ATTACHMENT B Statement of Work (Part 3).pdf

National Museum of the Marine Corps Galley 13 and 14 - Macro Exhibits PMB# - 2020061 Quantico, Virginia WON - 1662198

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PART 3

Statement of Work/Project Program National Museum of the Marine Corps

Gallery 13 and 14 Macro Exhibits

Quantico, Virginia WON - 1662198

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Part 3 Statement of Work / Project Program

Table of Contents

CHAPTERS

1. PROJECT DESCRIPTION.......................................... Page 2

2. PROJECT OBJECTIVES.......................................... Page3

3. SITE ANALYSIS............................................. Page5

4. BUILDING REQUIREMENTS.......................................Page 5

5. ROOM REQUIREMENTS............................................ Page 5

6. ENGINEERING SYSTEMS REQUIREMENTS.............Page 5

A10 Foundations A20 Basement Construction B10 Superstructure B20 Exterior Closure B30 Roofing C10 Interior Construction C20 Stairs C30 Interior Finishes D10 Conveying Systems D20 Plumbing

D30 HVAC

D40 Fire Protection Systems D50 Electrical Power and Lighting E10 Equipment E20 Furnishings F10 Special Construction F20 Selective Building Demolition G10 Site Preparations G20 Site Improvements G30 Site Mechanical Utilities G40 Site Electrical Utilities

Quantico, Virginia WON - 1662198

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1.0 PROJECT DESCRIPTION

This project will fabricate and install structural floor supports for large scale (macro) museum artifacts. The project will install the macro artifacts on the fabricated supports. There are a total of eight (8) supports, three of which were completed under a separate contract. The remaining five

(5) supports and artifact installation comprise this project’s scope of work. The project location is vacant space referred to Galleries 13 and 14 (interior) within the National Museum of the Marine Corps (Museum). The Museum is located at 18900 Jefferson Davis HWY, Triangle, VA 22172.

General and existing condition:

The Museum is an operational facility and open to the public. The project area is limited to the interior of Galleries 13 and 14 which are located in the northwest quadrant of the existing building between column lines R18 to R25 and C2.5 to C5 (exterior column line at the building envelope). The Contractor access to the project location will be through existing exterior door openings located on the exterior wall adjacent to Gallery 13 between column lines R19 and R 20 (at the rear of the building). Contractor access to Gallery 14 is through Gallery 13.

Site:

The existing property contains the Museum, improved landscape and paved areas. No work is anticipated for the site other than repair work associated with the Contractor’s use of the Gallery 13 access point. The Contractor must repair any existing site areas that are damaged by the construction of the project. Removal of the existing exterior removable panel (located at the double doors) is required for construction activities. The sequencing and timing associated with the removal must be coordinated with the Museum point of contact and approved by the Contracting Officer. Provisions for weatherproofing (temporary) and securing the opening during operations is required. All life safety and security components shall remain operational. Reinstallation of the knock out assembly, the double doors must include weather proofing, life safety and security provisions to match the existing conditions.

Demolition:

Any selective demolition (beyond the scope requirements) required for the project must be approved in advance by the Contracting Officer. At no time, shall demolition activities disable or disrupt existing life safety or security systems/provisions. All life safety and security provisions must remain operational throughout the construction period. The building operations must remain uninterrupted during the project lifecycle.

Structural Engineering:

Structural supports for the Macro Exhibits shall be in compliance with the existing 100% shop drawings prepared by Structural Engineering Group, Inc. and dated 6/13/18. The supports shall be anchored to the building floor structure as indicated on the shop drawings. The shop drawings must be reviewed by the Contractor’s architect/engineering firm for adequacy and acceptance during the pre-fabrication phase of the project.

The Macro Exhibits (6 components) must be moved by the Contractor from the existing on site locations to each gallery. The Contractor will offload artifacts from the point of delivery and install/anchor (as shown on the drawings)the artifact on top of the fabricated structural supports.

Quantico, Virginia WON - 1662198

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Mechanical:

Mechanical and plumbing construction improvements are not a part of the project scope.

Electrical:

New electrical construction improvements are not a part of the project scope. Temporary wiring for existing systems (as required for access) is required if the existing components are temporarily relocated.

