Amendment 47PL0122R0004-A0005.pdf

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Attached to
USCIS TI Construction - AFB Federal contract opportunity
Solicitation number
47PL0122R0004
Issued by
General Services Administration Public Buildings Service Region 10

About this file

This solicitation seeks proposals for a United States Citizenship and Immigration Services Tenant Improvement project located in the Anchorage Federal Building. United States Citizenship and Immigration Services will occupy approximately 11,580 square feet on the first floor of the building.

The scope of work includes demolition and construction of new walls, doors, data, electrical, ceiling components, lighting, HVAC, and other improvements. Proposals are due no later than February 8, 2022. The procurement is set aside for HUBZone small businesses with a size standard of $39.5 million in average annual receipts. Interested vendors must request access to controlled unclassified documents stored in a GSA Google Drive and comply with security requirements.

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

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

SF30 Continuation Page

RFP 47PL0122R0004 Amendment No.: A0005

A. The purpose of this amendment is to the followings.

1) Extend the RFP Due from Friday, March 18, 2022 at 2:00 PM PDT to Friday, March 25, 2022 at 2:00 PM PDT.

2) Provide a Revised Statement of Work Rev 3.

3) Provide a complete revised Door Hardware Schedule. See 2.5 Narrative

Drawings Spec March 3, 2022 in the project Google Drive under Attachments folder.

4) Update Attachment 2.2 Spec 087100 Door Hardware and 088700 Window Films by removal of Door Hardware schedule, and the file name was changed to 2.2

Spec 088700 Window Films.

5) Provide an Attachment 2.6 Spec 078100 Applied Fireproofing 100% Spec

March 2022 in the project Google Drive under Attachments folder.

6) Remove the following documents in the project google drive attachment folder from the attachment list.

• Attachment 1.2 AFB USCIS Sheet A602 January 2022

• Attachment 2.3 Spec 096519 Resilient Tile Flooring USCIS 100% Specs

January 2022

• Attachment 2.4 Spec 096813 Carpet Tile USCIS 100% Spec January 2022

All updated information can be found in the new document 2.5 Narrative Drawing

Spec March 3, 2022.

7) Provide an updated PPI Log as of March 8, 2022. The item #52 that was received on Feb 9, 2022 which is later than PPI Cut-Off may or may not be responded. At this time, GSA will no longer accept any more questions.

B. All other terms and conditions of this RFP remain unchanged.

U.S. General Services Administration Region 10

Public Buildings Service www.gsa.gov

PROJECT IDENTIFICATION

Project Title: USCIS Tenant Improvement

Building: US Federal Building & James M. Fitzgerald USCH

Building ID #: AK0031AA

Building Location: 222 W. 7th Avenue

Anchorage, AK 99513

Statement of Work for Construction Contract

REVISION 3

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TABLE OF CONTENTS

Project Information 3

Scope of Work 4

Deliverable and Submittal Schedule 5

Applicable Standards 9

Conflicts Between Codes or Standards and GSA Requirements 9

Acceptance Criteria 11

General Requirements 12

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1. Project Information

1.1. Location of Work:

1.1.1. Building Number: AK0031AA

1.1.2. Name: US Federal Building & James M. Fitzgerald USCH

1.1.3. Address: 222 W. 7th Avenue, Anchorage, Alaska 99513

1.1.4. Area: 1st Floor - Suite 128

1.2. Background: The US Federal Building & James M. Fitzgerald Courthouse is more commonly referred to as the Anchorage Federal Building, or the AFB. This is not to be confused with the Historic Federal Building, or HFB, which is located four blocks away.

The architectural style of the AFB is considered to be “Great Society-International” and is constructed of a structural steel frame with an exterior skin comprised of concrete panels and glass, separated into six modules. There are poured concrete retaining walls along the sidewalks, concrete planters in the plaza areas which act as vehicle barriers, and the outside plaza sidewalks have heat coils under the paving stones to keep the sidewalk free of snow and ice. The building consists of six floors above grade and one below. The top floor is for mechanical and building support equipment, and the basement floor is a parking garage. There are 493 indoor parking spaces and 146 outdoor parking spaces. The AFB is predominately configured as typical office space and courtroom space. There is a law enforcement pistol shooting range at the basement level as well as two gyms and a cafeteria on the first floor. The primary mission of the building is to house federal agencies and to provide courtroom space.

