AM-0001_01 10 10_SOW.pdf

US Army Corps of Engineers Europe District

APO AE 09049

ur07

Statement of Work Project Number:

Project Number IEU-20-0041, Fiscal Year 2020 NGU Stare IIMTC Barracks/Training Facility

International Interagency Multifunctional Training Center Stare, Ukraine

Prepared by:

Design Section

Engineering Branch

04 15 OCTOSEPTEMBER 2020

01 10 10 Statement of Work NGU Stare IIMTC Barracks/Training Facility, Ukraine

21-Oct-2015-Oct-20 Page 2 of 46

SECTION 01 10 10

STATEMENT OF WORK

SECTION TABLE OF CONTENTS:

1 GENERAL

2 CIVIL AND GEOTECHNICAL (Not applicable)

3 ARCHITECTURAL

4 STRUCTURAL

5 ELECTRICAL & COMMUNICATIONS

6 MECHANICAL

ATTACHMENTS

Attachment # 1 Location Map Attachment # 2 Conceptual Site Plan Attachment # 3 Architectural Drawings Attachment # 4 Conceptual Dining Facility Layout Attachment # 5 Dining Facility Equipment List Attachment # 6 Concept Internal Electrical Distribution Attachment # 7 Structural Calculation Guidelines Attachment # 8 Conceptual Thermomechanical (TM) Boiler System Design Attachment # 9 Conceptual Heating & Ventilation Systems Design Attachment # 10 Conceptual Ventilation Electrical & Controls Design Attachment # 11 Conceptual Plumbing & Sanitary Design Analysis Attachment # 12 Conceptual Plumbing & Sanitary Systems Design Attachment # 13 Conceptual Domestic Hot Water System Design Attachment # 14 Dedication Plaque Attachment # 15 Technical Description of the Telecommunications system

1.0 GENERAL

1.1 PROJECT DESCRIPTION

The Request for Proposal (RFP) provides parameters for a design-build project for the design and construction of interior work and systems of a three (3) story Bldg., which will be located on the International Interagency Multifunctional Training Center Campus, near Stare, Ukraine; Latitude N 50° 07' 12.8", E 31° 02' 33.4". (See Attachment #1-Location Map.)

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

a. Provide all interior work, building surfaces, systems and features as described in this document.

NOT PART OF THIS PROJECT is/are:

- The building envelope with exterior doors, windows and exterior façade finishes,

- the complete roof,

- all structural systems,

- interior partition walls,

- stair flights and handrails / guard rails,

- kitchen equipment,

- furniture and furnishings,

- exterior stairs,

- canopies,

- civil work and features,

- exterior utilities and site features.

21-Oct-2015-Oct-20 Page 3 of 46

Close coordination is an essential MUST between the contractor who provides the “core and shell”, which is NOT part of this contract and THIS project’s contractor.

1.2 GENERAL REQUIREMENTS

The Contractor must deliver fully functional, turnkey type facilities (without furniture) as described in this document. The work includes - but is not limited to

- design, demolition, fabrication, delivery, installation, construction, and site work. The facility and the installed equipment must be permanent construction.

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

As per existing conditions and Architectural Drawings attached.

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 in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

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 Specification Section 01 33 16 DESIGN AFTER AWARD. The milestones for this project are indicated

21-Oct-2015-Oct-20 Page 4 of 46 above in Section 1.4 SUBMITTALS. The specific requirements of each milestone are described in each discipline-specific section of this Specification.

1.4.2 TEST REPORTS

Provide all test results and reports identified in this SOW to the Government as a submittal in accordance with Specification 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 Contracting Officer (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

Construction must have an expected life span of 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, site facilities, 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 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.

21-Oct-2015-Oct-20 Page 5 of 46

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

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 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.

1.8.2 PROTECTION OF WORK AREA

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.

END OF SECTION

21-Oct-2015-Oct-20 Page 6 of 46

2.0 CIVIL AND GEOTECHNICAL

3.0 ARCHITECTURAL

3.1 PROJECT DESCRIPTION

Provide and perform architectural design and construction services to provide a complete, accessible, functional, and usable building.