Interior Finishes:

Interior finishes are not a part of the project scope.

Audio and Visual:

Audio and Visual improvements are not a part of the project scope.

Macro Artifacts handling and protection:

The Contractor is responsible for appropriate handling, care, moving and protection of all artifacts for this project and those already installed within the project area. The Contractor shall include as a part of the project cost, a liability insurance policy of one million five hundred thousand ($1,500,000) aggregated sum for the replacement/repair of any macro artifacts damaged by the Contractor in the execution of the project scope.

All artifacts in the project must be protected during the execution of the scope. Once installed, the Contractor shall wrap all project artifacts in plastic sheathing and ensure no part of the artifact is exposed.

The Museum will be occupied by staff and visitors during the project construction period and must remain operational at all times. The project area must be controlled from public access and any access points from the exterior of the building must be secure. Photographs, recording, video, live video operation are NOT allowed at any time. Contractor personnel must remain within the project area at all times. Temporary barriers, bathroom facilities, Contractor trailers must be provided.

Project activities must not disrupt ongoing operations of the existing building/site.

2.0 PROJECT OBJECTIVES

Project Requirements:

The project objective consist of fabricating and installing floor supports for the Museum ’s Macro Exhibits in Gallery 13 and 14. Three (3) macro support structures and exhibits have been previously installed in Gallery 13. One (1) roof supported exhibit has been previously installed in Gallery 14. Protect all existing or previously installed exhibits from damage during the construction period.

The attached shop drawings (16 sheets) are included under Part 6 and are a part of the project scope (unless noted otherwise):

S-101 – General Notes, Typical Details S-201 – Overall Plan S-301 - LAV Support

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S-302 – MATV Support S-303 – HMMWV Support S-304 – AAVP Support S-304A – AAVP Elevation S-305 – Huey Support (Provided for reference only, NOT IN CONTRACT) S-306 – AA Gun Support (FYI, excluded from scope of work) S-307 – M198 Support (FYI, excluded from scope of work) S-401 – Artifact Diagram S-401A- AGM65,ALQ99 Support S- 401B – MK77,MK20 Support S-401C –DATM, GBU16 Support S-401D –CATM, JDAM Support S-401E – AN/AAS-38 TFLIR Support

Additional structural engineering services are required by the Contractor to; verify the shop drawing design, confirm anchorage, validate shop/field welds and confirm that steel support sizes are sufficient. The Contractor shall retain a licensed structural engineer for the referenced services. The Contractor must submit a letter stamped and sealed by a licensed structural engineer indicating that the shop drawings are sufficient (or will be supplemented to be sufficient), in order to fabricate the structural supports and anchor the Macro Exhibits. Design changes must be incorporated into the shop drawings by the Contractor’s engineer. The letter and any supplement design must be submitted to the Government thirty (30) days prior to fabrication of the structural supports.

The following support structures and macro exhibits form the scope of work for this project and are included in the attached shop drawings prepared by Structural Engineering Group Inc.

Fabricate and install each structural support, move each artifact into the referenced Gallery (refer to Sheet S-201) and install each artifact to the associated structural support. Drawing sheet numbers are referenced with each Macro Exhibit for clarity.

1. Gallery 14 Macro exhibits (to be installed first) consist of:

a) LAV, Sheet S-301.

b) MATV, Sheet S-302.

c) Armament artifacts, Sheet S-401 series (multiple smaller supports) at the currently installed F-18 exhibit. The existing aircraft exhibit must remain in place and be protected during all construction activities.

One (1) Artifact has been installed and is suspended from the roof structure

2. Gallery 13 Macro exhibits (to be installed second) consist of:

a) AAVP, Sheet S-304.

b) HMMWV Support

Three (3) artifact supports and artifacts have been previously installed

Period of Performance:

All work shall be performed within the normal business hours of the Museum. With written exception issued by the contracting officer, work outside normal operating will be considered on a case by case basis for work requiring shut down of a specific system. Under this circumstance, Quantico, Virginia WON - 1662198

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Execute work within the period of performance indicated below:

2.1 APPLICABLE CODES AND STANDARDS

In addition to the codes and standards listed in Part 4, the design and project implementation must be in accordance with the latest revision/edition of the following referenced codes and standards. The term "Latest Revision/Edition" is defined as the version as of the project award date.