1.2.1. Project Purpose:

1.1.1.1. United States Citizenship and Immigration Services (USCIS) is currently located in the Michael Building in Anchorage. This construction project will build out space in the AFB in order for the agency to relocate before the current lease expires. USCIS will occupy approximately 11,580square feet on the 1st floor of the AFB.

1.1.1.2. U.S. Citizenship and Immigration Services administers the nation’s lawful immigration system, safeguarding its integrity and promise by efficiently and fairly adjudicating requests for immigration benefits while protecting Americans, securing the homeland, and honoring their core values.

1.1.1.3. USCIS’s core values are integrity, respect, innovation, and vigilance. More information about these core values can be found at:

https://www.uscis.gov/about-us/mission-and-core-values

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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.

1.2.2.1.1. Provided drawings are considered Controlled but Unclassified (CUI) and thereby require administrative control and protection from public or other unauthorized disclosure

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 may engage with 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 requires cooperation between Construction Contractor and Moving Contractor

1.2.2.5. The USCG will be providing their own systems furniture (cubicles) but the Construction Contractor will be responsible for electrical connections to the systems furniture.

1.2.2.6. The construction in the work area can commence upon completion of a separate Government contract (GSA TI), estimated in Spring of 2022.

1.3. Period of Performance:

1.3.1. The period of performance is two hundred-ten (210) 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 and forty (240) calendar days. This assumes thirty (30) days for submittals and one hundred-eighty

(180) days for construction.

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

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(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. The acceptance of the Bonds and Insurance will set the Post Award Meeting date (see Section 6 ).

1.3.1.1.2. The commencement of background investigation documents within “ten”

(10) Days of contract award (see Section 6 ).

1.3.1.1.3. Approved project submittal log is required prior to the issuance of the NTP(notice to proceed) and as described in Section 3 , within “ten” (10) days of award.

1.3.1.1.4. Product submittals are required to be submitted within “fifteen” (15) days of contract award unless otherwise noted (see Section 3 ).

1.3.1.2. The Contracting Officer (CO) will issue a Construction NTP upon acceptance of all required documents, submittals, and approval of security clearances. No physical work onsite will be allowed without NTP.

1.3.1.2.1. Contracting Officer may issue a partial NTP for limited construction activities after award. Any such NTP letters will clearly stipulate which sections of the SOW are applicable to that particular NTP authorization.

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. This project shall be accomplished during normal AFB weekday working hours of 7:00 AM to 6:00 PM, provided no disruption to the building tenants, (excessive noises, fumes/odors, dust contamination operations etc.) occurs. All disruptive work shall be scheduled outside of weekday working hours. Contractor shall schedule this type of work outside of weekday work hours in writing at least seven (7) days in advance with the Contracting Officer’s Representative (COR).

The use of pneumatic drills or hammers will NOT be permitted during normal working hours.

1.3.2.2. The work area is adjacent to the Bureau of Land Management Public Information Center, which is open to the public during normal business hours. Contractor shall take special care and precautions in order to avoid disruption to this tenant or its customers.

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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. Note that contractor is responsible for printing a full size/set of construction drawings for their use during construction.

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

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

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

IAW with provided plans

1.1.3. There are no known hazardous materials in the area of work. See provided documents titled “AK0031ZZ Anchorage FBCH Asb & Lead Survey 1995” and “AK0031ZZ Anchorage FBCH Survey Mod D 2019”.

1.1.4. All lock cylinders must be keyed to the GSA Anchorage Federal Building Sargent master. Provide (minimum) two keys per cylinder.

1.1.5. Selected drawings and documents reference the “FSSR” which is the USCIS Facility Security Specific Requirements document. This document explains in detail the required security needs (card readers, intrusion detection, etc) required for this project.

This document was provided to the AE firm during the design phase.

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 fourteen (14) calendar days following award. The Plan may be the same 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, and inspection.

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.)

