide (minimum) two keys per cylinder. Doak's Lock and Key maintains the building master key system.

2.1.7. Contractor shall make note of the of the procedures for warranty revisions/alterations to the Carlisle warranted roofing system as noted on Sheet A501, Flashing Notes

2.1.8. A battery cabinet with an exhaust is no longer required - see red line notes on Sheets

M-101, M-104, M-601, M-801, E-101, E-601, and A-103. See also red line note on

Spec 23 34 23 HVAC Power Ventilators

2.1.8.1. Updated drawing set will be provided upon award..

2.1.9. Contractor is no longer required to run the electrical lines from the new condenser

(mounted on the mezzanine roof) through penetrations in the cast concrete façade.

Instead, the lines from the new condenser shall be installed through the existing mezzanine roof access point and tied into existing conduit that feeds back to existing panel

2.1.9.1. Updated drawing set will be provided upon award.

2.1.10. Refrigeration lines shall be installed from the condenser mounted on the mezzanine roof down through the existing mezzanine roof access point and tie into the existing vertical shaft that runs back up to 3rd floor mechanical space immediately adjacent to the agency space.

2.1.10.1. See provided drawings JFB USCG Rescue 21-3rd Floor-Revisions and

JFB USCG Rescue 21-Mezz Floor-Revisions

2.1.10.2. Updated drawing set will be provided upon award.

2.2. Task 3 - Historic: This building is listed on the National Register of Historic Places. All work and workers are required to comply with the Secretary of Interior's Guidelines for the

Treatment of Historic Properties. More information can be found at https://www.nps.gov/tps/standards/rehabilitation/rehab/stand.htm

2.2.1. Special attention shall be paid to work that affects corridors, which are considered a

Zone 2 preservation zone.

3. Deliverable and Submittal Schedule

3.1. PMP - The Contractor is required to prepare and submit to the COR for approval, a Project

Management Plan within ten (10) calendar days following award. The Plan may be the same

7 Revision 1 information that was provided to the Government during the Solicitation Phase. The Plan is required to communicate the contractor’s management approach to the work and is required to include, but is not limited to, the following:

3.1.1. Work Plans - the work plan is required to describe how the Contractor plans to execute the work, to include security clearances, submittals, construction, inspection and move services.

3.1.2. Communication Plan - the communication plan is required to include a list of key personnel, to include contact information. It shall include a contractor project designee who must be available to provide project status updates to COR each work day.

3.1.3. Schedule - the schedule is required to be prepared using Gantt chart format with major milestones on the critical path noted (i.e. bold font, different color font, asterix, etc.)

3.1.3.1. A Final Construction Schedule taking into consideration submittal approvals and lead times of all products shall be submitted within (30) calendar days of award.

3.1.4. Waste Management Plan per the PBS P-100 1.7.2.2

3.1.4.1. The PBS-P100 Facilities Standards for The Public Building Services can be downloaded at https://www.wbdg.org/ffc/gsa/criteria/pbs-p100

3.2. Site Safety Plan - The Contractor is required to prepare and submit to the COR for approval, an Accident Prevention and Site Safety Plan within ten (10) calendar days following award. The Site Safety Plan is a living document and is required to be updated to address emergent, current or national conditions. The Plan is required to define how the contractor will protect the general public, their employees and the environment, to include, but not limited to:

3.2.1. Responsibilities and Lines of Authority

3.2.2. Prime Subcontractors and their participation in the Plan

3.2.3. Activity Hazard Analysis (AHA).

3.2.4. Accident Prevention Plan

3.3. Schedule of Values - The Contractor is required to prepare and submit to the COR for approval, a Schedule of Values (SOV) within fifteen (15) calendar days following award. The

SOV is required to be defined and expressed in CSI MasterSpec Divisional order or as otherwise agreed upon.

3.4. Construction Quality Control Plan (CQC)

3.4.1. Daily Reports - The Contractor is required to submit to the COR and/or Construction

Manager a daily report for days when site work is being performed. As a minimum, include the following in the daily report form: report number, date, weather (if an impact to the project), work performed, numbers of workers, list of subcontractors on site, 8 Revision 1 photos and test performed and results. Daily reports can be collected and provided to the Government on a weekly basis and shall be placed on the Google Drive.