.1 UFC 1-200-01 DoD Building Code

.2 UFC 1-300-07A Design Build Technical Requirements

.3 FC 1-300-09N Navy and Marine Corps Design Procedures

.4 UFC 3-101-01 Architecture

.5 UFC 3-301-01 Structural Engineering

.6 UFC 3-600-01 Fire Protection Engineering for Facilities

.7 FC 4-760-10N Navy Museums and Historic Resource Facilities

.8 Quantico Fire and Emergency Services Requirements (see Part 6 for Inspection Report)

2.2 SUSTAINABLE DESIGN

Task/action Reference Timeframe

Pre-construction submittals NAVFAC Contract Requirements

Within the first 60 days after award

Government review 30 days after submittal, excludes resubmittal due non compliance

Start and complete fabrication of Macro Artifact Supports

Within 30 days of Government approval of Pre-construction Submittals

Protect existing Artifacts Within 15 days of Government approval of Pre-construction submittals

Install Macro Artifact Supports Within 30 days of completed fabrication

Move, assemble & Install Macro Artifacts

Within 30 days of installed supports

Government Review & BOD Within 30 days of installed Macro Artifacts excludes time for non-compliance

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NOT USED

2.3 STORMWATER MANAGMENT - LOW IMPACT DEVELOPMENT

(LID)

2.4 CYBERSECURITY

3.0 SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS

The project location is within an existing and occupied facility. Existing utilities include water lines, sanitary sewer, electric and underground telephone. Existing utilities must be maintained fully operational during the project’s lifecycle.

Geotechnical Data: Not Used

3.2 SITE DEVELOPMENT

NOT USED

4.0 BUILDING REQUIREMENTS

5.0 ROOM REQUIREMENTS

Not used

6.0 ENGINEERING SYSTEMS REQUIREMENTS (ESR)

A10 Foundations A20 Basement Construction B10 Superstructure B20 Exterior Closure B30 Roofing C10 Interior Construction C20 Stairs C30 Interior Finishes D10 Conveying Systems D20 Plumbing

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D30 HVAC

D40 Fire Protection Systems D50 Electrical Power and Lighting E10 Equipment E20 Furnishings F10 Special Construction F20 Selective Building Demo G10 Site Preparations G20 Site Improvements G30 Site Civil/Mechanical Utilities G40 Site Electrical Utilities

A10 FOUNDATION

Existing to remain

A20 BASEMENT CONSTRUCTION

B10 SUPERSTRUCTURE

The structural system is delineated in the shop drawings under Part 6:

Risk Category: NOT USED

Live loads: Refer to Part 6 for Macro Exhibit weight. Ensure support structures comply with UFC 3-301-01, Structural Engineering.

Wind loads: NOT USED

Snow loads: NOT USED

Earthquake loads: Mapped seismic acceleration based on parameters the Virginia Statewide Construction Code (IBC)

B3070 QUALITY CONTROL PROGRAM

Contractor must establish a quality control program to assure adherence to the Scope of Work and Project Requirements. Submit the Quality Control Program to the Government for review as a preconstruction submittal.

C10 INTERIOR CONSTRUCTION

C1010 PARTITIONS

C1020 INTERIOR DOORS

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C1030 SPECIALTIES

NOT USED

C30 INTERIOR FINISHES

C3030 CEILING FINISHES

C3040 INTERIOR COATINGS AND SPECIAL FINISHES

D10 CONVEYING SYSTEMS

D20 PLUMBING

D30 HVAC

D40 FIRE PROTECTION SYSTEMS

EXISTING TO REMAIN

D4010 FIRE ALARM AND DETECTION SYSTEMS

Repair/replace any permanent equipment and components that are temporarily removed as a part of this Contract. Otherwise existing system shall remain and be operational throughout the construction phase.

D50 ELECTRICAL

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EXISTING TO REMAIN

E1010 COMMERCIAL EQUIPMENT

E20 FURNISHINGS

NOT USED

F10 SPECIAL CONSTRUCTION

F20 SELECTIVE BUILDING DEMOLITION

G10 SITE PREPARATION