Solicitation N6449820R5000.pdf

SEE ADDENDUM

(No Collect Calls)

N6449820R5000 23-Apr-2020

b. TELEPHONE NUMBER

445-444-5320

8. OFFER DUE DATE/LOCAL TIME

05:00 PM 22 May 2020

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

N644989. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

DILLON M LUCAS

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

NAVAL SURFACE WARFARE CENTER PHILA

CODE 0223, DILLON LUCAS

215-897-2043, DILLON.M.LUCAS@NAVY.MIL

5001 SOUTH BROAD STREET, BUILDING 4

PHILADELPHIA PA 19112

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE N64498 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

NAVAL SURFACE WARFARE CENTER PHILA

MARK LAGATTA

NSWC PHILADELPHIA DIVISION

1601 LANGLEY AVENUE

BLDG 542

PHILADELPHIA PA 19112

TEL: 215-897-8321 FAX:

FAX:

TEL: 215-897-2043 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$30,000,000

NAICS:

531120

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF116

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

N6449820R5000

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lot Deliver, Install, Set-Up 1st Story

FFP

All work shall be completed IAW Section C, SOW and Section H, Lease. This CLIN includes all work associated with the delivery, installation, set-up, and all else necessary to provide final delivery and acceptance of a 1 story, temporary facility.

Payment for this CLIN will be made upon final delivery and acceptance, as defined in Section C.

FOB: Destination

PSC CD: X1AZ

NET AMT

0002 1 Lot OPTION Deliver, Install, Set-Up 2nd Story

FFP

All work shall be completed IAW Section C, SOW and Section H, Lease. This CLIN includes all work associated with the delivery, installation, set-up, and all else necessary to provide final delivery and acceptance of the 2nd story of the temporary facility, at the same time as CLIN 0001. This OPTIONAL CLIN may only be exercised at the time of contract award.

If this CLIN is exercised, payment for this CLIN will be made upon final delivery and acceptance, as defined in Section C.

0003 12 Months Lease Year 1

FFP

All lease terms shall be IAW Section C, SOW, and Section H of this contract. This CLIN includes lease months 1-12 after substantial completion.

0004 12 Months OPTION Lease Year 1, 2nd Story Supplement

FFP

All lease terms shall be IAW Section C, SOW, and Section H of this contract. This CLIN includes lease months 1-12 after substantial completion. This CLIN includes the lease price associated with the 2nd story of the temporary facility. If optional CLIN 0002 is exercised, the Government is obligated to exercise this optional

CLIN.

0005 12 Months OPTION Lease Year 2

FFP

All lease terms shall be IAW Section C, SOW, and Section H of this contract. This includes lease months 13-24 after substantial completion.

0006 12 Months OPTION Lease Year 2, 2nd Story Supplement

FFP

All lease terms shall be IAW Section C, SOW, and Section H of this contract. This CLIN includes lease months 13-24 after substantial completion. This CLIN includes the lease price associated with the 2nd story of the temporary facility. If optional CLIN 0005 is exercised, the Government is obligated to exercise this optional CLIN.

0007 12 Months OPTION Lease Year 3

FFP

All lease terms shall be IAW Section C, SOW, and Section H of this contract. This CLIN includes lease months 25-36 after substantial completion.

0008 12 Months OPTION Lease Year 3 2nd Story Supplement

FFP

All lease terms shall be IAW Section C, SOW, and Section H of this contract. This CLIN includes lease months 25-36 after substantial completion.

This CLIN includes the lease price associated with the 2nd story of the temporary facility. If optional CLIN 0007 is exercised, the Government is obligated to exercise this optional CLIN.

0009 1 Lot OPTION Removal 1 Story Facility

FFP

This CLIN includes the dismantling and removal of the 1st story of the temporary facility. All work shall be completed IAW Section C, SOW.

The Government is obligated to exercise this optional CLIN upon expiration of the lease term. The Government may exercise this optional CLIN prior to the expiration of the lease term.

0010 1 Lot OPTION Removal 2nd Floor Supplement

FFP

This CLIN includes the dismantling and removal of the 2nd story of the temporary facility. All work shall be completed IAW Section C, SOW.

If optional CLIN 0002 is exercised and CLIN 0009, the Government is obligated to exercise this optional CLIN.

The Government may exercise this optional CLIN prior to the expiration of the lease term.

Section C - Descriptions and Specifications

BUILDING 662 Temporary Modular Facility

STATEMENT OF WORK (SOW)

SECTION 1: GENERAL

1.1 GENERAL DESCRIPTION: This Statement of Work (SOW) defines requirements for supplying, assembling, leasing, and removing a temporary 1-story, with a second optional story, temporary modular facility. Work includes site preparation for proper facility support and making utility connections to provide a complete and useable temporary facility at the location west of Building 29. Additionally, the facility shall, as awarded, be leased for a period of one (1) year, with two (2), one (1) year option periods.

1.2 SITE LOCATION AND DESCRIPTION: The work site is on U.S. Navy property located at the Philadelphia Naval Business Center (PNBC), west of Naval Surface Warfare Center Philadelphia Division (NSWCPD) Building 29, on an irregularly shaped footprint having area of 10,535 square feet (SF) with dimensions of 40-feet by 119-feet and 55-feet by 105-feet, as shown in Figure 1: Available Work Site . For site-location reference, Building 29 has a street address of 4700 South Broad Street, Philadelphia, PA 19112.