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1.1.6 Existing sprinkler pipes in the area of work are NOT seismically braced at this time. This project shall include seismic bracing all sprinkler pipes in the area of work.

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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. Construction and Demolition (C&D) Waste Management Requirements per the PBS P-100 1.7.2.2

3.1.4.1. GSA's minimum requirement is to divert 50% of C&D waste from landfills/incinerators, (See Attachments, C&D Waste Management Plan & Reporting Template).

3.1.4.2. Contractor shall document their actual waste diversion performance throughout the project.

3.1.4.3. 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 fourteen (14) 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, 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.

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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 in the Google Drive. 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 plans and specifications provided in the Google Drive. (see section 3.7 ):

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

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. Each submittal is required to be titled, 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.

3.5.1.4.2. 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 .

3.5.1.4.5. The CO/COR requires ten (10) calendar days for product submittals and ten (10) calendar days for shop drawings.

3.6. Request For Information (RFI)

3.6.1. The Contractor is required to include procedures in the QCQ Plan for RFI process. As a minimum, all RFI are required to include the following:

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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 to the COR, 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 are required to be in CAD_2019 (minimum) and PDF format.

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.

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

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

3.7.1.5.1. O&M manuals are 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.

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3.7.1.5.2. 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.

3.7.1.5.3. The Contractor is required to complete and submit the R10 NCMMS Asset ImpExp Template (see Section 7) for any equipment removed, replaced or added.

3.7.1.6. Warranty Letters

3.7.1.6.1. The Contractor is required to provide signed 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.

3.7.1.7. Attic Stock

3.7.1.7.1. One (1) box each of carpet tiles and one (1) gallon of each paint shall be provided to GSA at the completion of the project. Boxes and cans shall be CLEARLY MARKED with area/location.

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

3.7.1.8.1. The Contractor is required to provide a final ROCAL, indicating the dates that all staff have been removed from the project.

3.7.1.8.2. The Contractor is required to return all access credentials to the GSA.

4. Applicable Standards

Conflicts Between Codes or Standards and GSA Requirements To ensure flexibility, GSA’s policy is to make maximum use of equivalency clauses in all codes and standards. If a conflict exists between GSA requirements and the GSA-adopted codes or standards, the GSA requirements take precedence. All such conflicts must be brought to the attention of the GSA project manager as appropriate for resolution.

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

4.1.1. PBS P-100

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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. Job site standards incorporated into the work (refer to 5.2.1.2.5 )

4.1.6. Region 10 Policy for Fire Life Safety (FLS)

4.1.7. International Building Code (IBC)

4.1.8. National Electrical Code (NEC)

4.1.9. National Fire Protection Association (NFPA)

4.1.10. Painting and Decorating Contractors of America (PDCA)

4.1.11. Carpet and Rug Institute (CRI) (see CRI-104 & CRI-106)

4.1.12. Architectural Barriers Act Accessibility Standard (ABAAS)

4.1.13. Building Specific Design Standards - see provided attachment

5. Acceptance Criteria

5.1. The Contractor is required to prepare and submit to the COR a Construction Quality Control Plan (CQC) for review, modification and/or acceptance (refer to Section 3.4 )

5.2. Visual inspections

5.2.1. 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).

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

5.2.1.2. 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

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● 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.

5.2.1.2.1. 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.

5.2.1.2.2. 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.

5.2.1.2.3. 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.

5.3. Testing And Balancing (TAB) Report

5.3.1. Provide both a pre and post TAB report as part of the submittal process.

5.4. Refer to provided Specifications for other required submittals.

6. General Requirements

6.1. Post Award Meeting

6.1.1. The contractor and teams are required to attend the Post Award Meeting. The CO/COR will host an administrative Post Award meeting within fourteen (14) 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:

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6.1.1.1. Confirm all preliminary documentation and badging is in process

6.1.1.2. Clarify outstanding questions

6.1.1.3. Review security and safety issues

6.1.1.4. Review the Initial RO List and identify POC 1

6.1.1.5. Schedule, phasing, integration, and coordination

6.1.1.6. Schedule site visits and additional discussions

6.1.1.7. Site conditions and rules

6.1.1.8. Submittals (see Section 3 )

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 NLT “two” (2) calendar days prior to meeting. This meeting will discuss all expectations of each stakeholder associated with this contract.