3.4.2. Upon request of the Government, the Contractor shall provide specific inspection reports for specific construction activities. The Government will request these reports no less than seven calendar days prior to the work being performed.

3.5. Shop Drawings, Material and Product Submittals

3.5.1. The Contractor is required to submit shop drawings and product data as stipulated in the specifications (provided under separate cover). All submissions are required to be made to the COR. Prior to submitting shop drawings to the COR, the Contractor is required to review the shop drawings for completeness and is required to establish that the shop drawings meet the contract requirements.

3.5.1.1. The Contractor is required to provide shop drawings and product data for all systems, equipment and materials per the specifications (provided under separate cover).

3.5.1.2. Submittals verify design intent; however, approved submittals DO NOT automatically constitute a waiver to the contract document requirements. If a waiver or deviation from the contract document requirements is required the

Contractor must submit a Request for Information (RFI) to the Contracting

Officer. The Contracting Officer will determine if a waiver is permitted and respond to the RFI.

3.5.1.3. The Contractor is encouraged to utilize early submission to minimize lead time.

3.5.1.4. Each submittal is required to be presented with a letter of transmittal or cover sheet, and provide the following:

3.5.1.4.1. A title, serially numbered and included in an approved submittal log.

Rejected submittals are required to be resubmitted with an additional number or character such as .1, .2 or a, b. to identify the submittal history.

3.5.1.4.1.1. Submittal log is due within (15) days of award

3.5.1.4.2. Submittals are required to be logged and outlined using CSI

MasterSpec Divisions.

3.5.1.4.3. Provide product sheets defining and demonstrating what and how the product meets the intent of the contract documents and complies with the Buy American Act under the contract.

3.5.1.4.4. Provide Safety Data Sheets (SDS) as applicable, defining and demonstrating what and how the submittal conforms to PBS Key

Sustainable Products Initiative PBS 1096.1.

9 Revision 1

3.5.1.4.5. The CO/COR requires seven (7) calendar days for review of product submittals and seven (7) calendar days for review of shop drawings.

3.5.1.4.6. If a submittal is considered a “long lead” item the Contractor shall make a note of this on the cover sheet and shall include the estimated lead time.

3.5.1.4.6.1. Lead Time shall include shipping to Juneau, Alaska.

3.6. Request For Information (RFI)

3.6.1. At a minimum, all RFI are required to include the following:

3.6.1.1. Information Requested - explain in detail your request, including referencing drawings, specification, codes, etc.

3.6.1.2. Contractor’s Recommendation - provide a recommendation to the CO to address

RFI concerns.

3.6.1.3. Time and Cost Impact - indicate if the RFI is for clarification only, no-cost minor field change, or if the RFI may result in a modification for additional time and/or cost.

3.6.2. As part of project quality control, the contractor is required to maintain an RFI log to keep track of RFIs. RFI log will be reviewed at QC or progress meetings to discuss RFI status and will be made available to the COR upon request.

3.7. Closeout submittals

3.7.1. The contractor is required to provide the following closeout documents in electronic format no later than thirty (30) calendar days after Substantial Completion, to include, but not limited to:

3.7.1.1. Final inspection and test results specified in this Statement of Work, Architectural/Engineer plans and specifications (see Section 5).

3.7.1.2. As-built drawing and redline documents.

3.7.1.2.1. As builts to be provided in both PDF and AutoCAD formats

3.7.1.3. Specifications manuals, as applicable, with changes approved during the project.

3.7.1.4. Product data and shop drawings:

3.7.1.4.1. The contractor is required to combine all inspection and test results, As-builts and shop drawings, product data and specification changes into an electronic record, like pdf.

10 Revision 1

3.7.1.4.2. The data is required to be organized in CSI divisional format and hierarchy.

3.7.1.5. Waste Diversion Report

3.7.1.5.1. Refer to PBS P-100 Section 1.7.2.2 for requirements

3.7.1.6. Equipment Report

3.7.1.6.1. All new equipment provided must be clearly identified

3.7.1.6.2. A Template has been provided to capture all data required for upload into the National Computerized Maintenance Management System

(NCMMS). Contractor shall use the template provided to capture equipment removed and/or installed during the projects. Information required includes equipment type, equipment tag, description of equipment, make/model, serial number, etc. Refer to attachments 7.9

Equipment List and 7.10 R10 NCMMS Information.

