B.08.02 co19_011010_MCCTC_SOW.pdf

US Army Corps of Engineers Europe District

APO AE 09049

co19

Statement of Work Project Number:

Proj. No.: IEU-24-0001 Fiscal Year: 2024

Reconstruction of Maritime Crisis Coordination and Training Center Split, Croatia

Prepared by:

Design Section

Engineering Branch September 2024

01 10 10 Statement of Work Reconstruction of MCCTC – Split, Croatia

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SECTION 01 10 10

STATEMENT OF WORK

SECTION TABLE OF CONTENTS:

1 GENERAL

2 CIVIL AND GEOTECHNICAL (Not applicable)

3 ARCHITECTURAL

4 STRUCTURAL (Not applicable)

5 ELECTRICAL & COMMUNICATIONS

6 MECHANICAL & PLUMBING

7 FIRE PROTECTION (Not applicable) 8 SUSTAINABILITY (Not applicable) 9 CYBERSECURITY (Not applicable)

ATTACHMENTS

Attachment # 1 Project Location Map Attachment # 2 Existing Floor Plan Attachment # 3 Demolition Floor Plan Attachment # 4 Conceptual Floor Plan Attachment # 5 Dedication Plaque (sample)

1.0 GENERAL

1.1 PROJECT DESCRIPTION

The Request for Proposal (RFP) provides parameters for a design-build project for renovation of a facility in Split, Croatia; Latitude 43°30'24.1" N, Longitude 16°26’22.0”E (Refer to the attached Location Map.)

The Split Maritime Crisis Coordination and Training Center (MCCTC) serves as the primary maritime disaster response facility along the mid and southern Adriatic coast. The MCCTC’s existing office is inadequate for the needs of the Center. This project includes renovation of the ground floor of the existing building and will provide new finishes (floors, walls, ceilings), reconnect existing offices, and provide a conference room, breakroom with kitchenette, and an additional restroom.

The project includes the following general items of work, detailed requirements are contained elsewhere in this Statement of Work:

a. Construct a new conference room within the existing ground floor.

b. Reconnect several offices to allow for easier flow through the facility, including new doors to match existing historic construction.

c. Renovation of a corner of the ground floor to provide a second restroom and break room including a kitchenette.

d. Re-plaster, patch, and paint all walls and hard ceilings within the project scope area.

e. Provide new flooring in several offices, the new conference room, and the new restrooms.

f. Provide new ceilings in the corridors and new break room.

g. Provide new plumbing fixtures as required.

h. Provide new wall mounted split-system heat pump within room 105.

i. Provide interior lighting and electrical connections for equipment.

1.2 GENERAL REQUIREMENTS

The Contractor must deliver fully functional, turnkey type facilities (without mobile furniture) as described in this document. The work includes - but is not limited to - design, demolition, fabrication, delivery, installation, construction, and site work.

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The facility in this project must be complete and usable to meet codes and technical and functional requirements per this Statement of Work (SOW). The proposal price must include all design, calculations, approvals, certificates, fees, labor, material, equipment, direct overhead, indirect overhead, general and administrative expenses (G&A) and general conditions to complete this project as described in the SOW.

These design and product requirements are minimum requisites. Compliance with the provisions of this section by subcontractors is the responsibility of the Contractor.

1.2.1 BASE ITEMS AND OPTIONAL ITEMS

This Statement of Work addresses the technical requirements necessary to complete all work associated with this project. For information and requirements regarding the allocation of pricing between elements of the work, refer to Specification Section 01 22 00 PRICE AND PAYMENT PROCEDURES. The Schedule of Items identifies the breakdown between the individual base items and optional items for all work identified in this Statement of Work, associated drawings, and attachments. All work as described in these documents is included in either the Base or Optional Items. Consider all items not specifically identified in the Optional Items as part of the Base Items.

1.3 FUNCTIONAL AREAS

Refer to the attached drawings for a depiction of the renovated areas and general scope of work.

1.4 SUBMITTALS

Designer of Record approval is required for submittals with a “DA” designation.

Government approval is required for submittals with a “G” or “GA” designation.

Submittals having an “FIO” designation are for Contractor Quality Control approval. Submit the following to the Contracting Officer (KO) in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Demolition Plan; G

Sequencing Plan; G

SD-05 Design Data

65% Pre-Final Design; DA/GA

95% Final Design; DA/GA

100% Corrected Final Design; DA/GA

SD-06 Test Reports

Test Results and Reports; FIO

1.4.1 DESIGN SUBMITTALS

Provide a complete design package at each milestone, as described in RFP Section 01 33 16-DESIGN AFTER AWARD. The milestones for this project are indicated above in Section 1.4 SUBMITTALS. The specific requirements of each milestone are described in each discipline-specific section of this Specification.

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1.4.2 TEST REPORTS

Provide all test results and reports identified in this SOW to the Government as a submittal in accordance with RFP Section 01 33 00-SUBMITTAL PROCEDURES. Submittals will be considered for information only (FIO) submittals unless specifically identified as a submittal requiring government approval. Coordinate with the KO after award for the specific items to be included in the submittal register.

1.5 MATERIALS AND EQUIPMENT

Materials and products used must be durable, heavy duty, industry standard. The equipment must be the manufacturer’s standard quality and must be compatible with all other equipment and materials within the system or assembly. Equipment and materials must include all connections and accessories necessary to ensure operability and correct installation according to manufacturer’s requirements.

Provide a nameplate secured to each major piece of equipment. Each nameplate must have the manufacturer’s name, address, contact information, type or style, model or serial number, and catalog number. The definition of a “major piece of equipment” is at the discretion of the KO.