The ground surface within the 10,535-SF work site is generally level and covered with pavement. A portion of the proposed footprint once contained buildings that have since been demolished; remnants of the floor slabs of these former buildings exist and can be seen at the ground surface. Figure 2 provides an aerial photographic view of the site’s existing conditions.

1.3 TIME OF COMPLETION: The facility must be substantially completed by 30 September 2020.

Substantially complete means that all modular units are set in final place and weather tight, the common and other areas of the building, and all other things necessary for the Government’s access to the premises and occupancy, possession, use and enjoyment thereof, as provided in the lease in Section H, have been completed or obtained, excepting only such minor matters as do not interfere with or materially diminish such access, occupancy, possession, use or enjoyment i.e. minor punch list type items. Final delivery and acceptance by the Government must take place no later than 30 October 2020. Final acceptance includes cleanup, final inspection of the temporary facility, and submittal of any contract required documentation or reports. The Government’s designated Project Manager, Inspector, or Quality Assurance Representative shall be responsible for making the determination, in writing, of substantial completion and final delivery and acceptance.

1.4 GOVERNMENT TECHNICAL POINT OF CONTACT (TPOC): The Government’s Quality and

Performance Assurance Representative, Mr. Zachary Koleszar is the NSWCPD TPOC. The TPOC is a technical representative of the NSWCPD, Code 02, Contracts Department, and provides technical and administrative assistance to NSWCPD Code 02 related to the subject contract and work. All scheduling and coordination will be through the NSWCPD TPOC.

1.5 SITE VISIT AND FIELD VERIFICATION: The Contractor must field verify all existing site conditions, dimensions and tasks prior to the start of work. The Contractor must notify in writing the Government Technical Point of Contact of differences in site conditions as depicted in the SOW’s narrative, figures and attachments versus the Contractor’s field verifications within five days of the Contractor’s site visit.

1.6 EQUIPMENT AND UTILITIES:

1.6.1 Provided Equipment:

1.6.1.1 Government will provide both IT-data-network cable from Building 29 and telecommunication cable (copper pairs) from a telephone manhole (TMH) in Intrepid Avenue to the temporary modular facility. Contractor shall provide and seal penetrations in the temporary modular facility’s Network Room to land the IT-data-network and telecommunication cables.

1.6.1.2 Government will provide interior IT-data-network and telecommunications equipment and cabling.

1.6.1.3 Government will provide all office furniture, collaboration-space furniture, and open-office-space workstations and furniture. The Government reserves the right to install furniture, in part or whole, after Substantial Completion.

1.6.2 Utilities

1.6.2.1 Contractor shall connect electricity, potable water, and sanitary sewer to the temporary modular facility from Government-provided connection points specified in Section 2.3 below.

1.7 EXECUTION OF WORK: The Contractor’s and subcontractor(s’) work must be performed during normal duty hours from 0700 to 1900, Monday through Friday. Any work requiring shutdown or temporary disruption of electrical, mechanical, security, and fire-protection systems may be performed outside normal duty hours, subject to 48 hour advanced notice approval from the NSWCPD TPOC. Off-hour work must be approved and coordinated with the NSWCPD TPOC. Unless otherwise approved, all electrical, mechanical, conveyance, security and fire-protections systems must be fully operational during normal duty hours, weekends, and Government holidays.

1.8 INSPECTION OF WORK: Government inspections and tests are for the sole benefit of the Government and do not relieve the Contractor of responsibility of providing adequate Quality Control measures and do not constitute or imply acceptance.

1.9 CLEAN-UP OF SITE: Maintain a safe and clean work site by removing all scrap materials, waste and debris from work site on a daily basis. Contractors are not permitted to use Government dumpsters or other Contractor dumpsters for disposal of debris. Do not use building restrooms occupied by NSWCPD personnel for cleaning of equipment. Provide and maintain temporary, suitable sanitary facilities for use by contractor and subcontractor employees.

1.10 HOT WORK: A hot-work permit is required for all hot work. Hot-work permits may be obtained through the Government Fire Inspector with 48-hours prior notice. Hot work in electrical or mechanical room space will require a gas-free test prior to the Government Fire Inspector granting approval. In accordance with the Government Fire Inspector’s requirements, the Contractor must perform this test daily. The Government Fire Inspector shall approve the gas-free instrument used. Fire extinguishers must be provided by the Contractor at ALL locations where cutting is performed.

1.11 SUPERVISION AND CONTRACTOR PERSONNEL: The Contractor must have at least one qualified supervisor, i.e., Project Superintendent, capable of reading, writing, and conversing fluently in the English language on the work site full-time during all working hours. The Contractor must provide personnel and subcontractors meeting the minimum requirements or qualifications stated in Section 2 Detailed Description of Work, below. A minimum of two Contractor personnel are required to perform the functions of Project Superintendent, Site Safety and Health Officer (SSHO), and Contractor Quality Control System Manager (CQCSM), the latter two personnel responsibilities are described in Subsections 1.11.1 and 1.11.2 below:

1.11.1 Site Safety and Health Officer (SSHO): The contractor must provide a Safety oversight team that includes a minimum of one (1) Competent Person for each work site to function as the Site Safety and Health Officer (SSHO). The SSHO must visit each work site daily, unless specified differently in the contract, to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The SSHO’s training, experience, and qualifications must meet U.S. Army Corps of Engineers Manual No. EM 385-1-1, Safety and Health

Requirements, paragraph 01.A.17 and all associated sub-paragraphs. The SSHO may serve as the Project Superintendent on this project.