3.7.1.7. Operations and Maintenance Manuals (O&M) in PDF format

3.7.1.7.1. O&M manual is required to provide detailed information identifying the building, floor number, specific space, tools, procedures, equipment and parts necessary to assure satisfactory operation and maintenance per the manufacturers recommendations.

3.7.1.7.2. The contractor is required to provide maintenance training, Maintenance

Training is required to address cycles of replacement and use of any special tools, etc.. Include references to record documents, spare parts and material lists, warranties, maintenance agreements and similar continuing commitments.

3.7.1.8. Warranty Letters

3.7.1.8.1. The Contractor is required to provide the CO/COR with official copies in electronic format of all warranties. The warranty start date is required to begin no earlier than the date of the installation and acceptance. The warranty letters are required to include the point of contact with current contact information and response times.

3.7.1.9. Attic Stock

3.7.1.9.1. The Contractor is required to provide the COR with (2) boxes of each type of flooring used, and (1) gallon of each type of paint used. Attic stock shall be clearly labeled (agency, room number, finish, etc) and shall be placed in a TBD area in the JFB. Any leftover ceiling tiles shall also be provided to the government.

11 Revision 1

3.7.1.10. Final Requesting Official Contractor Approval List (ROCAL) and Access

Credentials

3.7.1.10.1. The Contractor is required to provide a final ROCAL to the sponsoring

GSA Official (COR/PM), indicating the dates that all staff have been removed from the project.

3.7.1.10.2. The Contractor is required to return all access credentials to the GSA issuing officials and provide the COR/PM with written or email confirmation from the issuing official.

4. Applicable Standards

4.1. The Contractor is required to comply with federal, state, and local codes and design standards, using the latest editions at time of award, including, but not limited to the following:

4.1.1. PBS P-100

4.1.2. 1000.8 PBS Indoor Air Quality Management

4.1.3. PBS Key Sustainable Products Initiative PBS 1096.1

4.1.4. Occupational Safety and Health Administration (OSHA)

https://www.osha.gov/Publications/OSHA3990.pdf

4.1.5. Region 10 Fire Life Safety (FLS) Policy (provided as attachment)

4.1.6. International Building Code (IBC)

4.1.7. National Electrical Code (NEC)

4.1.8. National Fire Protection Association (NFPA)

4.1.9. Secretary of the Interior's Standards for the Treatment of Historic Properties (Include a copy of the BPP (Building Preservation Plan) as an attachment)

4.1.10. Architectural Barriers Act Accessibility Standard (ABAAS)

5. Acceptance Criteria

5.1. Visual inspections

5.1.1. Visual inspections are required to be performed for all work elements prior to closing the assembly from vision or upon completion of the installation and is required to be recorded on GSA form 220 by the COR or Construction Manager (CM).

12 Revision 1

5.1.1.1. Inspections are required to verify that the assembly or work product meets applicable standards (see Section 4.0) and CQC plans.

5.1.1.2. Inspection Criteria for visual inspections of completed installations is required to be conducted with “normal” lighting, “normal” viewing angles, without magnifications:

● Normal lighting position- Normal lighting conditions are described as those in place when the project is finished. This includes, but not limited to, design lighting (e.g. wall washers, spots and floods, etc) and natural lighting.

● Normal viewing position- The normal viewing position is required to be established at a minimum distance of five feet perpendicular from the surface to be viewed.

5.1.1.2.1. Inspection lighting is required to be representative of normal lighting conditions in intensity and location. Consider window treatments and/or any other decorative finishes that could affect lighting and viewing.

5.1.1.2.2. A normal viewing position is required to be used. Visual evaluation for acceptance can be determined from a normal viewing position, at any angle, provided it is established at a minimum distance of five feet perpendicular from the surface to be viewed.

5.1.1.2.3. When viewed without magnification under occupancy conditions with normal lighting conditions and from a normal viewing position, a level of visual appearance is achieved as established by the approved job site standard.

5.1.1.2.4. Contractor shall provide the Government at minimum (7) calendar days advance notice when systems will be available for inspection by the Government.

5.2. Testing And Balancing Report - contractor to provide a pre and post TAB

5.3. TIA 568 Structure Cable Standard

5.4. Carpet and Rug Institutes, (CRI) Carpet Installation Standard 2015

13 Revision 1

6. General Requirements

6.1. Post Award Meeting

6.1.1. The contractor and teams are required to attend the Post Award/Kick Off

Meeting . The CO/COR will host this administrative meeting within ten (10) calendar days from the contract award date to review contractual and technical issues, objectives of the project and communication protocols. This meeting will include the discussion of schedules, submittal dates, site conditions and requirements and establish points of contact prior to the commencement of work. At the meeting, the contractor is required to provide evidence that all employees and subs are in the process of obtaining security clearances (see

Section 6.11) and provide for approval any revisions in the Project Schedule or

PMP, per Section 6 below. As a minimum, the following items are required to be discussed:

6.1.1.1. Confirm all preliminary documentation for security clearances has begun

6.1.1.2. Review security and safety issues

6.1.1.3. Review the Initial RO List and identify POC 1

6.1.1.4. Schedule, phasing, integration, and coordination

6.1.1.5. Schedule site visits and additional discussions

6.1.1.6. Site conditions and rules

6.1.1.7. Submittals (see Section 3)

6.1.1.8. Clarify outstanding questions

6.2. Pre-Construction Meeting

6.2.1. The Contractor is required to attend Pre-Construction Meeting conducted on site and coordinated by CO/COR. Prior to this meeting all Pre-Construction activities (submittals, contractor adjudications, etc.) are required to be complete.

6.2.1.1. Agenda - will be provided by CO/COR or CM NLT “two” (2) calendar days prior to meeting. This meeting will discuss all expectations of each stakeholder associated with this contract.

14 Revision 1

6.2.1.2. Meeting Minutes - will be captured by CO/COR or CM and distributed to stakeholders NLT two business days after meeting.

6.3. Progress Meetings

6.3.1. The Contractor is required to be available to meet with the CO/COR upon request to present deliverables, discuss progress, exchange information and resolve emergent technical problems and issues (this is in addition to the requirements noted in 6.3.3)

6.3.2. The Contractor is required to keep CO/COR informed, through meetings or reports, onsite discussions or emails of progress and potential problems with the project.

6.3.3. The Contractor is required to chair weekly progress meetings.

6.3.3.1. The contractor is required to prepare an agenda addressing the schedule and progress, scope, deliverables and action items.

6.3.3.1.1. Daily reports with photos are required to be reviewed

6.3.3.1.2. Provide a one week look ahead to discuss upcoming work

6.3.3.1.3. Provide two week look ahead to discuss any upcoming inspections

6.3.3.1.4. Provide meeting minutes within two (2) business days of meeting

6.4. Building Requirements

6.4.1. The building will be occupied by federal staff and potentially the public during the construction phase. The Contractor is required to minimize disruptions and ensure the safety of building tenants and the public is maintained at all times, to include, but not limited to:

6.4.1.1. Keep supplies and materials in their staging areas and provide safety features such as cones, fencing or locked doors to prevent unauthorized entry.

6.4.1.2. Provide dust and odor containment, meeting GSA Indoor Air Quality standards.

15 Revision 1

6.4.1.3. Plan noisy or vibrating work to ensure disruptions to the Government operations and work are minimal. Provide planning documents like

“Sequence of Operations” or “Look-ahead Schedules” to inform stakeholders.

6.4.1.4. Erect safety barriers (passive and/or active) and provide warning signs.

6.4.1.5. Contractor shall note the following:

6.4.1.5.1. Parking at the JFB is the responsibility of the Contractor

6.4.1.5.2. Access to the loading dock requires advanced coordination with the COR

6.4.1.5.3. No on site storage for building materials is available

6.5. Daily Cleanup

6.5.1. The contractor is required to keep all areas open to the public or the tenant free from hazards, dirt and debris. The project site shall be kept in a neat, orderly, and safe condition at all times and all work areas shall be cleaned at the end of each work day.

6.5.1.1. Remove all waste and debris from the worksite and building by the end of each day.

6.5.1.1.1. Ensure all waste materials and debris are disposed of at an

Alaska Department of Environmental Conservation (DEC) approved disposal site, in accordance with applicable environmental regulations. Unless otherwise specified, all material(s) removed becomes the property of the Contractor.

6.5.1.1.2. Refer to PBS P-100 Section 1.7.2.2 for specific reporting requirements

6.5.1.2. The building disposal system may not be used for construction waste.

6.5.1.3. The contractor is required to provide waste removal for construction debris and a dumpster or roll-off bin with a lockable lid.

6.5.1.4. Government has first right of refusal for salvagble materials such as doors, door frames, light fixtures, etc. Coordinate with COR.

16 Revision 1

6.6. Utilities

6.6.1. Water and electric service will be provided to the Contractor at no cost.

6.6.1.1. No utility outages will be approved without the written consent and approval of the COR. Requests for utility outages shall be coordinated in writing at least 7 calendar days in advance with the COR.

6.7. Protection

6.7.1. The Contractor is required to provide all labor, material, and equipment necessary to protect personnel, furnishings, equipment or the building structure from damage.

6.7.2. The Contractor is required to provide all engineering controls to protect all areas being worked on from the migration of dirt, dust, oils and spray.

6.7.3. The Contractor is required to replace or repair to the original condition any items damaged due to work performed under this contract, at no additional cost to the Government.

6.8. Work Site Access

6.8.1. The Contractor is required to ensure access to the site maintains the following protocols:

6.8.1.1. Enter the worksite through employee entries or roll up doors for the dock access.

6.8.1.2. Coordinate all deliveries with the Property Manager.

6.8.1.3. Use rubber-tired vehicles for conveying material inside the building and provide temporary covering to protect floors.

6.8.1.4. Provide and/or coordinate elevator wall protections.

6.8.1.5. Provide safety barriers per the site safety plan.

6.9. Safeguard of Equipment, Supplies, and Materials

6.9.1. The Contractor is required to safeguard all equipment, supplies and materials.

The Government will not be responsible for any loss or damage to materials, 17 Revision 1 supplies, tools, or equipment on the site, including materials in which salvage value may have been reflected in bid.

6.10. Site Closeout Requirements

6.10.1. The Contractor is required to complete all tasks listed below prior to submitting the final invoice for payment:

6.10.1.1. Clean each surface or unit to the condition expected in a normal, commercial cleaning and maintenance program. Ensure that cleaning covers the pathways to the work site as well as inside the work site.

Ensure cleaning materials comply with all manufacturer’s written instructions and meet GSA PBS Key Sustainable Products Initiative PBS

1096.1 and 1000.8 PBS Indoor Air Quality Management.

6.10.1.2. Remove all debris, tools, equipment and materials from the job site.

6.10.1.3. Removal of grease, dirt, stains, foreign materials, and labels from finished surfaces

6.11. Security and Access

6.11.1. The Contractor is required to ensure all workers pass a background investigation prior to the start of the work. Refer to GSA Office of Mission

Assurance (OMA), HSPD-12 Policy (Attachments 7.7, Vendor Training).

18 Revision 1

7. Attachments - Provided in Google Drive

7.1. 100% Drawing Set

7.2. 100% Specifications in CSI format

7.3. JFB 3rd Floor ACM Assessment

7.4. GSA R10 - Fire Alarm Design, Installation and Testing Policy

7.5. GSA R10 - Fire Watch Log

7.6. GSA R10 - Policy for Fire Watches

7.7. Security Clearances - Vendor Training

7.8. Sensitive But Unclassified Policy

7.9. Equipment List - NCMMS Information

7.10. R10 NCMMS Asset ImpExp Excel Template - Final Version

7.11. Basis of Design (BOD)

7.12. Submittal Register

7.13. JFB USCG Rescue 21 – 3rd Floor - Revisions

7.14. JFB USCG Rescue 21 – Mezz Floor – Revisions

7.15. 102600 FL - Wall and Door Protection

Note - Electrical, Mechanical, and Structural Calculations provided upon request

END OF STATEMENT OF WORK