Provide all interior surfaces, construction, features and systems, as described in this document.

Extensive coordination is required between the architectural work and the structural, fire protection, mechanical, and electrical requirements of this project.

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 as well as in the existing building. 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. A notional design has been attached for reference. The notional 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 Section 01 33 16 DESIGN AFTER AWARD and Section 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 life safety requirements.

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, slits and core drillings required.

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

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

f. 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.

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

h. 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 and final 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:

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

21-Oct-2015-Oct-20 Page 7 of 46

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

c. Section and Plan Details – Provide details of critical building intersections.

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

e. Stair Section and Details.

f. Finish Schedule – Indicate all proposed finishes.

g. 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.

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

3.1.2.4 100% 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.

3.2.1 LIFE SAFETY REQUIREMENTS

The Design must meet all Host Nation and local Fire Suppression System codes and requirements.

All structures to be provided must have exits and means of egress that comply with current Host Nation codes and standards.

In the absence of Host Nation codes and standards, for individual concerns of Life Safety the Contractor must follow appropriate US codes and standards, including the NFPA 101 Life Safety Code.

3.2.2 HANDICAPPED ACCESSIBILITY REQUIREMENTS

All facilities must meet applicable Host Nation handicapped accessibility requirements.

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. The Contractor may propose alternate building materials 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, the Contractor must provide documentation demonstrating that a chosen alternative material is life cycle cost effective.

3.4 DETAILED SCOPE OF WORK

The Contractor is responsible for the following specific tasks required for the construction of this facility.

3.4.1 DEMOLITION

Demolition of architectural systems is not required, however: Slits, core drillings and penetrations must be provided for utilities and technical systems.

21-Oct-2015-Oct-20 Page 8 of 46

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. 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

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

3.4.2.2 ACOUSTICAL DESIGN

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

3.4.3 EXTERIOR CONSTRUCTION WORK

All exterior construction work is covered under a separate project and is not part of this project, except where penetrations and openings through the exterior envelope of the building are required by this project, the contractor must carefully provide these penetrations and openings, seal and water proof the opening and patch and paint the exterior finished surface to match existing in texture, material and color.

3.4.4 INTERIOR CONSTRUCTION WORK

Provide the following interior architectural systems.

3.4.4.1 INTERIOR WALL FINISHES

Provide new interior wall finishes as described below and per attached “List of rooms finishing”, part of attached drawings (Attachment #3, sheet 5). Submit data sheets, color, and pattern of all wall finishes to the KO for review and approval.

3.4.4.1.1 INTERIOR WATER BASED PAINT

Prepare surfaces to be smooth and even. Paint all interior walls – indicated in attached “List of rooms finishing” - with a minimum of two coats of paint over compatible primer. Paint must be lead free, water resistive when dry and open to vapor diffusion. All paint must be low VOC and washable after drying.

3.4.4.1.2 INTERIOR OIL BASED PAINT

Prepare surfaces to be smooth and even. Paint all interior walls – indicated in attached “List of rooms finishing” - with a minimum of two coats of high gloss, washable paint over compatible primer. Paint must be lead free, water resistive when dry and open to vapor diffusion. All paint must be low VOC and washable after drying.

Also paint guard rails and handrails in interior staircases.

3.4.4.1.3 CERAMIC WALL TILE

Provide glazed ceramic wall tiles from finished floor up to 2,1m above in all rooms indicated in attached “List of rooms finishing”. Protect all walls in toilet and bathrooms with elastomeric waterproofing membrane half meter high above floors and to full room height behind showers and at shower side walls. 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.

At all exposed corners, provide powder coated aluminum corner protection rails in the color of the grout.

3.4.4.2 CEILINGS

Provide new ceilings as described in attached “List of rooms finishing”, part of attached drawings. 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

21-Oct-2015-Oct-20 Page 9 of 46 surface in any room. Do not use combustible materials for ceiling construction.

Submit data sheets, color, and pattern of all ceiling finishes to the KO for review and approval.