6.2.1.2. Meeting Minutes - will be captured by CO/COR and distributed to stakeholders NLT one business day 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.

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.

AFB USCIS Tenant Improvement SOW REV 1

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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. Meeting minutes shall be dispersed by the contractor NLT two (2) calendar days after the meeting.

6.4. Building Requirements

6.4.1. The building will be occupied by federal staff and 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.

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

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. The AFB loading dock currently still has only one operating door, therefore, the contractor may experience delays when delivering materials

6.4.1.6. Parking for contractors is not available in the Federal Building parking lot.

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.

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

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

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6.5.1.3. Contractor will not be permitted to stage a dumpster in the Anchorage Federal Building for this work.

6.6. Utilities

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

6.6.2. If any system, service, utilities, equipment, or cabling are damaged due to installation construction the Contractor shall repair damage at no cost to the Government.

6.6.3. In the event any operational system or utility (e.g. fire, IDS, HVAC) is required to be disabled or turned off, forty-eight (48) hour notice shall be required and approved by the GSA Building Manager, GSA Opearations Manager, and the COR prior to deactivation. All approvals shall be received in writing prior to deactivation.

6.6.3.1. The Contractor, prior to departing for the day, shall ensure all system(s) previously disabled or turned off are functioning properly. A basic functional test shall be required to determine proper functionality of the system(s) and should be reported to the FPS PM.

6.6.3.2. In the event a system is non-functional once enabled or turned on, it shall be the responsibility of the Contractor, at no additional cost to the Government, to restore the system(s) prior to departure from the site.

6.6.3.3. If the Contractor fails to restore all system(s) before departing, they shall be liable for all costs incurred by the Government to restore system(s) functionality.

6.6.3.4. If the Contractor is unable to restore the system the COR shall be notified.

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:

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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, supplies, tools, or equipment on the site, including materials in which salvage value may have been reflected in their 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.

6.11. 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 Section 7, Vendor Security Training).

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https://www.gsa.gov/cdnstatic/PBS_1096.1_The_PBS_Key_Sustainable_Products_Initiative_%28Signed_on_12-18-2014%29_%28Slightly_revised_on_1-29-2015%29.pdf https://www.gsa.gov/cdnstatic/PBS_1096.1_The_PBS_Key_Sustainable_Products_Initiative_%28Signed_on_12-18-2014%29_%28Slightly_revised_on_1-29-2015%29.pdf https://www.gsa.gov/directives-library/indoor-air-quality-management-10008-pbs HeatherDMarshburn Strikeout

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AFB USCIS Tenant Improvement SOW REV 1

7. Attachments - provided in the Google Drive

7.1. AFB USCIS 100% Drawings

7.2. AFB USCIS 100% Specs

7.3. AK0031ZZ Anchorage FBCH Survey Mod D 2019.

7.4. AK0031ZZ Anchorage FBCH Asb & Lead Survey 1995

7.5. GSA Region 10 - Fire Alarm Design, Installation and Testing Policy

7.6. GSA Region 10 - Policy for Fire Watches for Fire Suppression Related Projects

7.7. GSA Region 10 - Fire Watch Log

7.8. C&D Waste Mgmt Plan & Reporting Template

7.9. Security Clearance Vendor Training

7.9a. GSA Vendor Fitness Determination

7.10. Submittal Transmittal Form

7.11. Controlled Unclassified Information (CUI) 3490.3

7.12. AFB Standards

7.13. R10 NCMMS Asset Imp/Exp Template

7.14. FSSR - USCIS Facility Security Specific Requirements

END OF STATEMENT OF WORK

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Amend No. Item

Date Submitted

Question Type

(Technical or Admin)

Question Response Date Response Responded

By

EXAMPLE 0 11/23/2020 Technical Please provide drawings or plans for ??? 11/23/2020 GSA Response GSA POC

A0001 1 1/14/2022 Technical

Where will the unloading, stocking and access provided to the construction area? 01/18/2022

There is a loading dock on the 1st floor that the contractor can access for active loading and unloading only. The remainder of the project will have to be staged in the project area.