1.5.1 LIFE-SPAN

The renovated portions of the facility and the installed equipment must be permanent construction with an expected lifespan of more than 25 years.

1.5.2 MAINTAINABILITY

Provide low maintenance materials and systems appropriate for the project climate and location.

1.5.3 OPERABILITY

Systems (including but not limited to architectural, electrical, communications, and mechanical systems) must be simple to operate and easy to maintain.

1.5.4 STANDARDIZATION

Provide standardized materials, products, equipment, and systems to minimize the requirements for replacement parts, storage facilities, and service requirements.

1.6 DESIGN DIMENSIONS

Develop the design using the metric system.

1.7 DESIGN CRITERIA

Project design, utility systems and material standards must be in accordance with Host Nation building codes (current versions as of the date of RFP, unless otherwise indicated). In the absence of Host Nation building codes, use the International Building Code (IBC) and the codes, technical standards, and regulations referenced in this RFP.

While this RFP references various source standards and specifications, all design documents must meet Host Nation codes and requirements. It is the designer's responsibility to demonstrate that the Host Nation standard is equal to the cited standard or specifications being supplanted. Apply the more restrictive standards when conflicts arise between the requirements of this RFP and any referenced or other applicable codes, standards or regulations. If equivalency cannot be met, use the more stringent requirement and quote both codes verbatim in correspondence to the KO. The designer is responsible to determine the required material and execution standards where specific standards are not indicated.

Provide an electronic copy of the local Host Nation standards and building codes in their original language as related to facility design and construction.

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1.8 SPECIAL CONSTRUCTION REQUIREMENTS

1.8.1 DEMOLITION

The Contractor is responsible for all required demolition as indicated in this scope.

Submit a Demolition Plan to be tracked via the submittal register indicating all demolition, abatement, and disposal methods.

1.8.1.1 ABATEMENT AND DISPOSAL

All demolished materials, including hazardous materials identified below, must be abated and disposed of in accordance with local laws, codes and regulations. The Contractor is responsible for all required testing before, during and after demolitions as well as for all required compliance with safety standards.

1.8.1.2 LOCATION OF HAZARDOUS MATERIAL

The Contractor is responsible to survey the site and determine if hazardous materials exist. If hazardous materials are found to exist, immediately notify the KO and provide the results of the relevant sampling and testing. Provide the hazardous material report no later than 30 days after Notice to Proceed (NTP) for information and approval.

1.8.2 PROTECTION OF WORK AREA

1.8.2.1 DUST AND DEBRIS CONTAINMNET

Seal the project area with construction barriers and dust partitions in order to contain construction dust and debris and maintain a clean environment outside of the work area. In addition to protections within the work area, provide temporary protection for all finishes from the entrance of the facility to each area of work. Patch and repairing any damage caused during construction. Coordinate the locations of barriers with the building occupants prior to the start of work.

1.8.2.2 PROTECTION OF FURNITURE, FIXTURES, AND EQUIPMENT

Protect all existing furniture, fixtures, and equipment that remain within the work area. Coordinate with the Government and user for any special protection measures required for sensitive equipment. The Contractor is responsible for repairing or replacing any damage caused during construction. The Contractor must conduct a preconstruction survey of furniture, fixtures, and equipment with a Government representative and user representative present.

1.8.2.3 NOISE AND VIBRATION CONTROL

Employ demolition and construction methods that minimize the production of sound and vibration. Coordinate the schedule of especially loud or disruptive activities with the KO prior to the start of work.

1.8.2.4 PROTECTION OF EGRESS AND LIFE SAFETY

The Contractor must not take actions that hinder existing egress paths or disrupt operation of life safety systems without prior coordination with the KO and all applicable authorities having jurisdiction (AHJ). The Contractor is responsible for supplying signage or other protective measures as required by the KO or AHJ prior to impeding the egress path or life safety system.

1.8.2.5 MOISTURE CONTROL

Establish and implement a moisture control strategy for controlling moisture and condensation to prevent building damage, minimize mold contamination and reduce health risks related to moisture.

1.8.2.6 ENVIRONMENTAL TOBACCO SMOKE CONTROL

Smoking is prohibited with the building and a minimum of 15 meters of all building entrances, operable windows, and building ventilation intakes.

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1.8.2.7 REDUCE ENVIRONMENTAL IMPACT OF MATERIALS

Use construction products that have a lesser or reduced effect on human health and the environment.

Do not use ozone depleting compounds and high global warming potential (GWP) chemicals.

1.8.3 SEQUENCING OF CONSTRUCTION WORK

The Contractor must sequence construction to allow the upper floors of the facility to remain occupied during construction. Do not block access to occupied areas during construction. Utility and communication services must remain functional in all occupied areas.

Provide a Sequencing Plan with the 95% Final Design Submittal. The Sequencing Plan must describe the proposed performance of construction operations to comply with the stated sequencing requirements. The Sequencing Plan must include a graphical depiction of the sequencing of each work area and mobilization/staging area.

END OF SECTION

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2.0 CIVIL AND GEOTECHNICAL

Not applicable to this project.

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3.0 ARCHITECTURAL

3.1 PROJECT DESCRIPTION

Provide and perform architectural design and construction services to provide a complete, accessible, functional, and usable Maritime Crisis Coordination and Training Center (MCCTC).

Renovate the ground floor of the existing solid masonry / concrete building that will continue to serve as the MCCTC.