3.4.4.2.1 GYPSUM BOARD CEILINGS

Provide suspended gypsum board ceilings with primer and paint. Gypsum board ceilings must be level and flat and appear seamless once finished. Provide all necessary trim and edge beads. Coordinate location of light fixtures and mechanical grilles. Provide moisture resistant gypsum board ceilings (indicated in attached “List of rooms finishing”) in all rooms like kitchen, bathrooms, shower and other rooms where moisture will be higher than in ordinary office or sleeping rooms. Provide multiple layers of gypsum board as necessary to meet required acoustic and/or fire resistance ratings IAW manufacturer's guidelines. Provide fire resistance rated gypsum board where required. All fire resistance rated gypsum board must be labeled by an approved independent testing laboratory and installed per testing laboratory instructions.

3.4.4.2.2 EXPOSED CONCRETE CEILINGS

Paint all exposed concrete ceilings as indicated in attached “List of rooms finishing”. Provide a minimum of two coats of paint over compatible primer. Refer to Section INTERIOR PAINT for additional requirements.

3.4.4.3 SCREED AND FLOOR SLABS

Provide complete floor setup from structural slabs and ceilings up, to include thermal insulation and floating cement screed as well as proofing layers and materials in all rooms / areas as indicated in attached “Flooring schedule”, part of attached drawings.

Provide sloping screed with minimum 1% slope to floor drains indicated in mechanical section. Minimum thickness of screeds must be met at the lowest point.

3.4.4.4 FLOOR FINISHES

Provide new interior floor finishes as indicated on the attached “Flooring schedule”, part of attached drawings and described below (Attachment #3, sheet 30). Submit data sheets, color, and pattern of all floor finishes to the KO for review and approval.

3.4.4.4.1 CERAMIC TILE FLOORING

Provide new non-slip ceramic tile flooring as indicated on the attached “Flooring schedule”. Provide ceramic tile flooring in wet rooms/areas with elastomeric waterproofing membrane on the concrete slabs and turn up half meter high above floor.

Tiles must be laid with joints of 3-5mm 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 ceramic tile baseboards in all rooms that receive ceramic tile flooring but not ceramic wall tile.

3.4.4.4.2 NON-SLIP RESILIENT FLOORING

Provide new non-slip Linoleum flooring and baseboards. Welded sheets at seems.

Flooring must be heavy duty suitable for office use. Provide where indicated in attached “Flooring schedule“. Color and pattern must be consistent through the entire thickness of the flooring sheet.

3.4.4.4.3 POLISHED CONCRETE FLOORING

Provide polished concrete flooring as indicated in attached “Flooring schedule”.

Concrete must be sanded and polished with special terrazzo flooring polishing machine to provide a smooth, level and even surface with no cracks or visible and tactile changes in levels.

3.4.4.4.4 INTERIOR ENTRANCE GRATING

Provide interior entrance gratings at all main entrance doors. Entrance gratings must be recessed, heavy duty type designed for easy removal for maintenance and

21-Oct-2015-Oct-20 Page 10 of 46 cleaning. Provide manufacturer’s standard entrance grating system made from corrosion resistant metals with slip resistant surface. Provide all accessories including cast-in-place frames, supports, and fasteners. Recess slab as required so that walking surface of entrance grating is flush with the finish floor of the building interior.

3.4.4.5 INTERIOR DOORS

Provide new steel doors and steel frames. 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 kitchen rooms. All doors must be factory-finished. Submit color for review and approval by the KO.

Refer to attached drawings for additional information.

3.4.4.5.1 DOOR HARDWARE

All hardware must be heavy-duty and have a brushed chrome finish. Install all hardware in accordance with the manufacturer’s instructions.

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;

e. Fully adjustable hydraulic door closer;

f. Door coordinator on all door pairs;

g. Panic push bar in compliance with Host Nation criteria on each leaf, as required;

h. Acoustic gasket, 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 Life Safety Code.

3.4.4.6 INTERIOR WINDOW ACCESSORIES

Provide the following accessories on all windows.

3.4.4.6.1 INTERIOR WINDOW SILLS

Provide laminated interior window sills at all windows except walls with ceramic tiles. In tiled walls, provide window sills with ceramic wall tiles and powder coated aluminum corner protection rails in color to match grout.

3.4.4.6.2 WINDOW COVERINGS

Provide a surface mounted curtain rod over all windows. Curtain rod must be steel or aluminum and be adequately sized to span the window without sagging once curtains have been installed.

3.4.4.7 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. Dimensions and mounting locations must meet local code requirements. Submit data sheets and color/finish for all bathroom and toilet accessories to the KO for review and approval.

3.4.4.7.1 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.

3.4.4.7.2 TOILET ROOM SHELVES

21-Oct-2015-Oct-20 Page 11 of 46

Provide one commercial grade, heavy duty stainless steel shelf below each toilet room mirror (same with as mirror) and in each shower, above the towel bar(s). Toilet room shelves must be wall mounted with mechanical fasteners.

3.4.4.7.3 SOAP HOLDER

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

3.4.4.7.4 TOILET PARTITIONS

Provide solid polymer toilet and urinal partitions where indicated in attached floor plans. Partition panels must be a minimum of 1.83 meters tall and sit a maximum of

0.37 meters above the finished floor. Provide all accessories, bracing, and fasteners required for fully functional partitions. Fittings and fasteners must be stainless steel. Wall and floor mount partitions as required for a structurally sound system.

Provide one stainless steel double garment hook on the inside of each door. Toilet partitions must be compatible with all toilet accessories provided.

3.4.4.7.5 TOILET TISSUE DISPENSER

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

3.4.4.7.6 TOWEL BAR

Provide one surface mounted metal towel bar opposite or next to each shower and next to each sink in toilet rooms. Towel bar must be sized to fit two hand towels.

3.4.4.7.7 SANITARY NAPKIN RECEPTACLE

Provide one metal sanitary napkin receptacle at each toilet in all women’s 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.

3.4.4.7.8 GARMENT HOOKS

Provide heavy duty, commercial grade, stainless steel double-hooks. Unless indicated otherwise, mount garment hooks on the inside of each toilet cubicle door at a minimum.

3.4.4.7.9 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.

3.4.4.7.10 SHOWER CURTAIN RODS

Provide stainless steel shower curtain rods at each shower. Shower curtain rods must be wall mounted with concealed mechanical fasteners. Mount shower curtain rods 2.0 m above shower floor.

3.4.4.8 MISCELLANEOUS ACCESSORIES

Provide the following miscellaneous accessories in sizes and quantities as described below and indicated on attached drawings. Ensure all mounting surfaces have the appropriate structure for the weight and expected use of each accessory.

3.4.4.8.1 FIRE EXTINGUISHERS

Provide fire extinguishers as required by Host Nation code. Fire extinguishers must be of the ABC type, installed with labels the local language.

3.4.4.8.2 MOP RACKS

Provide stainless steel mop and broom racks in each Janitor room with a minimum of four (4) spring loaded cam holders each. Mop racks must be wall mounted with concealed mechanical fasteners.

21-Oct-2015-Oct-20 Page 12 of 46

3.4.4.8.3 BUILT IN CABINETS IN DINING ROOM

Provide built-in cabinets in dining room 114, to fill existing niches as shown in floor plan. Cabinets must have adjustable shelving (for tableware and dinnerware) and sliding doors. Doors must be factory finished laminated particle board with solid hardwood corner beads (min thickness 19mm). Doors must have an integrated handle hole with flush inserted, natural color aluminum handle cup.

Doors must be hung in heavy duty two rail sliding rails at top and guided in metal profile ab at the bottom. Hangers must have adjustable heavy duty rollers with ball bearings.

Adjustable shelving must be provided with intermediate support(s) to prevent bending and deformation of shelves. Provide one horizontal shelf board every 30cm in height.

Shelving must be same construction as described for sliding doors. Adjustable support must be factory finished, white powder coated, heavy duty metal profiles with consoles, to allow for complete removal of shelving if not required.

3.4.4.8.4 EQUIPMENT

Furnish and install all equipment specified on the attached equipment list in the locations specified on the attached equipment list. All equipment must be new, heavy-duty, conforming to a national or internationally recognized standard for commercial or institutional use. Coordinate equipment dimensions, clearances, and utility requirements (electrical power, water supply, drain, gas, exhaust, etc.) with all other trades. Provide rough-in and connect required utilities to all equipment in accordance with manufacturer specifications. Provide all plumbing, wiring, ducting, controls, fasteners, anchors, and other accessories required for equipment to operate for its intended purpose. Provide initial start-up and testing to ensure all equipment is fully operational. Provide all initial maintenance (e.g. lubrication of moving parts) required to maintain manufacturer warranty.

3.4.4.9 ELEVATORS

a) INTERIOR FOOD SERVICE ELEVATOR Provide one (1) new elevator (labeled “Hoist” on attached drawings) to meet the functional requirements of this SOW. Elevator and all components must be compliant with Host Nation Food Service Elevator Requirements. Minimum load capacity must be 250 kg. Elevator must serve two (2) stops. Elevator must be constructed in accordance with local Host Nation codes and regulations. The interior dimensions of the elevator car must be as large as possible with the shaft dimensions given.

b) EXTERIOR “SIDEWALK HOIST” Provide one (1) new elevator (labeled “Sidewalk Hoist” on attached drawings, Sheet 14 of the architectural set of drawings) to meet the functional requirements of this SOW. Elevator and all components must be compliant with Host Nation Exterior Elevator Requirements. Minimum load capacity must be 500 kg. Elevator must serve two (2) stops. Elevator must be constructed in accordance with local Host Nation codes and regulations. The interior dimensions of the elevator car must be as large as possible with the shaft dimensions given. The elevator shaft must be fully enclosed and weather protected with a housing on the outside grade level, to prevent water and snow enter the shaft and damage elevator and controls. The housing must be factory finished with corrosion protection and have doors to allow full access to the elevator car. Elevator car must allow unloading from open side (upper stop) and unloading from opposite side in the basement (lower stop). Close coordination is required to provide a weather tight housing of the elevator attached to the façade of the building. Provide interior elevator doors at the lower elevator stop.

3.4.4.9.1 ELEVATOR CONTROLLER

Elevator controller must be an open market type, non-proprietary product. Elevator controller must be located in a dedicate elevator control room or elevator machine

21-Oct-2015-Oct-20 Page 13 of 46 room. For elevators requiring remote access for maintenance, the remote access connection must be secured IAW UFC 4-010-06.

3.4.4.10.2 ELEVATOR CAB

Provide the following finishes in the elevator cab:

a. Walls: Elevator a) above: Brushed stainless steel Elevator b) above: Factory finished steel, metal grid or steel sheets per manufacturer standard.

b. Ceiling: Elevator a) above: Brushed stainless steel Elevator b) above: Factory finished steel, metal grid or steel sheets per manufacturer standard.

c. Floor: Elevator a) above: Brushed stainless steel flooring, easy to clean and meet hygienic requirements for food service elevators.

Elevator b) above: Factory finished steel, skid resistant and suited for heavy punctual wheel loads of pallet jacks and alike.

3.4.4.9.3 ELEVATOR DOORS

Car doors must have automatic operation. Car door operator equipment and circuitry must be discreet communication, serial communication is not acceptable. Provide each car door with an infra-red curtain unit to protect the full height and width of the opening. Door timing must be adjustable.

3.4.4.9.4 ELEVATOR STARTUP AND TESTING

Provide startup and testing of elevator installation. If required by local codes and regulations, Elevators must be certified for operation by a certified and licensed, independent inspection service.

3.4.4.10 SPECIAL CONSTRUCTION

Provide the following special construction in the locations described below.

3.4.4.11 EXPOSED PIPES

Paint all exposed ferrous piping. Paint system must be one coat of rust inhibitive primer and two coats of finish for all pipes that are not painted. Pipes that are already painted must be cleaned and painted with adequate coats to provide uniformity with newly painted surfaces. Finish coat paint must be an alkyd base paint. Submit data sheets and colors for all paints to the KO for review and approval.

3.4.5 SIGNAGE

Provide all signage in accordance with Host Nation standards.

3.4.5.1 INTERIOR SIGNAGE

Provide industry standard aluminum or second-surface painted acrylic signs with applied graphics. All interior signs must be of the same material and construction type, with a coordinated text and graphical appearance. Mounting height and signage must meet local codes.

3.4.5.1.1 INTERIOR ROOM SIGNAGE

Provide interior room identification signage for each room. All signs must feature the User’s logo printed on the sign plate. For room signs on offices, provide two slots for paper inserts to allow the User to readily change information such as room name and employee name. Where applicable, provide corresponding international icons/symbols on room signs (for example: toilet rooms and stairs). Surface mount signage with concealed mechanical fasteners adjacent to room entry doors.

3.4.5.2 EXTERIOR SIGNAGE

Provide exterior signage as described below. Construct all exterior signs from corrosion resistant materials appropriate for continuous exposure to the elements.

3.4.5.2.1 EXTERIOR DEDICATION PLAQUE

21-Oct-2015-Oct-20 Page 14 of 46

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. See attached dedication plaque template for reference. Plaque location and mounting height to be directed by KO.

3.4.6 FINAL CLEAN-UP

Clean the entire interior of the facility. Follow the building material and cleaning agent manufacturer's instructions. 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.

21-Oct-2015-Oct-20 Page 15 of 46

4.0 STRUCTURAL

4.1 GENERAL

The Contractor must provide and perform structural engineering design and construction services as required to provide a complete, accessible, functional and usable project.

The primary structural effort of this project includes

a. Design, construction and installation of a kitchen hoist in the existing hoist well.

b. Design and construction interior reinforced concrete pad to support mechanical and electrical equipment, includes any required bracing and anchorage.

c. Penetrations of the existing walls, floors, or roof may be required for mechanical and electrical ducts. The Contractor must evaluate the existing structural elements and create required opening in the walls, floors, and roof without jeopardizing the structural stability and structural integrity of existing building and structural elements.

d. Other elements must include but are not limited to; lateral load stability of and connection of any architectural features, and support of mechanical and electrical equipment.

The contractor must have as part of his design team a licensed structural engineer per Host Nations standards. The structural engineer’s licensure or qualifications must be submitted to the KO in the design quality control plan prior to the start of design. The Contractor’s structural engineer must be responsible for the design of any part of the building structural systems.

The structural design of the foundation, superstructure and any other structural aspects must be in accordance with the design criteria listed in this document. The superstructure of the project building and the foundation must be constructed from locally available materials. The construction must provide a minimum service life of 25 years.

4.2 APPLICABLE DESIGN CRITERIA

All Design, Safety in Construction, Materials, and Performance of Construction Services must be in accordance with current local or national Host Nation codes and standards. In absence of Host Nation codes, use 2018 International Building Code and ASCE 7-16 for structural calculations. In case of conflicting requirements between the various elements, the more stringent criteria must govern.

Any material or construction installed by the Contractor as part of this contract that does not meet the requirements of this RFP or does not meet the applicable codes and standards must be removed and replaced at the Contractor’s expense.

Structural design methods and allowable stresses or load factors for the various structural materials must be in accordance with paragraph 1.7 of this document and the following codes/criteria:

UFC 1-202-01 HOST NATION FACILITIES IN SUPPORT OF MILITARY OPERATIONS

4.3 SUBMITTALS

4.3.1 DESIGN SUBMITTALS

The contractor must provide the structural submittals after contract award in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. In addition to General Section

1.7.1 Design Submittals of this document the following documents must be submitted.

4.3.1.1 DRAWINGS & SPECIFICATIONS

21-Oct-2015-Oct-20 Page 16 of 46

The following structural detail drawings must be provided by the Contractor as required, but must conform to the requirements of this SOW and are subject to the approval of the Contracting Officer (KO). Construction drawings must include:

65% Design Submittal

a. Formwork drawings of the load bearing structure including shoring and reshoring as required (min. scale 1:50)

b. Preliminary foundation and reinforcement plan for the interior equipment pad

(min. scale 1:50)

c. Preliminary plans that shows locations and sizes of required penetrations in the walls, floors, and/ or roof.

d. Product data sheet for the kitchen hoist

e. Details of connections, bracing, and anchorage for mechanical and electrical equipment (min. scale 1:50)

95% Design Submittal

a. All items from the 65% Design Submittal requirements

b. Final foundation and reinforcement plan for the interior equipment pad (min.

scale 1:50)

c. Final plans that shows locations and sizes of required penetrations in the walls, floors, and/ or roof.

d. Complete details of connections, bracing, and anchorage for mechanical and electrical equipment (min. scale 1:50)

e. Detailed specifications that are typically sent to sub-contractors.

100% Submittal

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

b. The design criteria actually used for the structural design must be referenced in the structural notes on the drawings including but not limited to applicable codes, standards and specified material strengths.

c. Letter of certification from proofing engineer.

As Built Drawing Submittal

a. The As-built Submittal provides a complete and final set of record drawings documenting site conditions based on a survey of the final construction performed by the Contractor.

CAD files of all construction drawings and as-built drawings must be submitted in .dwg (latest AutoCAD version) and in .pdf format.

The design documents actually used for the structural design must be referenced in the structural notes on the drawings.

4.3.1.2 STRUCTURAL CALCULATIONS & DESIGN ANALYSIS

The contractor must submit the structural calculations of all load bearing structural elements and their connections related to this RFP in a design analysis provided with each submittal. The design analysis must state and list the basis of design for all project aspects and features. The design analysis and calculations must be in accordance with the enclosed NAU Engineering Guideline 01/2016 Preparation of Structural Calculations (attachment #7). The current local or national Host Nation codes and standards on which the structural calculation are based must be referenced in the calculations. If applicable, an electronic copy of the applicable local or national Host Nation codes must be provided. Structural calculations must be sequentially numbered for ease of referencing for all submittal stages.

21-Oct-2015-Oct-20 Page 17 of 46

4.4 PROOFING OF STRUCTURAL DESIGN

The Contractor must have a senior level engineer (5-10 years structural design experience) other than the designer, perform an independent review of all specifications, drawings, design analysis, calculations, and other required data prior to submission to the Government. In each design submittal, submit a letter of certification from the structural engineer performing the independent review stating that they “have checked the structural design calculations, analysis, and drawings and certify that these comply with the applicable building code requirements and standards.” This is in addition to any host nation requirements for structural engineering oversight.

4.5 STRUCTURAL DESIGN CRITERIA

Structural design methods and allowable stresses or load factors for the various structural materials must be in accordance with the Applicable Design Criteria paragraph 4.2. Requirements in the codes, specifications and industry standards are requirements of this document, unless specified otherwise. The references used for the project design and contract documents must be included in the design analysis required for this project.

4.5.1 MINIMUM STRUCTURAL DESIGN LOADS

The design loads must be determined in accordance with the codes and standards listed in the Applicable Design Criteria paragraph 4.2. The design load criteria specified herein are minimums; the Contractor is responsible for verifying the actual design loads for this site. If actual design loads are different than that listed herein, the Contractor must notify the KO. The Contractor should determine if special loadings must be considered and notify the KO. Any cost and/or schedule impact due to the Contractor’s failure to notify the KO of these requirements specified herein four weeks before the submittal is due must be to the Contractor’s account. Design loads must be included in the structural notes on the drawings. The minimum design load criteria for this project as follows:

4.5.1.1 DEAD LOADS

The non-structural component must be designed and constructed to safely support all dead loads, permanent or temporary, including but not limited to self-weight, partitions, insulation, ceiling, floor covering, and all equipment that is fixed in position. Loads from architectural/mechanical/electrical equipment must be coordinated with the appropriate discipline. All loads and load case combinations must be in accordance with the codes and standards listed in the Applicable Design Criteria paragraph 4.2. Load factors for designs must be based on the applicable material design standard.

4.5.1.2 LIVE LOADS

Live loads must be in accordance with the codes and standards listed in the Applicable Design Criteria paragraph 4.2 for the anticipated usage.

4.5.1.3 HORIZONTAL LOADS

The non-structural components seismic design must be in accordance with the codes and standards listed in the Applicable Design Criteria paragraph 4.2. When IBC 2018 and ASCE 7-16 are employed for the seismic design, a Site Class D and seismic spectral accelerations Ss = 7%g and S1 = 3%g must be used as minimums unless higher values should be used based on local requirements.

4.6 MATERIALS

The use of the recommended materials and/or alternative materials must be in conformance with the publications listed in the Applicable Design Criteria paragraph

4.2. Any exceptions must be noted. Alternative materials may be submitted to the KO for approval if the Contractor determines the materials are more economically viable for this geographic region. Any material or construction that does not meet the

21-Oct-2015-Oct-20 Page 18 of 46 requirements of this SOW or does not meet the applicable codes and standards must be removed and replaced at the Contractor’s expense.

4.6.1 REINFORCED CONCRETE

All concrete must be at least equivalent C 20/25 and reinforcing steel must be equivalent Grade B500A conforming to the applicable Eurocode standard.

4.6.1.1 CONCRETE MIXTURE PROPORTIONS

Concrete mixture proportions must be the responsibility of the Contractor. Mixture proportions must include the dry weights of cementitious material(s); the nominal maximum size of the coarse aggregate; the specific gravities, absorptions, and saturated surface-dry weights of fine and coarse aggregates; the quantities, types, and names of admixtures; and quantity of water per cubic meter concrete. All materials included in the mixture proportions must be of the same type and from the same source as will be used on the project.

4.6.2 FORMS

Materials for forms must be plywood, metal, metal-framed, reinforced fiberglass, or plywood-faced to provide continuous, straight, smooth, exposed surfaces.

4.6.3 MASONRY

Clay bricks, solid bricks, perforated bricks or any other masonry materials used in the project must conform to the appropriate Local or Host Nation Standard.

4.6.4 STRUCTURAL STEEL

Structural steel must be of a minimum steel grade equivalent S 235 conforming to the applicable Eurocode standard.

4.6.5 HOLLOW STEEL SECTIONS

Hollow steel sections must be of a minimum steel grade equivalent S 235 conforming to the applicable Eurocode standard.

4.6.6 COLD-FORMED STEEL FRAMING MEMBERS

Cold-formed steel framing members must have a minimum steel grade equivalent S 235 conforming to the applicable Eurocode standard.

4.6.7 WELDING

Welding must be performed in accordance with the Applicable Design Criteria paragraph

4.2. Structural welds must be performed in accordance with AWS D1.1 by a qualified welder following an approved WPS.

All field-executed steel connections should be designed as bolted connections. Field welding must not be performed without approval of the KO.

4.6.8 WOOD

Wood must be new lumber, undamaged, not infected with insects and show no signs of previous use. It must be chemically protected against termites and other harmful insects or deterioration. Chemical treatment of wooden construction must be non-toxic and harmless to the environment (Contractor to provide proof certificates and manufacturer’s information).

4.7 NON-STRUCTURAL SYSTEMS

4.7.1 INTERIOR EQUIPMENT PAD

The actual size, thickness and reinforcements of the interior equipment pad must be designed by the structural engineer. The structural engineer must coordinate with the equipment manufacturer to determine the pad size and anchorage requirements.

A minimum 15 cm thickness and reinforced with either bar or mat reinforcing having a minimum area of reinforcing of 0.2% of the slab cross sectional area and located 4 cm clear from the top surface of the slab must be used.

21-Oct-2015-Oct-20 Page 19 of 46

4.7.2 NON-STRUCTURAL COMPONENTS

The non-structural components must provide vertical and lateral load carrying capacity and must provide durability, maintainability, and cost effectiveness. Roof openings and all supports for electrical and mechanical equipment must be detailed or adequately described on the drawings or in the specifications. The structural designer must ensure that all architectural/mechanical/electrical equipment is properly anchored/braced and that these elements are adequately framed and connected as required by the design criteria, especially where seismic design is required.

4.8 TESTS AND INSPECTIONS

Construction inspections and material testing must be in accordance with local building codes. If no local codes are available regarding testing and inspection, follow guidance in UFC 1-202-01.

21-Oct-2015-Oct-20 Page 20 of 46

5.0 ELECTRICAL & COMMUNICATIONS

5.1 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.