GSA PM

A0001 2 1/14/2022 Technical

Where will parking and laydown area for contractors be provided?

1/18/2022

As per section 6.4.1.6 in the Statement of Work, parking is not available for contractors at the AFB.

There are several "pay to park" parking lots within a few blocks of the AFB. Contractors will not be provided any lay down area, other than the project area itself.

GSA PM

A0001 3 1/14/2022 Technical Is there an area that will be provided for a dumpster? 1/18/2022 This answer is addressed in section 6.5.1.3 of the Statement of Work GSA PM

A0001 4 1/14/2022 Technical

The selections in the "Style/Pattern" column for flooring are incomplete DWG A601, they are not style selections. Please provide styles 1/18/2022

The Government has not made final finish choices yet for this project. They will be provide upon award, or shortly thereafter. For the purposes of this solicitation, refer to Specs SECTION 099123 - INTERIOR

PAINTING.

GSA PM

A0001 5 1/14/2022 Technical

The selections in the Color column for flooring are TBD DWG A601, However Color 1, 2, & 3 are called out in DWG A105. Please advise on color to use. 1/18/2022

The Government has not made final finish choices yet for this project. They will be provided upon award, or shortly thereafter. For the purposes of this solicitation, refer to Specs SECTION 099123 - INTERIOR

PAINTING.

GSA PM

A0002 6 1/14/2022 Technical The heights of the existing structure / deck are not listed, please provide the height. 1/27/2022 Refer to #5. GSA CO /

AE Firm

A0001 7 1/14/2022 Technical

The general information AFB standards page lists a different type of ACT from specification 09 51 00. The 3164 is a 2x5 tile, which is correct? 1/18/2022

The Government assumes the contractor is referencing Spec 09 51 13. The correct tile should be the 3151, which is a 2'x4' tile. The spec has been updated and has been provided in the contract file, and is labeled "2.1 AFB USCIS 100% SPECS November 021 Rev 1".

GSA PM

A0002 8 1/14/2022 Technical

On S5.01 Metal framing note below note 10 indicates structural bearing walls to be 6”. No structural load bearing walls are indicated in the documents. Please clarify which walls are considered bearing wall and fall under this requirement. 05 40 00-1.2 indicates walls are non load bearing wall framing. Specification 09 22 16 is non structural framing.

1/27/2022

No structural load bearing walls are present. Disregard note.

GSA CO /

AE Firm

A0002 9 1/14/2022 Technical

Please clarify framing stud types and sizes provided on S501. Structure height is expected to be above the 10 ft max wall height indicated on schedule for full height walls.

1/27/2022

Disregard the 10‐ft maximum wall height for the 6‐ inch stud depth. 6‐inch stud depth can be installed to a height of 17’‐8” for stud spacing at 16‐inches and a height of 14’‐5” for stud spacing of 24‐inches.

GSA CO /

AE Firm

A0002 10 1/14/2022 Technical

Need the hardware schedule to include manufactures model numbers along with finishes. It also states to match existing, can the owner please provide this information? 1/27/2022

BHMA numbers are given as well as certain manufacturer numbers or its approved equal.

Finishes are given in the specifications. Existing finishes references the finishes in the areas outside of the Tenant Improvements, i.e., the door hardware in the AFB common areas leading the USCIS area.

GSA CO /

AE Firm

A0001 11 1/14/2022 Technical Please provide the wood veneer specifications or finish 1/18/2022 For which item is the contractor referring to? Please provide a Sheet and/or Spec number. GSA PM

A0001 12 1/14/2022 Admin Is there a separate page limit for schedule, resume, and the org chart that is included in the 15 page limit for Factor 1?

1/18/2022 No. There is no separate page limit for each item in Factor 1. As stated in the Solicitation, total page limitation for factor 1 is 15 pages.

CS

A0001 13 1/14/2022 Admin Is 11x17 page size allowed for schedule? If allowed, would it be counted as one or two pages toward the page limit?

1/18/2022 Yes it is acceptable and will be counted as one page.