1.11.2 Contractor Quality Control System Manager (CQCSM): Provide a CQCSM for the work site to manage and implement the Contractor Quality Control (CQC) program and Section

1.13.3 below. The CQCSM will be responsible for overall management of the Contractor Quality Control program and has the authority to act and give direction in all CQC matters for the Contractor.

The CQCSM must have been regularly engaged in projects of similar type, size, and complexity.

The CQCSM must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification, safety compliance, and sustainability. The CQCSM may serve as the SSHO on this project; however, the CQCSM cannot perform the duties of Project Superintendent.

The CQCSM does not report to the Project Superintendent/Manager and cannot be the same person as the Project Superintendent/Manager.

1.12 SUBMITTALS: The Contractor must submit the pre-production submittals of Section 1.13 below within ten (10) calendar days after award. The Contracting Officer or NSWCPD TPOC may request submittals in addition to those specified when deemed necessary to describe adequately the work covered in the respective sections. Each submittal is to be legible, well-organized, complete, and in sufficient detail to allow ready determination of compliance with contract requirements. Government approval is required for submittals with a "G" designation. Submittals not having a "G" designation are for information only “FIO.”

1.12.1 Submittal Procedures: Both “G” and “FIO” submittals must be transmitted to NSWCPD using acceptable Government Submittal/Transmittal forms. Provide submittals in electronic format, with the exception of material samples. Compile the submittal in a complete, comprehensive document as a single electronic file to include the Transmittal Form. Name and number the electronic submittal file according to its contents. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer or NSWCPD TPOC. Provide hard copies of submittals when requested by the Contracting Officer or NSWCPD TPOC. Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

1.13 PRE-PRODUCTION SUBMITTALS

1.13.1 Project Schedule – G: Prior to the start of work, the Contractor shall prepare and submit for approval a schedule to the NSWCPD TPOC. The schedule must, at a minimum, show work activities, submittals, material/equipment delivery, utility outages, on-site assembly, testing, and closeout activities. The schedule must be time scaled and generated using scheduling software. The schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work.

1.13.2 Accident Prevention Plan (APP) – G: The Contractor must submit a site-specific APP to the NSWCPD TPOC. The site-specific APP must outline the job-specific hazards associated with the Statement of Work and reflect the Contractor’s overall safety and health program. At a minimum, the plan must meet the requirements of the abbreviated Accident Prevention Plan identified in EM-385-1-1, Appendix A.

1.13.3 Quality Control (QC) Plan – G: The Contractor must submit a QC plan to the NSWCPD TPOC. The plan must identify the Contractor’s system for the control of quality and workmanship that ensures the work meets the requirements for all aspects of the work. At a minimum, the plan must include the following content to cover all factory and field operations, including work by subcontractors, fabricators, suppliers, and purchasing agents:

1.13.3.1 Description of the quality control organization, including a chart showing lines of authority and acknowledgment that the Contractor Quality Control (CQC) staff will implement a control system for all aspects of the work specified. Include a Contractor Quality Control System Manager (CQCSM) that reports directly to the corporate home office of the prime contractor and who must not be subordinated to the project superintendent or project manager.

1.13.3.2 The name, qualifications, duties, responsibilities, and authorities of each person assigned a CQC function. Include a description of the roles and level of responsibility worked by the CQCSM.

1.13.3.3 A copy of the letter to the CQC System Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work which is not in compliance with the Contract. Letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities will be issued by the CQC System Manager.

1.13.3.4 Procedures for tracking work deficiencies from identification through acceptable corrective action. Establish verification procedures that identified deficiencies have been corrected.

1.13.3.5 Reporting procedures, including proposed reporting formats.

1.13.3.6 A list of the definable features of work (DFOW). A definable feature of work is a task that is separate and distinct from other tasks, has separate control requirements, and is identified by different trades or disciplines, or it is work by the same trade in a different environment.

1.13.4 List of Proposed Subcontractors – FIO: Provide the NSWCPD TPOC a list of all proposed subcontractors including address, telephone number, point of personal contact, qualifications and certifications for the completion of project tasks stated in Section 2, Detailed Description of Work, below.

1.13.5 List of Proposed Products – FIO: Provide the NSWCPD TPOC a list of proposed products, cut sheets, lead times, and applicable Safety Data Sheets for all Contractor furnished materials to be used in the performance of this work. Note that this overall list of proposed products is FIO; however, some individual items on this list are for Government approval (“G”) as specified in Section 2 below.