Extensive coordination is required between the architectural work and the work of other disciplines described in this SOW.

3.1.1 DESIGN

Provide a design and construction package that uses the space allocations, functional adjacencies, design details, and features given or referenced in this RFP. The design must incorporate all referenced codes and regulations. The Contractor is responsible for creating additional details as required to complete a full design. All details must conform to the requirements of this RFP and are subject to the approval of the KO. Schematic floor plans have been attached for reference. The schematic plans are provided for diagrammatic purposes only and do not necessarily represent an approved floor plan or design. The Contractor is responsible for providing a design that meets all requirements of the User and the codes and criteria referenced in this Statement or Work.

3.1.2 DESIGN SUBMITTALS

Provide all architectural submittals after contract award in accordance with RFP Section 01 33 16-DESIGN AFTER AWARD and 01 33 00-SUBMITTAL PROCEDURES. Prepare and submit the documents listed below at the submittals indicated.

3.1.2.1 65% DESIGN SUBMISSION

Include the following drawings and reports as applicable to the project:

a. Code Summary – Provide a tabular code compliance summary indicating Host Nation and/or IBC life safety requirements for all new facilities.

b. Life Safety Plans – Provide plans depicting smoke/fire resistance ratings, egress routes, dead-end corridors, exits, and other aspects of life safety pertaining to the design.

c. Demolition Plans – Provide existing floor plans, indicating all demolition required.

d. Floor Plans – Provide all floor plans, indicating room names, areas, and basic dimensions, scale 1:50.

e. Ceiling Plans – Provide reflected ceiling plans for all rooms, indicating ceiling materials and fixtures, scale 1:50.

f. Wall Section - Provide a typical interior wall section for each new wall type – describe wall materials.

g. Interior Elevations – Provide interior elevations of all bathrooms and built-in casework and kitchenettes, indicate critical heights of surfaces and plumbing fixtures and describe all materials and finishes.

h. Pre-Final Design Analysis – Provide a narrative explaining the design and indicating how the design and materials meet the requirements of this SOW.

i. Pre-Final Specifications – Provide detailed explanations of requirements for all performed work or provide product specific manufacturer information (brochures, technical information, cut sheets) for all materials and products to be provided/installed.

3.1.2.2 95% DESIGN SUBMISSION

The 95% Submittal provides a complete set of contract documents essentially ready for construction by the D/B Contractor. All previous government review comments must have been addressed. Include the following drawings and reports as applicable to the project:

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a. All documents from the 65% submittal updated to incorporate 65% review comments.

b. Plan Details – Provide details of critical building intersections.

c. Door Schedule – Provide a schedule of all doors, indicating sizes, hardware, and operation.

d. Finish Schedule – Indicate all proposed finishes.

e. Final Design Analysis – Provide a finalized narrative describing all work to be performed on the project and how it meets the functional and code requirements of the project. Provide product specific manufacturer information (brochures, technical information, cut sheets) for all materials and products to be provided/installed.

f. Final Specifications – Provide line items and detailed descriptions of all work to be performed.

3.1.2.3 100% DESIGN SUBMISSION

The 100% Submittal provides a complete and final set of contract documents ready for construction by the D/B Contractor. All previous government review comments must have been addressed. Include all drawings, specifications and calculations from the 95% Submittal updated to incorporate all previous review comments.

3.2 TECHNICAL CRITERIA AND STANDARDS

Design and construct the project in accordance with the requirements outlined in Section 1.7 DESIGN CRITERIA.

3.3 GENERAL SCOPE OF WORK

Design the architectural elements of this facility to withstand all site-specific environmental conditions such as wide seasonal temperature swings, local wind, rain, snow and earthquake conditions. All architectural features must be appropriately braced for anticipated seismic activity. Alternate building materials may be proposed to meet the facility’s requirements, but final selection of materials is subject to the approval of the KO. Consider economics not only in the initial acquisition, but also in the future maintenance of the materials, when selecting materials and building systems to be incorporated into the project. When requested, provide documentation demonstrating that a chosen alternative material is life cycle cost effective.

3.4 DETAILED SCOPE OF WORK

The following specific tasks are required for the construction of this facility.

3.4.1 DEMOLITION

Demolition work includes, but is not limited to, the following items:

a. Demolish and remove existing interior walls and wall infill as shown on concept plan;

b. Demolish and remove existing wood flooring as shown on concept plan;

c. Demolish and remove existing vinyl flooring as shown on concept plan;

d. Demolish and remove existing plumbing fixtures as shown on concept plan;

e. Demolish and remove existing acoustic tile ceiling in corridor 104; and

f. Demolish and remove existing electrical and lighting systems in area of work.

3.4.2 BUILDING SYSTEM AND MATERIALS

The intent of this RFP is to allow the Contractor the maximum flexibility to design and construct this facility in an economical manner without sacrificing good engineering practices, quality materials and systems. The Government requires low or no maintenance finish materials to the greatest extent possible. Provide a design informed by the modular size of selected materials. Building materials as described herein are minimum requirements and may require revision based on code compliance and criteria.

3.4.2.1 FIRE PROTECTION RATINGS OF INTERIOR FINISHES

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All interior finishes must conform to Host Nation fire protection standards/requirements.

3.4.2.2 ACOUSTICAL DESIGN

New doors, walls, floors, and ceilings must meet the minimum sound protection per Host Nation requirements.

3.4.3 INTERIOR CONSTRUCTION WORK

Provide the following interior architectural systems.

Provide low emitting materials. Specify materials and products with low or no pollutant emissions, including composite wood products, adhesives, sealants, interior paints and finishes, carpet systems, and furnishings.

3.4.3.1 INTERIOR WALLS

Provide new interior partition walls in accordance with (IAW) functional requirements. Provide penetration openings (for example for ventilation, piping and cables) as required by other sections and drawings of this RFP.

3.4.3.1.1 INTERIOR CONCRETE/MASONRY WALLS

Patch and repair existing plaster on masonry or concrete walls as required. In areas with heavy damage, provide two-layers of interior plaster and new paint on masonry walls in normally occupied areas. Install plaster IAW manufacturer's guidelines.

3.4.3.1.2 METAL FRAMED PARTITION WALLS

Provide new light gauge metal framed partition walls as required. Provide slotted deflection tracks at the top of all metal framed partition walls. Unless specified otherwise, provide new gypsum wall board with finish and paint as applicable on all metal framed partition walls. Provide cavity insulation and/or multiple layers of gypsum wall board as necessary to meet required acoustic and/or fire resistance ratings IAW manufacturer's guidelines. Provide gypsum board with a minimum thickness of 12,5 mm. Install gypsum board to provide a flat, smooth, and seamless finished surface suitable to receive paint or tile, as appropriate. Provide all necessary trim and edge beads. Provide moisture resistant gypsum board in all areas to receive tile and in all toilet rooms. Provide fire resistance rated gypsum board where required. All fire resistance rated gypsum wall board must be labeled by an approved independent testing laboratory and installed per testing laboratory instructions.

3.4.3.2 INTERIOR WALL FINISHES

Provide new interior wall finishes as described below. Submit data sheets, color, and pattern of all wall finishes for review and approval.

3.4.3.2.1 INTERIOR PAINT

Paint all interior walls with a minimum of two coats of latex paint over compatible primer. Paint must be lead free, water resistive and open to vapor diffusion. All paint must be low VOC and washable after drying. Patch and repair existing plaster and gypsum wall board as needed. Approximately 5% of the existing wall surfaces require significant repair.

3.4.3.2.2 CERAMIC WALL TILE

Provide glazed ceramic wall tiles from floor to a height of 2 meters above floor in all toilet and bathrooms. Protect all walls in toilet and bathrooms with elastomeric waterproofing membrane half meter high above floors. Provide ceramic wall tiles on window sills in all rooms / areas to receive ceramic wall tiles.

Install tiles according to manufacturer’s instructions with appropriate grout-filled joints.

3.4.3.3 CEILINGS

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Provide new ceilings as described below. Install ceilings to provide a clear room height in accordance with HN and local building codes, but not less than 2.5 m above finished floor surface in any room. Do not use combustible materials for ceiling construction. Submit data sheets, color, and pattern of all ceiling finishes for review and approval.

3.4.3.3.1 SUSPENDED ACOUSTIC CEILINGS

Provide new suspended acoustic ceiling in corridor 104. Acoustic tile ceilings must be level and flat. Provide and install all required components for a suspended acoustic tile ceiling system including mounting and supports of light fixtures. Ceilings must have a minimum noise reduction coefficient (NRC) of 0.70.

Integrate all light fixtures and mechanical grilles in the ceiling grid.

3.4.3.3.2 GYPSUM BOARD AND PLASTER CEILINGS

Patch and repair existing suspended gypsum board and plaster on lath ceilings with primer and paint to match existing. Approximately 5% of existing plaster ceilings have significant damage requiring new plastering.

3.4.3.4 FLOOR FINISHES

Provide new interior floor finishes as described below. Submit data sheets, color, and pattern of all floor finishes for review and approval.

3.4.3.4.1 MARBLE TILE FLOORING

Provide new non-slip marble flooring (minimum DIN 51130 Group B, R11) and baseboards to match existing flooring in room 115. Refer to concept plans for locations of new flooring. Protect marble tile flooring in wet rooms/areas with elastomeric waterproofing membrane on the concrete slabs and turn up half meter high above floor. Tiles wet rooms/areas must have a minimum slip resistance of Group B/R11. Tiles must be size to match existing (approximately 30 mm x 30 mm) with joints of 3mm width. Fill joints with water resistive grout. Do NOT fill joints between wall and floor with grout, but with permanent elastic silicone.

Color of grout and silicone must match. Install proofing layer suited for the application. Install marble tile baseboards in all rooms that receive tile flooring but not wall tile.

3.4.3.4.2 TERRAZZO FLOORING

Refresh and polish existing terrazzo flooring in corridors (rooms 101, 102, 103, and 104 in concept floor plans). Existing terrazzo flooring is in generally good shape, with some patching required in approximately 5% of the corridor floor area.

3.4.3.4.3 WOOD FLOORING

Refinish existing wood flooring in rooms indicated on the attached conceptual floor plans. Some rooms in the building have wood flooring indicated to be demolished – salvage wood flooring from these rooms for use in replacing wood slats in rooms with damaged wood flooring. Any flooring that is not used to replace damaged or missing flooring must be turned over to the building occupant for storage and use in future work as needed. Approximately 5% of the wood flooring in the rooms with existing wood flooring to remain requires either replacement or significant refinishing. After wood flooring has been replaced as needed, sand and refinish all wood floors.

Provide new wood flooring to match existing in the new conference room (room 109).

3.4.3.5 INTERIOR DOORS

Provide new single wooden doors and wood frames to match existing historic doors for new doors in office spaces and corridors – specifically, the doors connecting the following rooms must match existing historic wood doors: rooms 114&115, rooms 103&105, rooms 103&109, and rooms 103&106. Provide new single wood doors and metal frames for doors connecting conference room to break room and for doors into

25-Sep-24 Page 12 of 31 bathrooms. All hardware must meet the fire rating assemblies for the doors and frames. Provide standard door 45mm thickness. Provide moisture resistant doors and door frames for all bathrooms and kitchens. Paint all interior doors and frames using one coat primer and two coats of a finish paint. Submit color for review and approval.

3.4.3.5.1 DOOR HARDWARE

All hardware must be heavy-duty and have a brushed chrome finish. Install all hardware in accordance with the manufacturer’s instructions. All doors into toilet and bathrooms must have solid kick-plates on both sides.

Each door must have the following additional hardware as a minimum:

a. Three hinges on each leaf;

b. One floor or wall mounted doorstopper, as appropriate;

c. Lever latch handles;

d. Fully mortised lockset compatible with existing keying system;

e. Fully adjustable hydraulic door closer;

f. Door coordinator on all door pairs; and

g. Acoustic gasketing, as required.

All doors must have a mortise lockset. All locksets must be keyed to one master key system. Provide panic hardware and smoke tight fire rated doors in egress routes as required by the Host Nation Life Safety Code.

3.4.3.6 BATHROOM AND TOILET ACCESSORIES

Provide bathroom and toilet accessories as described below. All bathroom and toilet accessories must be made from corrosion resistant materials and have corrosion resistant, concealed fasteners. All bathroom and toilet accessories made from the same material must be finished to match. For toilet and plumbing fixtures, see Section 6.0 MECHANICAL. Submit data sheets and color/finish for all bathroom and toilet accessories for review and approval.

3.4.3.6.1 TOILET ROOM MIRRORS

Provide mirrors of 6 mm minimum thickness over each sink. Size must be approximately 450 x 800 mm (width x height). Securely fasten mirrors to the wall using mechanical fasteners through a steel frame. Do not hang or hook mirrors.

3.4.3.6.2 TOILET ROOM SHELVES

Provide one commercial grade, heavy-duty stainless steel shelf below each toilet room mirror. Toilet room shelves must be wall mounted with mechanical fasteners.

3.4.3.6.3 SOAP HOLDER

Provide one metal soap holder for each sink. Soap holder must be surface mounted with mechanical fasteners.

3.4.3.6.5 TOILET TISSUE DISPENSER

Provide one, two-roll metal toilet tissue dispenser at each toilet. Toilet tissue dispenser must be surface mounted with horizontal dispensing.

3.4.3.6.6 PAPER TOWEL DISPENSER

Provide one metal paper towel dispensers with capacity of 450 C-fold paper hand towels in each toilet room. Paper towel dispensers must be surface mounted with horizontal dispensing.

3.4.3.6.7 SANITARY NAPKIN RECEPTACLE

Provide one metal sanitary napkin receptacle at each toilet in all toilet rooms.

Receptacles must be designed for surface mounting. Sanitary napkin receptacle must be capable of accepting reusable liners. Mount within reaching distance for a person seated on the toilet.

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3.4.3.6.9 WASTE RECEPTACLE

Provide steel waste receptacles in each toilet and bathroom. Receptacles must be designed for surface mounting or free standing, painted, with reusable liner.

Capacity must be not less than 20 Liters.

3.4.3.7 CASEWORK

Provide the following casework. Provide samples of all materials and colors for approval.

3.4.3.7.1 BUILT-IN KITCHENETTE

Provide built-in kitchenette as indicated on attached drawings. Coordinate with other engineering disciplines to provide utilities for all required equipment. At a minimum, the kitchenette must include the following:

a. Built-in base cabinets with drawers and adjustable shelves;

b. Countertops;

c. Self-rimming stainless steel sink with drainboard;

d. Clear space and utility connections for] one (1) refrigerator (230 liter refrigerator capacity + 70 liter freezer capacity);

3.4.3.7.2 BASE CABINETS

Provide base cabinets constructed from laminate-clad medium density fiberboard (MDF). All built-in cabinet materials must be formaldehyde-free and resistant to chemicals (no negative change of color). Configure base cabinets with one drawer over each door. Base cabinets must be a minimum of 600 mm deep. Except in base cabinets under sinks, provide two shelves in all base cabinets. Install false fronts in lieu of drawers at base cabinets under sinks. Construct all base cabinets with a toe base. Attach drawers to telescoping rails with ball bearing slides and silent stops that allow full drawer depth to be pulled from base cabinets. Provide doors with concealed hinges. Provide drawer and door pulls constructed form a corrosion resistant metal. All pulls must be a minimum of 300 mm long. Provide filler panels as required. Anchor base cabinets to floor and wall.

3.4.3.7.3 COUNTERTOPS

Provide countertops constructed from solid surface polymer. Countertops must be minimum 40mm thick. Provide minimum 100 mm x 15 mm back and side splashes on all countertops adjacent to walls. Countertops must have a 20 mm overhang. Coordinate openings in countertops for sinks, refer to Section 6.0 MECHANICAL. Coordinate height of base cabinetry with thickness of countertops to provide 900 mm finished height at countertop.

3.4.5 SIGNAGE

Provide all signage in accordance with Host Nation standards.

3.4.5.1 INTERIOR SIGNAGE

Provide interior signage as described below.

3.4.5.1.1 INTERIOR DEDICATION PLAQUE

Provide a dedication plaque approximately 600 mm wide x 450 mm high fabricated from powder coated aluminum with permanent printed 18 mm high, “Arial” font letters as indicated below. Adhesive applied images or text are not acceptable.

Provide the emblem of the United States European Command between two flag emblems, one flag of the United States of America and one of the Republic of Croatia.

Plaque location and mounting height to be directed by the KO.

The exterior dedication plaque must have text similar to the following in both English and the Host Nation language: “The Reconstruction of the Split Maritime Crisis Coordination and Training Center was accomplished as a partnership between

25-Sep-24 Page 14 of 31 the people of the United States of America and the people of the Republic of Croatia, with support from the United States European Command and the Office of Defense Cooperation, U.S. Embassy Republic of Croatia and the Ministry of Sea, Transportation and Infrastructure in Split.” Provide the year of project completion below the text. Coordinate the final dedication plaque verbiage and graphics with the KO prior to procuring the sign.

See attached dedication plaque template for reference.

3.4.6 FINAL CLEAN-UP

Clean all areas impacted by the work under this project. This includes all rooms where renovation work was completed and all circulation paths (corridors, vestibules, etc.) leading to work areas from building entrances. Follow the cleaning instructions provided by the manufacturers for all building material and equipment. Follow the application instructions provided by all cleaning agent manufacturers. Provide all devices and tools required for the performance of the work to include all necessary additional scaffolding and ladders. Remove all temporary protective coatings left in place during construction. Liquid cleaners must not contain any volatile organic content (VOC).

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4.0 STRUCTURAL

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5.0 ELECTRICAL & COMMUNICATIONS

5.0.1 GENERAL

This section includes requirements for the design, procurement, installation, and testing of a complete electrical power system. Provide a complete design and perform all labor and provide all materials, equipment, machinery, supervision, and any other items necessary to complete the electrical systems.

Electrical design must conform to the design criteria, standards, codes, and locally accepted equivalent host nation practices. Specially selected design products must have been proven reliable and trouble-free in commercial service locations for two years and longer in an environment similar to that of the project site.

5.0.2 APPLICABLE DESIGN CRITERIA

Project design must be in accordance with the requirements outlined in Section 1.7

DESIGN CRITERIA.

The electrical installation must be designed and constructed to comply with Local National Codes and Standards. Performance standards where more stringent must be based on applicable US codes and criteria and specific facility operational requirements.

International Electrical Commission Publications I.E.C.:

IEC 60309 Standard for plugs, socket-outlets, and couplings for industrial purposes IEC 60144 Degrees of protection of enclosures for low voltage switchgear and control gear IEC 60227 Polyvinyl chloride insulated cables of rated voltages to and including 450/750V IEC 60423 Outside diameters of conduits for electrical and threads for conduits and fittings IEC 60454-1-3 Specifications for pressure-sensitive adhesive tapes for electrical purposes

IEC 60614 Specification for conduits for electrical installations IEC 61537 Cable Tray Systems and Cable Ladder Systems for (2001) Cable Management IEC 61439 Low-Voltage Switchgear and Control-gear Assemblies IEC 60331-21 Insulation integrity for 180 minute IEC 60081 Tubular fluorescent lamps for general lighting service IEC 60082 Ballasts for tubular fluorescent lamps IEC 62305 Lightning Protection System IEC 62548 Photovoltaic (PV) Arrays Design Requirements IEC 62612 Self-ballasted LED Lamps for General Lighting Services with

Supply voltages > 50V

5.0.3 SD-03 PRODUCT DATA

The following product data must be submitted and accepted by the KO prior to installation and commencement of required feature of work:

a. Metal Tubing

b. Conduit Fittings

c. Conductors

d. Outlet and splice boxes

e. Receptacles

f. Toggle Switches

g. Panel board

h. Circuit Breakers

i. Terminal Cabinets

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j. Disconnect Switches

k. Conduits

l. Surface Metallic Raceway

m. Lighting Fixtures, including Ballasts and Lamps

5.0.4 SD-02 SHOP DRAWINGS

Submit the following to the KO during construction:

a. Panel boards

b. Circuit Breakers (to be submitted together with Item a)

c. Panel board Accessories (to be submitted together with Item a)

5.0.5 SD-06-09 FIELD TEST REPORTS

a. 600V Wiring Test

b. Grounding System Test

c. GFI Interrupter Test

d. Lighting

5.0.6 DRAWINGS AND DESIGN ANALYSIS

The following electrical detail drawings must be provided as required by the statement of work and are subject to the approval of the KO. Provide the following drawings and analyses of each of the listed submittals:

65% Design Submittal

a. Legend and Abbreviations.

b. Electrical Site Plan(s).

c. Demolition plan(s), showing existing conditions and demolition work.

d. Single line diagrams for the building electrical system.

e. Power Plan(s) showing locations of MDP’s (Main Distribution Panels), SDP’s

(Sub-Distribution Panels), transformers, wire ways, power receptacles, ground bars, and electrical connections for mechanical and other equipment.

Circuit information must be shown.

f. Lighting Plan(s) showing fixture layouts, Fixture schedule, emergency fixtures, controls, circuiting, and exit signage.

g. Grounding floor plan(s) and risers.

h. Panel schedules.

i. 65% Design Analysis (DA) including electrical calculation package.

95% Design Submittal

a. All requirements for the 65% submittal, updated per comments from the 65% review meeting.

b. Additional plans and Risers.

c. 95% Design Analysis.

d. Specifications detailing materials, equipment and installation methods.

100% Design Submittal

a. All requirements for the 95% submittal, updated per the comments for the 95% review meeting.

5.0.7 ELECTRICAL DESIGN ANALYSIS

Provide a design analysis for each design phase of the project. Provide the following minimum information:

a. Voltage drop calculations.

b. Lighting calculations including both general and emergency lighting.

c. Electrical design narrative describing electrical design components and changes and decisions completed from each design reviews.

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d. Catalog cut sheets for cables, light fixtures, MDP, subpanels, circuit breakers, and other unique equipment.

5.1 ELECTRICAL SCOPE

Provide electrical systems design for the reconstruction of maritime crisis coordination and training center in Split, Croatia. The design must include all essential infrastructure, equipment, and connections necessary to constitute a comprehensive and fully functional system comprising the following components:

interior electrical distribution systems, lighting, and controls.

5.2 DEMOLITION

Demolition includes the following and areas defined in this document:

a. interior lighting system and associated controls for the renovated areas.

Disconnect, remove, and dispose of all accessible unused electrical wiring/cabling and equipment involved under this project. Demolished material must be hauled away and disposed of properly.

5.3 ELECTRICAL POWER SYSTEMS

5.3.1 ELECTRICAL SERVICE

The existing electrical service consist of 400/230V (3-phase, 50Hz, TN-S) and will not be modified.

5.3.2 EXTERIOR POWER

Not part of the scope

5.3.3 INTERIOR POWER

Reuse existing lighting circuits to the maximum extent, in situations when is not possible to reuse the existing circuit, the lighting circuit must be modified, replaced or extended to provide power for all the new lighting. Provide required electrical circuits and equipment connections for the kitchenette equipment and new hvac system.

Size circuit breaker interrupting ratings based on the available short circuit current; however, do not select circuit breakers less than 10 kA symmetrical interrupting rating for voltages 240V and below and 14 kA symmetrical interrupting rating for 400V applications.

Molded Case Circuit Breakers (MCCBs) must be used generally within the Low Voltage (LV) distribution system. Circuit breakers must be of one common manufacturer.

Breakers must comply with Host Nation requirements and the following:

a. Sized for a minimum of 125% of the demand load they serve for future growth.

b. Expandable and must have a minimum spare space of approximately 25%.

c. Fully rated for the available fault current and furnished with main circuit breakers full sized bolt-on branch breakers, insulated neutral busses and bonded equipment-grounding busses.

Cable installation throughout the facility must be recessed mounted (under plaster or above ceiling). Cables for receptacle and lighting circuits must be plastic coated cable as required by Host Nation codes and standards for the facility type.

Maximum voltage loss for any branch circuit must be 3% and for a feeder must not be more than 2%. The minimum cross sections of the cables must be 125% of the required maximum load. The cross-section must not be less than 1.5 mm² for lighting circuits, and 2.5 mm² for electrical outlets. These minimum cable sizes may need to be increase in size to stay within the voltage drop requirements.

Calculations and design analysis must be provided for all circuits.

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All receptacle and lighting circuits must be connected to 230-volt, single-phase power. Separate lighting and power outlet circuits must be provided. Do not connect lighting to power circuits and do not connect outlets/power items to lighting circuits.

5.4 LIGHTING

Provide a new energy efficient, Solid-State Lighting (SSL)/ LED lighting systems for all areas identified as part of this renovation project. Reduce energy consumption by using energy efficient technologies, maintaining effective illuminance levels, and implementing control strategies.

Reduce maintenance by technology selection, reducing equipment quantities, and implementing controls strategies. Select light sources, drivers, and controls that are rated and warranted for long useful lives to increase the amount of time between maintenance cycles.

Uniformly illuminate the task plane as well as room surfaces to avoid shadows or distracting patterns of light. Avoid large, backlighted translucent surfaces such as floors or walls that may be disorienting, especially for people with vision impairments.

Color Temperature Provide light sources with a correlated color temperature (CCT) of no greater than 4100 K as stated on the manufacturer’s luminaire information sheet for all interior spaces.

Color Rendering Index Use LED light sources with a color rendering index (CRI) of 80+ for all interior applications to accurately render the color of accent walls, architectural features, and artwork. In many high and low bay applications, a CRI of 70+ is acceptable unless a higher CRI is required for the task occurring in the space.

Drivers Provide lighting systems with accessible and replaceable drivers. Prioritize drivers that are integral to the luminaire. Use dimmable drivers compatible with standard dimming control circuit of 0-10V, DALI dimming, or DMX dimming. All dimming protocols must comply with cybersecurity requirements.

5.4.1 INTERIOR LIGHTING

Provide a new energy efficient, Solid-State Lighting (SSL)/ LED lighting systems for all interior lighting.

Illumination level Requirements:

Area Illuminance (Lux) Controls Conference room 300 Manual ON with automatic full OFF after 20 minutes of vacancy. With dimmer capabilities.

Command and control 300 Manual ON/OFF lobby 100 Manual ON with automatic full OFF after 20 minutes of vacancy.

office 300 Manual ON with automatic full OFF after 20 minutes of vacancy.

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Manual ON, Automatic OFF after 20minutes of vacancy

5.4.1 Emergency lighting

Egress lighting must be provided in the exit access areas (corridors leading from occupied spaces to an exit), exits, and exit discharges. Egress illumination must be continuous and arranged so that failure of any single egress lighting unit must not leave any area in darkness or less than 2 lux. Exit light must be furnished with a battery to provide lighting also during a common power voltage drop out.

The capacity of the integrated battery must feed the lamp for 60 min. These exit fixtures should be connected to regular lighting circuit. In general spaces, emergency lights must be wired to be able to be switched off with the normal grouping of lights and only function when there is loss of power. All doors leading to the corridor or to the outside must have Exit signs.

Emergency lighting units and exit signs must be LED.

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6.0 MECHANICAL & PLUMBING

The services covered by this section include all labor, material supplies, equipment, and incidental work required for the design, installation and testing of all heating, air conditioning, ventilation, and plumbing systems to provide support for the Reconstruction of MCCTC in Split, Croatia. The contractor shall perform design and construction services as required to provide a complete and usable facility.

The mechanical design and construction shall be coordinated with all other trades.

The mechanical systems and equipment shall be permanent construction. The contractor shall reference applicable Host Nation laws, codes and standards for design, except when specifically noted in this scope of work. The designer shall reference the architectural description and perform site surveys to determine mechanical equipment capacities, locations, sizing constraints, fixture quantities and other relevant design and construction requirements when not stated in this mechanical section.

All mechanical systems shall be designed and provided in accordance with the criteria provided herein, and with the minimum standards specified in the applicable referenced codes. Should conflicts occur between the criteria provided and the codes, the more stringent requirements shall govern.

6.1 GENERAL OVERVIEW

Project to provide a new Ductless Split System Heat Pump within Conference 105, insulate existing copper refrigerant piping in Corridor 104, and demolish existing plumbing fixtures and associated piping within restrooms, and provide new plumbing fixtures and associated piping within the renovated restrooms.

6.2 TECHNICAL CRITERIA & STANDARDS REFERENCE

Project design shall be in accordance with the requirements outlined in Section 1.7.

HOST NATION STANDARDS:

To Be Determined by Designer of Record

In the absence of Host Nation Building Codes the Contractor shall use the International Building Codes (IBC) and/or the following U.S. Codes and Technical Standards and regulations:

INTERNATIONAL CODE COUNCIL (ICC):

ICC - International Building Code (IBC) ICC - International Plumbing Code (IPC) ICC - International Mechanical Code (IMC) ICC – International Existing Building Code (IEBC)

6.3 GENERAL REQUIREMENTS

6.3.1 SUSTAINABILITY

The Contractor shall provide a sustainable design that considers the energy and environmental impacts of operating and maintaining the building. All designs, drawings, and specifications shall specify material and systems that reduce the need for maintenance, and/or require less water, energy, and toxic chemicals and cleaners to maintain.

6.3.2 EQUIPMENT SELECTION

Equipment shall be selected based on calculated design values, manufacturer recommendations, and accepted engineering practice. All equipment shall be designed and installed in accordance with the equipment manufacturer’s clearance recommendations for operations and maintenance. Required maintenance access areas shall be shown on the design drawings.

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All materials and equipment shall be the standard cataloged product of manufacturers regularly engaged in production of such materials and equipment and shall be the manufacturer’s latest standard design. All mechanical components, including all equipment, piping, and ducts shall be new. Previously installed or used equipment is not acceptable. Contractor shall only select materials and equipment that is readily available in the area.

The Contractor shall document all demolished and removed material and equipment as well as newly installed material and equipment. The detailed documentation of demolished and installed material and equipment shall be provided in the project turn over information to the Contracting Officer (KO) and user/owner.

6.3.3 STRUCTURAL LOADING

Mechanical system design, equipment selection and placement must consider the allowable structural loading of the floors and roof. Designer is responsible for evaluating the structural capabilities of the building and ensuring that design loads are not exceeded.

6.3.4 NOISE AND VIBRATION

Quiet and vibration free operation of all equipment is a requirement of this installation. The design of the mechanical systems shall comply with Host Nation standards. In the absence of Host Nation standards ASHRAE Handbook – Applications (Chapter 48 in 2015 edition) recommended standards shall be used to minimize noise to occupied spaces.

6.3.5 MECHANICAL PENETRATIONS

All penetrations required to install the mechanical systems shall be provided. The annular space around penetrations is to be sealed and finished to match surrounding surface. Any penetration through a fire rated wall shall be fire stopped to match the fire rating of the penetrated wall.

Provide one piece or split hinge metal escutcheons plates for piping entering floors, walls, and ceilings in exposed spaces. Provide chromium-plated on copper alloy plates or polished stainless-steel finish in finished spaces. Provide paint finish on plates in unfinished spaces.

Provide sleeves where piping passes through walls, floors, roofs, and partitions.

Secure sleeves in proper position and location during construction. Provide sleeves of sufficient length to pass through entire thickness of walls, floors, roofs, and partitions. Provide not less than 7 mm space between exterior of piping or pipe insulation and interior of sleeve. Sleeves will be steel pipe or schedule 40 PVC plastic pipe. Sleeves are not required where drain, waste, and vent (DWV) piping passes through concrete floor slabs located on grade. Core drilling of masonry and concrete may be provided in lieu of pipe sleeves when cavities in the core-drilled hole are completely grouted smooth. Firmly pack space with insulation and caulk at both ends of the sleeve with plastic waterproof cement which will dry to a firm but pliable mass or provide a segmented elastomeric seal.

6.3.6 PIPING

All newly installed piping shall be new. Piping shall be concealed except in mechanical rooms, unless specifically stated otherwise in the Statement of Work.

No piping shall be routed through communications, elevator machine or electrical rooms.

Access panels/doors shall be provided for valves and appurtenances where concealed. All panel locations and sizes shall be indicated on the design drawings. Panels shall be clearly labeled in Host Nation language as to the system

25-Sep-24 Page 23 of 31 and function. Access panels shall be provided for access to mechanical…