CS

A0001 14 1/14/2022 Admin

Volume 2 states not to exceed 40 pages. Factors 1 through 3 combined are a total of 36 pages. Please advise what the remaining 4 pages are for, considering Table of Contents and tabs are excluded from page count.

1/18/2022

As stated in the Solicitation, Technical proposals are limited to 40 Pages. The Table of Contents and tabbed dividers shall not be counted as part of the page total.

One or two factors may exceed the page limit by 2 more pages. However total page limit for technical proposals are 40 pages.

CS

A0001 15 1/14/2022 Admin

Solicitation page 10 of 25 states that the minimum font size is 10 point. However, Factors 1 through 3 indicate 11 point size. Please clarify which font size is acceptable for the technical proposal.

1/18/2022

Minimum font size of 10 point is acceptable for technical proposals. CS

A0001 16 1/14/2022 Admin

Does the Government wish to receive List of Abbreviations and Acronyms as a separate file or a part of either Volume 1 or Volume 2 or both? If part of Volume 2, would it be counted toward the page limits?

1/18/2022

If you provide a separate list of abbreviations and acronyms as a part of volume 2, those pages will not be counted as part of the page total. CS

A0001 17 1/14/2022 Admin

Page 9 of Solicitation requires a List of Projects as part of Factor 2. Factor 2 page limit is 6 pages. Should contractors include List of Projects on a separate page and, if so, could the Government please increase page limitation for Factor 2 accordingly?

1/18/2022

LIst of projects can be listed in the Narrative. It doesn't require a separate page.

CS

A0001 18 1/14/2022 Admin

Are contractors allowed to submit the existing CPARs/PPQs in lieu of Exhibit 3?

1/19/2022

Contractors must prepare technical proposals in accordance with the terms of the solicitation.

Reference page 9 of the Solicitation, VOLUME 2 Tab 3: Factor 3, completed past performance questionnaire is required.

GSA CO

A0001 19 1/14/2022 Admin

Page 3 of Solicitation lists the following clause as applicable: "FAR 52.219-18 Notice of Competition Limited to 8(a) Eligible Participants." However, page 4 indicates that this solicitation is set-aside for HUBZone Small Businesses. Please clarify.

1/19/2022

This solicitation is for HUBZone Small Business Set- Aside. The FAR 52.219-18 Notice of Competition Limited to 8(a) Eligible Participants listed in the page 3, table of contents must be disregarded.

CS/CO

A0001 20 1/14/2022 Admin

Since the contract is to be awarded as FFP (reference FAR 52.216-1 page 17 para IV.C ), please advise if FAR 52.215-16 referenced in para IV.I. on page 20 is applicable.

1/19/2022

FAR 52.215-16 is not applicable to this requirement and is redlined from the Solicitation. GSA CO

A0001 21 1/14/2022 Admin We respectfully request to add 52.249-10 Default (Fixed-Price Construction) Ref FAR 49.504(c)(1). 1/18/2021

The FAR clause 52.249-10 is already in the agreement page 31, and it will be incorporated into the contract by reference.

CS

A0001 22 1/18/2022 Admin

For Pre-proposal inquiries, the cut-off date is listed in the document “2 Solicitation 47PL0122R0004” as being Tuesday, January 21 2022 at 2:00pm PST. I show January 21 as a Friday. Was it intended to be 1/21/2022 or 1/25/2022?

1/18/2022

The PPI cut off is Friday, January 21, 2022 at 2:00 PM

PST

CS

A0002 23 1/18/2022 Technical

What is the height above finished floor to the existing structure/deck?

1/27/2022

Finished heights will vary. Slab to slab height is 14’ per 2/3/76 5 Amend #1‐4 drawing 2 of Category 7.3.

Per updated Drawing 5, Category 7.2, 2/10/77, Note 4, a 6” slab depth is assumed.

GSA CO /

AE Firm

A0002 24 1/20/2022 Technical

Where is Division 078100-Applied Fireproofing applicable to this project?

1/27/2022

This is in the documents. Applied fireproofing is required where existing is disturbed, damaged, or destroyed as a result of construction efforts. The Contractor is responsible for restoring the fireproofing to the required fire resistance rating in an approved manner. Sheets FA100 and FP100 address this requirement specifically.