1.13.6 Pre-Production Drawings – G: Submit pre-production drawings to the NSWCPD TPOC prior to factory fabrication of the temporary modular units that show at a minimum the following information:

1.13.6.1 Orientation and dimensions of the modular units within the work site’s footprint;

1.13.6.2 Interior space layout and dimensions including locations and dimensions of structural supports, columns and framing, partition walls, and aisle ways;

1.13.6.3 Furniture and workstation layout and dimensions;

1.13.6.4 Multiple elevation views showing roof lines, exterior architectural textures and treatments, exterior material colors, and windows; and

1.13.6.5 Temporary foundation details and dimensions.

The pre-production drawings must demonstrate knowledge and compliance with this SOW’s requirements and with typical facility systems and requirements such ingress, egress, electrical lighting, reflective ceiling, heating ventilation and air condition (HVAC), low-to-medium voltage electrical power distribution, and fire alarm, protection, and suppression.

1.14 ADDITIONAL SUBMITTALS: Contractor must make other submittals as required in Sections 2 and 3 of this Statement of Work, in addition to the pre-production submittals of Section 1.13 above. In general, the additional submittals of Section 2 are material samples, material information or cuts sheets, safety data sheets (SDS), operation and maintenance (O&M) manuals, contractor qualifications, etc. All submittals other than pre-production submittals must be submitted by the Contractor a minimum of fourteen (14) calendar days before the start of the particular task or definable feature of work with which the submittal is associated.

1.15 HAZARDOUS MATERIAL: The Contractor is responsible for the handling, storage, removal and disposal of hazardous material. Hazardous material waste must be collected, stored and disposed of in accordance with Navy, Federal, State and local requirements.

1.16 ELECTRICAL SAFETY: Comply with Electrical Safety procedures in accordance with 29 CFR 1926. For additional information, refer to Chapter 12, of NAVSSESINST 5100.14G.

1.17 LOCK-OUT, TAG-OUT: Comply with NSWCPD Lock-out/Tag-out procedures in accordance with

Chapter 11 of NAVSSESINST 5100.14G and 29 CFR 1926. Only authorized NSWCPD personnel must perform the Lock-Out and Tag-Out of Electrical, Mechanical, Piping, Machinery or Equipment.

1.18 ACCESS AND GENERAL PROTECTION/SECURITY POLICY: Contractor and Subcontractor employees must be U.S. citizens and able to provide satisfactory proof of U.S. citizenship. Dual-U.S.-citizenship is not acceptable. Contractor or Subcontractor employees working inside NSWCPD buildings must submit paperwork and obtain a Contractor’s ID badge. Refer to Section 3.7, Installation Access, Security, and Contractor Badges and Identification, for detailed information and procedure regarding installation access, security, and contractor badges and identification.

1.19 REFERENCES: The publications listed below form a part of this Statement of Work and are incorporated by reference. Provision and installation of the materials and components comprising this Statement of Work must be in compliance with applicable or relevant and appropriate requirements, including the following industry standards and regulations:

1.19.1 American National Standards Institute (ANSI), latest revision.

1.19.2 National Fire Protection Association (NFPA), latest revision.

1.19.3 National Electrical Code (NEC), also known as NFPA 70.

1.19.4 Electricians must be certified to perform connections, splices, and terminations. Provide copy of electrician’s verifiable credentials to the NSWCPD TPOC. Verifiable credentials consist of state, national, and local certifications or licenses that a Master or Journeyman Electrician would hold, depending on the work being performed. Following the first electrical installation of each type, the Government may review the work for acceptability of method and quality prior to proceeding with remaining similar electrical work.

1.19.5 National Electrical Manufacturers Association (NEMA), latest revision.

1.19.6 Underwriters Laboratories (UL), latest revision.

1.19.7 Society for Protective Coatings (SSPC), latest revision.

1.19.8 American Society for Testing Materials (ASTM), latest revision.

1.19.9 American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE), latest revision.

1.19.10 Sheet Metal and Air Conditioning Contractors’ National Association (SMACNA), latest revision.

1.19.11 Window and Door Manufacturers Association (WDMA), latest revision.

1.19.12 Builders Hardware Manufacturers Association (BHMA), latest revision.

1.19.13 International Building Code (IBC), except as modified by Unified Facilities Criteria (UFC) 1-200-01, DoD Building Code, latest revisions.

1.19.14 International Plumbing Code (IPC), latest revision.

1.19.15 ASTM C991-15, Standard Specification For Flexible Fibrous Glass Insulation For Metal Building.

1.19.16 AFPA - WCD 1, Details for Conventional Wood Frame Construction.

1.19.17 UFC 1-201-01 Non-Permanent DOD Facilities in Support of Military Operations, latest revision.

1.19.18 UFC 3-575-01 Lightning and Static Electricity Protection Systems, latest revision.

1.19.19 UFC 1-200-01 DoD Building Code, latest revision.

1.19.20 UFC 1-200-01 Section 3-1.2, Nursing Mothers in Federal Employment, latest revision

1.19.21 UFC 1-201-01 Non-Permanent DoD Faculties in Support of Military Operations, latest revision.

1.19.22 UFC 3-101-01 Architecture, latest revision.

1.19.23 UFC 3-301-01 Structural Engineering, latest revision.

1.19.24 UFC 3-520-01 Interior Electrical Systems, latest revision.

1.20 LIST OF FIGURES AND ATTACHMENTS: This SOW’s narrative is accompanied by figures and attachments to help illustrate the work’s requirements.

1.20.1 Figures – The following figures are embedded in SOW Section 5 below:

Figure 1 - Available Work Site;

Figure 2 - Work Site Satellite View;

Figure 3 - Suggested Floorplan;

Figure 4 - NSWCPD Typical Hot Seat;

Figure 5 - NSWCPD Bathroom Accessories Schedule;

Figure 6 - NSWCPD Plumbing Fixture Schedule;

Figure 7 - NSWCPD Standard Floor Finishes;

Figure 8 - NSWCPD Standard Base Finishes;

Figure 9 - NSWCPD Standard Ceiling Finishes;

Figure 10 - NSWCPD Standard Wall Finishes;

Figure 11 - NSWCPD Standard Paint Finishes;

Figure 12 - NSWCPD Standard Misc. Finishes; and Figure 13 - NSWCPD Access Control Door Diagram.

1.20.2 Attachments – The following attachments form part of this SOW and are incorporated by reference:

SOW Attachment 1 - Site Map of PNBC (one page);

SOW Attachment 2 - Contractor Production Report (one page);

SOW Attachment 3 - Activity Hazard Analysis (AHA) Form (three pages);

SOW Attachment 4 - Mobile Equipment Checklist (two pages);

SOW Attachment 5 - Contractor Lift Plan Form (eight pages);

SOW Attachment 6 – same as Figure 1 above, Temporary Modular Facility Site Plan (one page);

SOW Attachment 7 – same as Figure 3 above, Suggested Floorplan (one page); and SOW Attachment 8 – Subsurface Information (five pages).

SECTION 2: DETAILED DESCRIPTION OF WORK

This work includes supplying, assembling, leasing, and removing a temporary 1-story, with a second optional-story, modular facility to provide interim space for personnel ultimately to be located in Building 662 after it is repaired.

The Contractor shall provide and secure all labor, approved materials, tools, mobilization, transportation, supervision, equipment and any other incidental work and accessories to provide and install a temporary facility that maximizes the use of the 10,535-SF footprint west of Building 29.

The temporary facility shall be of modular construction, allowing for ease of assembly and installation and subsequent disassembly and removal at the end of the lease. The facility shall be designed to maximize the use of allowable interior space to accommodate as many employees as possible -- at least 130 workstations for each floor.

The facility’s first floor and access to it shall be ADA compliant. The facility shall provide one conference room, four offices, appropriate restrooms and number of plumbing fixtures, one kitchenette, utility closets, one nursing room, and a break or collaboration area for each floor.

The Government will supply and install furniture, interior telecommunication lines, and IT-data-network cable. The contractor shall connect electricity, potable water, and sanitary sewer to the temporary modular facility from

Government-provided connection points specified in Section 2.3 below. The contractor shall also provide and seal penetrations in the temporary modular facility to land both IT-data-network and telecommunication cables in the Network Room.

2.1 SITE PREPARATION: The Contractor shall prepare the site and ground within the work site to support the structures of this Statement of Work so that the proposed structures remain serviceable and useable for the term of the lease. Site preparation may include grading and excavation; installation of foundations;

installation of anchors for uplift, if necessary; and, concrete work, such as sidewalks, pads or aprons. The Contractor’s site planning, preparation, and facility design shall also include storm water management as a consideration.

2.1.1 Subsurface Information – The logs of three test-borings (numbers HL-2, HL-3,and HL-

4) advanced in July 2019 by E2CR Inc. in the work site’s vicinity are attached along with a location plan. This information is provided for the contractor’s information only, and the Government shall not be responsible for any interpretation or conclusion drawn from this subsurface information by the contractor.

2.1.2 Foundation Support – The Contractor shall provide and install a suitable foundation for the modular facility that is on or above existing grade. Excavation for facility foundations is not permitted. The foundation shall be capable of supporting the temporary modular facility for at least the maximum duration of the lease. The site currently has existing slab and foundation supports from buildings previously erected on the site but that have since been demolished. The Contractor shall use industry-standard-type temporary foundation supports (such as steel plates, ABS plates, 12-inch thick timber mats, etc.) above grade to support the building. The Contractor shall provide an adjustable leveling system for the modular facility to compensate for any leveling issues that may occur. The Contractor shall be responsible for inspecting and making any necessary corrective adjustments to the facility, as required, for the duration of the contract. The Contractor shall provide the Government with a schedule for the routine leveling inspection. The frequency of the inspections may be adjusted based on findings during the lease period.

2.1.3 Existing Storm Water Manhole and Monitoring Well with Site’s Footprint – There is one in-use storm water management manhole within the site’s footprint (see Figure 1). The Contractor shall make the necessary grade adjustments and provide a suitable cover for this manhole to provide continued use and allow future access, if needed. There is also one flush-mounted groundwater monitoring well within the site’s footprint that shall also be left accessible for future access if needed.

2.1.4 Existing Underground Utilities – Existing utilities shown are approximate only and are based on field surveys, available records, verbal information, and/or physical features. Locate underground structures and utilities that may be encountered during the work. At least three working days prior to any excavation or test boring, contact the Pennsylvania One Call System at 1-800-242-1776 to mark existing buried utilities. Provide the NSWCPD TPOC with the Pennsylvania One Call ticket and responses. If Pennsylvania One Call will not mark known or suspected underground utilities, provide an independent or private utility locator service to locate and mark underground utilities.

2.2 TEMPORARY MODULAR FACILITY: The contractor shall provide and install either a temporary 1-story or 2-story temporary modular building. The temporary modular facility shall be constructed of prefabricated units, and shall be designed and installed in accordance with applicable or relevant and appropriate standards and codes, including UFC 3-101-01, Architecture, UFC 3-301-01, Structural Engineering, UFC 1-200-01 DoD Building Code, and UFC 1-201-01 Non-Permanent DoD Facilities in Support of Military Operations.

2.2.1 Building Information - The temporary building shall be either a 1-story or 2-story facility.

The areal limits and extents of the facility shall maximize the use of the irregularly shaped 10,535-

SF footprint located between Buildings 545 and 29 shown in Figure 1 (aka SOW Attachment 6) with minimal impact to the existing utilities, monitoring wells, and access points. Note the offset, or standoff, distances between the temporary modular facility’s footprint and Buildings 545 and 29 shown in Figure 1. The structural height of each story shall allow for sufficient plenum (i.e., overhead) space and a floor-to-suspended-ceiling height of at least 8.0 feet. The occupancy of the facility shall be at least 130 persons per floor, using NSWCPD’s Typical Hot Seat dimensions (see Figure 4 or SOW Attachment 7). The exterior of the building shall include ADA ramps, one sidewalk connecting the two ADA ramps at the temporary modular facility’s two entrances along its eastern side, and skirting around the perimeter facility with access points for utilities.

2.2.2 Building Floorplan – G. Submit a floorplan for the temporary modular facility that consists of one and two floors with identical floorplans. See Figure 3 (aka SOW Attachment 7) for NSWCPD’s suggested interior space layout. Additionally, the proposed building floorplan must consider and reasonably incorporate the locations of the utility services. Each floor of the temporary modular facility shall have one conference room, four offices, appropriate restrooms and number of plumbing fixtures, one kitchenette, utility closets, one nursing room, and a break or collaboration area. The remaining space shall be open-office area for maximum flexibility. Details of the preceding interior spaces are shown on SOW Attachment 7 and described below:

2.2.2.1 Private Offices: The floorplan of each floor shall consist of four private offices, each measuring a minimum of 125 SF and a maximum of 150 SF. Each office shall have a minimum inside wall dimension of 8.0 feet, and the office’s dimensions must accommodate NSWCPD’s-systems-furniture configuration.

2.2.2.2 Conference Room: The floorplan of each floor shall consist of one conference room measuring a minimum of 400 SF and a maximum of 475 SF, with a minimum inside dimension of 15.0 feet.

2.2.2.3 Network/Telecomm Room: The floorplan of each floor shall consist of one network/telecomm room measuring a minimum of 44 SF and a maximum of 55 SF. Each network/telecomm room shall have a minimum inside dimension of 5.5 feet and two walls with inside dimension of 8.0 feet.

2.2.2.4 Electrical Room: The floorplan of each floor shall consist of one electrical room measuring a minimum of 43 SF and a maximum of 55 SF. Each electrical room shall have minimum inside dimension of 5.5 feet.

2.2.2.5 Kitchenette: The floorplan of each floor shall consist of one kitchenette with adequate space for a sink, refrigerator, base cabinets, wall cabinets, and minimal counter space.

2.2.2.6 Restrooms: The floorplan of each floor shall consist of enough Men’s and Women’s bathrooms plumbing fixtures to support the maximum number of personnel within the temporary modular facility. The first-floor bathrooms must be fully accessible bathrooms in compliance with the ADA Accessibility Standards.

2.2.2.7 Nursing Room: The floorplan of each floor shall include a private space for nursing mothers as recommended by Office of Personnel Management (OPM) Memorandum “Nursing Mothers in Federal Employment”, dated December 22, 2010, having a minimum area of 106 SF and a maximum area of 120 SF. Each nursing room shall have a minimum inside dimension of 8.0 feet, and the nursing room must accommodate NSWCPD’s-systems-furniture and furnishing(s) configuration. This space may not be a restroom, and must be shielded from view and free from the intrusion of others. A nursing mother’s space must be functional, with a private space to sit with a flat surface, other than the floor, to place a breast pump and other supplies. This space must provide electricity for the use of a breast pump, refrigerator, good lighting, comfortable temperature and proper ventilation.

2.2.2.8 Janitorial Closet: The floorplan of each floor shall consist of one janitorial closet measuring a minimum of 43 SF and a maximum of 55 SF. Each janitorial closet shall have minimum inside dimension of 5.5 feet and must accommodate a utility sink.

2.2.2.9 Break or Collaboration Space: The floorplan of each floor shall consist of open-air seating collaboration space large enough to accommodate four (four-person) circular desks or round-top tables.

2.2.2.10 Ingress/Egress with Foyer: The floorplan of each floor shall show two entrance/exit ways with foyer to provide a break from outside weather conditions at its northeastern and southeastern corners. Ingress/Egress with foyer shall be ADA compliant and have minimum inside dimension of 4.3 feet. In addition, the floorplan of each floor shall provide one emergency egress at its northwestern quadrant.

2.2.2.11 Open-Office Area: The floorplan of each floor shall maximize the balance of space using Figure 4: NSWCPD Typical Hot Seat, to provide a minimum of 130 workstations.

2.2.3 Steel Framing - The temporary modular units shall be manufactured on a steel-framed perimeter platform with interior wood framing. The modules shall be placed on temporary foundations, such as concrete masonry units (CMUs) bearing on rigid plates placed on the prepared site surface.

2.2.4 Wood framing - Wood framing members must be of structurally competent species allowed by applicable codes and standards. Wood framing must meet the following minimum grading requirements:

2.2.4.1 Additional Studs: Provide the following extra, additional studs and framing elements to maintain rigidity and intended function of interior and exterior doorways and wall corners:

(a) at least two vertical studs at the jambs of doors and other wall openings or penetrations 2-feet wide or wider;

(b) Jack studs over openings, as necessary, to maintain indicated stud spacing;

(c) Tripled studs at corners, positioned to receive interior and exterior finishes.

2.2.4.2 Studs: no. 2;

2.2.4.3 Joists and rafters: no. 2;

2.2.4.4 Beams, 4-by and larger: no. 1;

2.2.4.5 Posts, 4-by and larger: no. 1;

2.2.4.6 Blocking: no. 3;

2.2.4.7 Fascia trim: no. 1; and

2.2.4.8 Wood Structural Panel Sheathing (Exterior Glue):

(a) Roof - APA rated with span index of 24/0 - minimum thickness 1/2 inch;

(b) Walls - APA rated with span index of 32/16 - minimum thickness 1/2 inch; and

(c) Flooring - APA rated with span index of 48/24 - minimum thickness 3/4 inch.

2.2.5 Roof – Refer to below sections for roofing component requirements:

2.2.5.1 Roof structure: The roof structure shall be a low slope system with a maximum pitch 2-in-12 or less. A low-slope roofing system 1-in-12 pitch is preferred.

2.2.5.2 Roofing: The roofing system shall provide a weather-tight barrier to prevent moisture intrusion and shall comply and meet all accepted industry standards.

2.2.5.3 Insulation: Provide R-38 insulation in the ceilings, attic spaces, and soffit areas for interior spaces. Provide acoustical insulation above walls separating bathroom/restrooms and corridor and adjacent occupied spaces, and between offices and corridors. Insulation must be Polyisocyanurate Rigid Board Insulation, Mineral Fiber Blanket Insulation to conform to ASTM C 991.

2.2.5.4 EPDM Rubber Boots: Flashing devices around pipe penetrations must be flexible, one-piece devices molded from weather-resistant EPDM rubber.

2.2.5.5 Wood Nailers: Wood nailers shall be pressure-preservative-treated in accordance with AWPA M2 Standards, permanently marked or branded, and installed flush with the top of the adjacent insulation board.

2.2.5.6 Flashing and Sheet Metal: Provide flashing and sheet metal work including scuppers, splash pans, and sheet metal roofing. Flashing and sheet metal must be in compliance with NRCA and SMACNA recommendations. Fabricate Flashing and sheet metal components from Copper, Lead-Coated Copper sheet, Steel Sheet, Zinc-Coated (Galvanized) - ASTM A 653/ A 653M, Stainless Steel - ASTM A 167, Type 302 or 304, 2D finish, or Pre-Finished Aluminum.

2.2.5.7 Gutters and Downspouts: Provide gutters and downspouts compatible with roofing material and finish. Concealed (interior) gutters and downspouts are prohibited.

Provide splash guards at points of discharge. The temporary modular facility shall cause no new storm water run-off. Storm water run-off from the temporary modular facility shall be directed to the nearest existing soil area or storm water drain inlet(s).

2.2.5.8 Guards: Roof guards shall include snow guards to prevent falling snow sheets from sliding off the roof.

2.2.5.9 Lightning Protection: The Contractor shall provide the required lightning protection. Lightning protection component penetrations and attachments must be sealed and flashed and anchored in a permanent manner and in a manner to avoid the degradation of the watertight integrity of the roof system. Lightning protection shall be provided in accordance with UFC 3-575-01.

2.2.6 Suspended (Acoustical) Ceiling

2.2.6.1 Suspended Ceiling Height: The distance between the true (structural) ceiling and dropped ceiling shall be adequate enough to conceal any electrical wire, data wire, conduit, piping, and duct work in plenum or overhead space. The suspended ceiling height shall be at least 8.0 feet above the finished floor.

2.2.6.2 Acoustical Tiles: Provide and install acoustical ceiling tiles in accordance with Figure 9.

2.2.6.3 Grid System: Provide and install ceiling grid system in accordance with Figure 9.

2.2.7 Flooring - Floors shall be dimensional framing with sheathing over the steel platform and include insulation, vapor control, and an air barrier system. Install Contractor-provided floor coverings, and all miscellaneous materials, including cove base molding, required for flooring installation specified in each type of space in accordance with NSWCPD Standard finishes specified in the following sections. Flooring work shall be executed by personnel having been regularly engaged in the preparation and installation of floor covering components and materials of the type, size, and complexity of the work of this contract.

Flooring Adhesives must comply with applicable regulations regarding toxic and hazardous materials and flooring manufacturer’s specifications or installation guidelines. Use wet adhesive with a maximum VOC content of 50 grams per liter. Provide water resistant, mildew resistant, nonflammable, and non-staining adhesives for carpet installation to meet local air-quality standards, and as required by the carpet manufacturer. Provide release adhesive for modular tile carpet as recommended by the carpet manufacturer.

2.2.7.1 Finish Flooring – Provide finish flooring for each type of space (open office/office, bathroom, kitchenettes, etc.) in accordance with Figure 7. Install in accordance with acceptable industry and manufacturer-recommended standards.

2.2.7.2 Flooring Molding (Cove Base) – Provide for each type of space (open office/office, bathroom, kitchenettes, etc.) in accordance with Figure 8. Install where carpet or vinyl floor covering material changes or a floor covering edge abuts a vertical surface in accordance with acceptable industry and manufacturer-recommended standards.

2.2.7.3 Transitions - Provide commercially available transition materials where two different flooring types meet. Install in accordance with acceptable industry and manufacturer-recommended standards.

2.2.8 Exterior Walls – Exterior wall assemblies shall be in compliance with accepted industry standards for this this type of modular facility and shall include insulation, vapor control, air barrier system, siding, flashing and a water-resistant barrier.

2.2.8.1 Framing –All framing materials shall meet accepted industry standards.

Installation must be in accordance with AF&PA WCD 1. Use preservative pressure treated lumber at sill plates and other members in contact with concrete and masonry surfaces.

(a) Sheathing: Sheathing must withstand structural loads imposed on the wall structure.

Cover sheathing with either a 15 pound asphalt-impregnated building paper or equivalent materials,

2.2.8.2 Insulation and Vapor Retarder - Insulation, Vapor Retarders, and Air Barrier Systems in or on Exterior Enclosure must include: insulation, liquid, sheet or continuous film materials installed separately in or on wall assemblies to provide resistance to heat loss/gain, and vapor penetration.

(a) Insulation Systems: Provide exterior walls with insulation with at least an R-21 rating. Vertical and horizontal polystyrene insulation conforming to ASTM C578 or rigid polyisocyanurate board wall insulating products conforming to ASTM C591 or mineral-fiber blanket insulation conforming to ASTM C 665 must be provided.

(b) Vapor retarder: Comply with ASTM C755.

(c) Building Paper: FS UU-B-790, Type I, Grade D, Style 1.

(d) Air Barrier: Building wrap consisting of air barrier sheeting complying with ASTM

E 1677, Type 1. Provide building wrap over sheathing of framed assembly to reduce air penetration and airborne vapor penetration. Provide building wrap tape as recommended by the manufacturer for sealing all joints in the building wrap. Install in accordance with manufacturer's instructions. Air barrier installation at windows must be in accordance with ASTM E 2112.

2.2.8.3 Siding Panels - The exterior wall panels shall be galvanized steel siding at a minimum 22 U.S. Standard Gage or an acceptable alternative. Form sheets from steel conforming to ASTM A 653/A 653M, Structural Grade 40, galvanized coating conforming to ASTM A 924/A 924M, Class G-90. All trim at the top, bottom, corners and around the doors and windows shall meet the same specifications of the panels, or an acceptable alternative.

2.2.9 Interior Walls - Refer to below sections for interior wall requirements:

2.2.9.1 Gypsum Board and Joint Compound: Provide gypsum-board types and joint-treating materials manufactured from asbestos-free materials only conforming to ASTM C11, C475/C475M, C840, and C1396/C1396M. Submit Safety Data Sheets and manufacturer maintenance instructions for gypsum materials including adhesives. Provide 48-inch-wide, 5/8-inch-thick gypsum board with tapered edges conforming to ASTM C1396/C1396M. Structural and finished carpentry work shall be executed by personnel having been regularly engaged in carpentry work of the type, size, and complexity of the work of this Contract.

2.2.9.2 Installation of Gypsum Board: Apply gypsum board to framing and furring members in accordance with ASTM C840 or GA 216 and the requirements specified.

Apply gypsum board with separate panels in moderate contact; do not force in place.

Stagger end joints of adjoining panels. Neatly fit abutting end and edge joints. Use gypsum board of maximum practical length; select panel sizes to minimize waste. Cut out gypsum board to make neat, close, and tight joints around openings. In vertical application of gypsum board, provide panels in lengths required to reach full height of vertical surfaces in one continuous piece. Lay out panels to minimize waste; reuse cutoffs whenever feasible. Treat edges of cutouts for plumbing pipes, screw heads, and joints with water-resistant compound as recommended by the gypsum board manufacturer.

2.2.9.3 Finishing of Gypsum Board: Tape and finish gypsum board in accordance with ASTM C840, GA 214 and GA 216. Provide joint, fastener depression, and corner treatments. Tool joints as smoothly as possible to minimize sanding and dust. Do not use self-adhering fiber glass mesh tape with conventional drying type joint compounds; use setting or hardening type compounds only.

2.2.9.4 Paint: The Contractor must furnish painting materials in accordance with Figure 11 and submit product data for all painting materials. The current Master Painters Institute (MPI), "Approved Product List," which lists paint by brand, label, product name and product code as of the date of contract award, maybe used to determine compliance with the submittal requirements of this specification. The Contractor may choose to use a subsequent MPI "Approved Product List," however, only one list may be used for the entire contract and each coating system is to be from a single manufacturer. All coats on a particular substrate must be from a single manufacturer.