However, other trades (electrical, mechanical, telecom) are affected. By observation (and must be field verified), existing primary steel members are fireproofed, see photo below from our initial site investigation. It is Veltre’s understanding the old UBC only required primary steel to be protected and there were a few exceptions for omitting protection on secondary members that must have been applied here. It is believed that the underside of the walkerducts were also protected.

GSA CO /

AE Firm

A0002 25 1/20/2022 Technical

Spec Section 271100, Para 2.1 says:

Refer to USCIS Cable Deliverables Appendix for exact part numbers and quantities.

Please provide the Appendix or direction where to find it in the RFP documents. 1/25/2022

This information can be found in the "Structured Cable Plant Standard, Attachment D" found on page 585 of the specifications PDF. This entire document begins immediately after Section 26 5100.

GSA PM

A0002 26 1/21/2022 Technical We respectfully request to provide Division 1 Specifications. It appears they were grayed out and not provided in the specification documents.

1/24/2022 Division 1 Specs are not provided. All Division 1 requirements are referenced in the Statement of Work GSA PM

A0002 27 1/21/2022 Technical Door C looks like an aluminum storefront door. Please verify if all frames need to be HM or if some of the frames should be aluminum storefront?

1/27/2022 See Provided document titled 2.2 Spec 087100 Door Hardware and 088700 Window Films. GSA PM

A0002 28 1/21/2022 Admin

Due to longer than expected lead times for Buy American Act (BAA) equipment, could this requirement be waived for this proposal? As it stands right now, the quoted lead times exceed the allowed POP. 1/24/2022

There will be no waiver for Buy American Act. Any long lead items must be annotated as such with supporting documentation that alternate sources are unavailable. Supporting documentation should include manufacturer letterhead. Supporting documentation for material shortages and long lead items must be labeled as such and will not be included in the proposal page count.

GSA CS/CO

A0002 29 1/21/2022 Technical

Can seismic upgrade pricing be excluded from the proposal for the fire sprinklers, and contractors are to price the cost of a survey only? If seismic upgrades are necessary, a complete survey of the existing sprinkler system will need to be completed after award.

1/24/2022

Existing sprinkler pipes in the area of work are NOT seismically braced at this time. This project shall include seismic bracing all sprinkler pipes in the area of work.

GSA PM

A0002 30 1/21/2022 Technical

Per solicitation requirements, contractors are to use flexible sprinkler drops and new quick response sprinklers. The existing sprinklers are Standard Response throughout the building. Please clarify if QR or SR should be used.

1/25/2022

Per NFPA 13:

a. If the existing fire sprinkler meets code based on its current placement and SOW: no modification or replacement to a QR type will be required.

b. If the existing fire sprinkler needs to be modified/relocated/replaced: fire sprinkler matching the existing must be used. If the existing fire sprinkler can not be matched, a fire sprinkler matching the characteristics of the existing and applicable fire codes must be used.

c. If a new fire sprinkler needs to be added: fire sprinkler matching the existing must be used. If the existing fire sprinkler can not be matched, a fire sprinkler matching the characteristics of the existing and applicable fire codes must be used.

GSA

PM/GSA

SME

A0002 31 1/21/2022 Technical Section 088700 Window Films is shown as an item of work. There are no Specifications for Window films.

Please provide.

1/27/2022 Specifications for glass film has been included. GSA CO/AE

Firm

A0002 32 1/24/2022 Technical

Sow, Para 5.1 says to install 1 each APC PDU #AP7582 and continues to say "per USCIS Rack elevations below".

Sow Para 8 Rack Elevations page 10 shows 3 each 1RU that says PDU and then 3 each 2RU units that say

AP7583

Need to ask how many PDU's are required AND what is the correct P/N

1/26/2022

Contractor shall use part numbers and quantities as shown in the elevations, section 8.

GSA/USCIS

A0002 33 1/24/2022 Technical

On the CAT3 tie cable, coax cables and Fiber cables they are spec'ing CMR cable. This is NOT allowed and is a lot cheaper than the required Plenum cable (CMP).

As an RCDD I cannot knowingly bid the CMR cables that I know are not allowed.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .