Attachment 1 - Statement of Work (Greece).pdf

US Army Corps of Engineers Europe District

APO AE 09049

Statement of Work Project Number:

Proj. No.: 500398 Fiscal Year: 2022

US Network Distribution Camp Perissaki

Stefanovikeio, Greece

Prepared by:

Design Section

Engineering Branch 25 March 2022

01 10 10 Statement of Work Camp Perissaki - Stefanovikeio, Greece

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SECTION 01 10 10

STATEMENT OF WORK

SECTION TABLE OF CONTENTS:

1 GENERAL

2 CIVIL AND GEOTECHNICAL

3 ARCHITECTURAL (Not applicable) 4 STRUCTURAL (Not applicable)

5 ELECTRICAL & COMMUNICATIONS

6 MECHANICAL & PLUMBING (Not applicable) 7 FIRE PROTECTION (Not applicable) 8 SUSTAINABILITY (Not applicable) 9 CYBERSECURITY (Not applicable)

ATTACHMENTS

Attachment # 1 Location Map Attachment # 2 Conceptual Site Plan

1.0 GENERAL

1.1 PROJECT DESCRIPTION

The Request for Proposal (RFP) provides parameters for a design-build project for construction of a facility infrastructure in Stefanovikeio, Greece; Refer to the attached Location Map.)

The project consists in providing new fiber optic communications network between the Headquarters building, hangar 1, hangar 2, SSA lot and future motor pool LAMS.

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

a. Provide new conduit duct bank running under existing roads to connect hangar 1, hangar 2, SSA lot, and motor pool with the headquarters building.

b. Provide new single mode fiber optic cable from the headquarters building to the other 4 facilities.

c. Provide new racks and patch panels and all necessary equipment to terminate incoming fiber optic in the designated facilities.

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.

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

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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 required functional areas and spatial adjacencies for the site and new facilities/structures.

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.

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

25-Apr-22 Page 4 of 17 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 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, site facilities, utility systems and material standards must be in accordance with Host Nation and US building codes and following codes / criteria (Refer to RFP Section 01 30 01-GENERAL REQUIREMENTS, paragraph REFERENCED STANDARDS for the applicable version and date):

a. NFPA 101 Life Safety Code

b. International Building Code (IBC)

c. Host Nation and Local Building Codes and Standards

d. 1-200-01 DoD Building Code (General Building Requirements)

e. UFC 3-201-01 Civil Engineering

f. UFC 3-301-01 Structural Engineering

g. UFC 3-501-01 Electrical Engineering

h. UFC 3-580-01 Telecommunications Interior Infrastructure

i. 2nd theater Signal Brigade ISCDS

j. Technical Criteria for the Installation Information Infrastructure

Architecture

k. Environmental Final Governing Standards for Greece

While this RFP references various source standards and specifications, all design documents are to meet US and Host Nation codes and requirements. It is the designer's responsibility to demonstrate that the Host Nation standard is equal to the cited US standard or specifications being supplanted. The more restrictive standards apply 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 CONTAINMENT

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 Government 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 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 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.

1.8.3 SEQUENCING OF CONSTRUCTION WORK

The Contractor must sequence construction to allow the facilities to remain occupied and fully operational during construction. Do not block access to occupied areas during construction. Utility and communication services must remain functional in all work areas.

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Some relocation of equipment and/or personnel may be required to comply with this requirement, restrictions are listed below:

a. Personnel access to the facilities must always be possible during construction.

b. Vehicle access must always be possible during construction.

c. Existing Microwave Line Of Sight (MLOS) communication system must remain operational at all times.

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. The Sequencing Plan is in addition to the requirements of RFP Section 01 32 01-PROJECT SCHEDULE or 01 32 16-SMALL PROJECT PROGRESS SCHEDULES (NOTE: Only one of these specifications applies to this contract, refer to other documents for the section applicable to this project).

END OF SECTION

2.0 CIVIL AND GEOTECHNICAL

Provide and perform civil engineering design and construction services as required to provide a complete, accessible, functional and usable project. The Contractor is required to extensively coordinate civil design and construction work with the scope of the other disciplines described in this SOW.

2.1 SCOPE SUMMARY

Civil works for this project include, but are not limited to geotechnical investigation, site layout, demolition, earthwork, and pavement. Refer to the bid schedule for which of these are base bid or optional.

2.2 EXISTING CONDITIONS

2.2.1 TOPOGRAPHY

There is no known topographic survey for the project site. The existing site contains buildings, pavement, utilities, fences, and vegetation as shown on the attached Conceptual Site Plan. The site is generally flat. The existing information shown on Attachment #2 - Conceptual Site Plan was compiled from Google Earth, and site photos.

2.2.2 UTILITIES

Rainfall discharges from the existing building downspouts to the ground. Ditches run along roadways to convey storm water off the installation.

Potable water is available on the installation. There is no additional information available on the water system.

The existing buildings have existing sanitary connections. There is no additional information available on the sanitary system.

Power and communications are available on site. Refer to the other sections of this SOW for details of these existing utilities.

There are no utility as-builts available for the installation. Contractor must verify all utility locations (surface and subsurface) in the field prior to the first design submittal.

2.2.3 GEOTECHNICAL

High groundwater levels existing in the region. There is no additional geotechnical information available for the project site.

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2.2.4 ENVIRONMENTAL

There are no known environmental protection areas or archeological preservation areas on the project site.

There is no prior knowledge of any hazardous or contaminated materials in the site’s soil or pavement.

2.2.5 UNEXPLODED ORDNANCE (UXO)

There is no prior knowledge of UXO in the site’s soil.

2.2.6 EXISTING CONDITIONS INVESTIGATION

Prior to bid, investigate the general and local conditions which can affect the work and/or its cost, including but not limited to:

a. Weather or similar physical conditions at the site.

b. Surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site and due diligence research of as-built drawings, geotechnical reports, environmental reports, and publicly available information on the site.

c. Mobilization and staging constraints.

2.3 DESIGN SUBMITTALS

Provide civil design submittals in accordance with RFP Section 01 33 16-DESIGN AFTER AWARD and in compliance with SOW Section 1.0 – GENERAL.

65% Design Submittal:

a. Pre-Final Design Analysis of civil features.

b. Final Existing Conditions Plan.

c. Pre-Final Demolition Plan

d. Pre-Final Site Layout Plans

e. Pre-Final Grading Plans, Profiles, Cross Sections, and Details. Include spot grades, slopes, and contours. Include erosion control design.

f. Pre-Final Pavement Profiles, Cross Sections, and Details

g. Pre-Final Utility Plans, Profiles, Cross Sections, and Details.

h. Preliminary Civil Specifications

95% Design Submittal:

Update all items from the 65% Design Submittal to 95% (Final) Design. Incorporate all 65% design comments.

100% Submittal:

The 100% Submittal provides a complete and final set of contract documents ready for construction. Update all Final submittals from 95% to a corrected Final submittal. Address all previous government review comments before submitting.

As Built Drawing Submittal:

In addition to the as-built requirements discussed in RFP Section 01 78 00- CLOSEOUT SUBMITTALS, provide a topographical survey of the site per requirements of SOW Section 2.6-SITE SURVEY. Include existing utility lines or structures (both modified and unmodified) encountered in the construction footprint that were not located on the original Site Survey.

2.3.1 DESIGN ANALYSIS

Submit a Design Analysis in accordance with RFP Section 01 33 16-DESIGN AFTER AWARD. Provide a Design Analysis for all Civil features that documents significant design choices and substantiates design compliance with contract requirements, applicable codes and standards. Documentation includes narrative, calculations, photographs, sketches, and catalog cut sheets. Reference all applicable regulations, standards, and criteria for the design. Reference sources are subject to Government approval. Provide design assumptions. For design choices, discuss

25-Apr-22 Page 8 of 17 alternative systems considered, and provide rationale for the selected alternative.

The Design Analysis includes but is not limited to:

a. Discussion of Site Layout constraints and design decisions, including but not limited to, orientation of features on-site, minimizing utility lengths, minimizing earthwork and future expansion.

b. Discussion of Demolition constraints and design decisions. Include discussion on how access will be provided during construction, and how each utility will be maintained and operated during construction.

c. Discussion of Earthwork design decisions. Include pertinent geotechnical information that affects earthwork.

d. Discussion of Pavement constraints and design decisions Include pertinent geotechnical information that affects the pavement design.

2.3.2 DESIGN DRAWINGS

Provide Civil design drawings of sufficient detail to address the requirements of each design submittal. Civil drawings include plans, profiles, cross sections, and details of Civil features for the project. Civil drawings also include temporary construction plans/methods that affect the design and construction of the project.

These temporary plans include mobilization, traffic control, erosion control, dewatering, shoring, construction sequence, etc. Design drawings include all necessary information (labeling, dimensioning, legend, details, notes, etc.) to allow for complete understanding and constructability of all proposed features.

Provide comprehensible differentiation between features that are proposed, existing, future, or proposed to be demolished by use of appropriate choice of line styles, line weights, and/or colors. In the absence of the Installation’s CAD requirements, Reference USACE A/E/C Graphics Standard for graphic requirements.

2.3.3 SPECIFICATIONS

Provide Civil specifications of sufficient detail to address the requirements of each design submittal. Specifications, when combined with the design drawings, allow for complete understanding and constructability of all proposed Civil features.

2.4 DESIGN CRITERIA

Provide civil design in accordance with Host Nation codes. In the absence of Host Nation codes, use the latest release of the International Building Code (IBC) and the following codes and technical standards:

a. Uniform Facility Criteria (UFC) 3-201-01, Civil Engineering

b. UFC 3-220-01, Geotechnical Engineering

c. UFC 3-250-01, Pavement Design for Roads and Parking Areas

d. USACE A/E/C Graphics Standard (ERDC/ITL TR-12-1)

2.5 GEOTECHNICAL INVESTIGATION AND REPORT

Perform geotechnical investigations necessary for the design and construction of project features. Provide any geotechnical investigations and reports to the Government that are performed. Provide geotechnical information and assumptions in the Design Analysis to support design decisions. In the absence of Host Nation standards, perform the geotechnical scope of work per UFC 3-220-01, Geotechnical Engineering and IBC.

2.6 SITE SURVEY

A topographic survey from a licensed surveyor is not required for this project.

Site information provided to the Contractor by the Government is not to be considered accurate Site Survey information. Utility field locates and as-built research are the responsibility of the Contractor.

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Upon completion of construction, provide a Utility As-built as constructed, including underground utility locations and depths. Submit the Utility As-built to the KO for approval.

2.7 SITE LAYOUT

Locate the proposed improvements as indicated on the attached Conceptual Site Plan. Amend the site layout as determined by the site-specific constraints, the owner’s preferences, accessibility, future expansion, and opportunities that are identified and evaluated as part of the Contractor’s scope of work.

The Contractor is responsible for all aspects of the project whether they are shown on the conceptual plan or not.

2.8 DEMOLITION

Remove existing utilities, pavement, and any other features to construct the proposed improvements. Provide straight, neat sawcuts at limits of pavement removal. All contaminated soils discovered require special testing and disposal per Host Nation requirements. Disturbed pavements and landscaping are to be restored to original conditions.

2.8.1 CONSTRUCTION LIMITS

Do not disturb the project site beyond necessary for installation of proposed construction. Do not disturb any areas past the site’s property line. Show demolition work and limits of disturbance in the drawings. Stake-out the limits of disturbance on-site with temporary fencing before beginning construction.

2.8.2 ITEMS TO REMAIN IN PLACE WITHIN CONSTRUCTION LIMITS

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as required by the KO. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the KO prior to performing said work.

2.8.3 TREES

Unless otherwise noted on the attached Conceptual Site plan, protect trees which might be damaged during construction, with a 1.8 meter high fence around the dripline of the tree(s), which is assumed to be the extent of the tree’s roots.

Trees are defined as larger than 150mm diameter at 1.3 meters above existing grade. Mitigate for tree removal per Host Nation requirements.

2.8.4 UTILITIES

Any existing utilities encountered that are impacted by this project must be protected, or relocated if protection is not feasible. Reroute existing utilities to remain in accordance with SOW Section 2.10-UTILITIES. Abandoned utilities must be removed up to the utility main (or next utility main junction) and capped.

Manholes or underground structures to be abandoned must be removed to a minimum depth of 50 centimeters below finish grade. Fill abandoned manhole or structure per Section 2.9-EARTHWORK requirements.

2.8.5 DUST, DEBRIS, AND EROSION CONTROL

Prevent the spread of dust, debris, and erosion from the project site. Install erosion control measures before beginning construction. Sweep pavements as often as necessary to control the spread of debris. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, erosion, or pollution. Remove snow, dust, dirt, and debris from work areas daily.

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Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

2.8.6 ADDITIONAL REQUIREMENTS

Reference RFP Section 00 74 01-SPECIAL CONDITIONS and 01 30 01-GENERAL REQUIREMENTS for additional demolition, protection, and permitting requirements.

2.9 EARTHWORK

Perform all earth work necessary for the installation of the proposed improvements.

2.9.1 PLANS AND SPECIFICATIONS

Define earthwork requirements in the plans and specifications. Include requirements for satisfactory material, borrow material, utility trenches, replacement and improvement of on-site soils, soil compaction (for subgrades of structures, paving, and landscaped areas), compaction for utility trenches, maximum lift depths, density testing frequency.

2.9.2 UNEXPLODED ORDNANCE (UXO) CLEARANCE

UXO survey is not required.

2.9.3 CONTAMINATED SOIL

Inspect and test all soil according to Host Nation requirements. If hazardous materials are discovered, cease excavation, secure the area, and notify the KO for further guidance.

2.9.4 CULTURAL RESOURCES

Cultural resources, such as archaeological remains, may be uncovered during excavation operations. If suspected cultural remains are found, cease excavation, secure the area, and notify the KO for further guidance.

2.9.5 SATISFACTORY MATERIAL

Excavated material (below topsoil), if satisfactory for reuse per the Contractor’s Geotechnical Engineer, may be used on the project site where fill is required.

Unsatisfactory material, and surplus excavated material not required for fill, must be disposed of offsite, and is the responsibility of the Contractor. Borrow material may be required for construction from sources off site. Borrow materials are to be free of hazardous materials and contaminants. Any soil brought in from off-site sources must be certified clean.

2.9.6 BACKFILL COMPACTION

In the absence of Host Nation requirements and geotechnical recommendations, fill and backfill must be placed in layers of 20 centimeters loose thickness and compacted to a minimum 95% of the maximum dry density as determined by Host Nation test method equivalent to ASTM D-1557 (Modified Proctor test). Provide density tests on all lifts at a frequency of 1 test per 40 square meters for foundations and parking, and 1 test per 30 meters of road and utility trench. Round up to nearest whole number (i.e. a 25 square meter foundation requires one test). The location of all tests must be selected by the Contractor’s geotechnical engineer, and copies of all test results must be furnished to the KO. All structure foundation excavations must be inspected and approved by the Contractor’s Geotechnical Engineer prior to placing concrete. Repair earthwork areas as recommended by the Contractor’s Geotechnical Engineer, and approved by the KO.

2.9.7 ENGINEERED SOIL SUPPORT SYSTEMS

Provide engineered soil support systems (i.e. shoring) as required for the construction of the proposed improvements. The Contractor is responsible for all dewatering necessary for earthwork.

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2.9.8 SITE GRADING

Maintain site grading to direct storm water runoff away from buildings and structures. Finished grades must not create stagnating water or ponding anywhere on the project site, nor create ponding on adjacent properties.

2.10 UTILITIES

This section applies to all project underground utilities on the installation.

There are no utility maps available for the project site. See Sections 5.0- ELECTRICAL & COMMUNICATIONS for additional utility requirements.

Proposed utility main alignments must be at least 3.0 meters from facility or building foundations, except for building connections. Provide horizontal and vertical separation between new and existing utilities for rehabilitation, maintenance, repair or replacement. Provide utility line depths, bedding, and backfill as required by applicable requirements and geotechnical recommendations.

Minimum cover over pipes is 0.6 meters; greater than frost penetration; or sufficient to support imposed dead and live loads for the pipe materials used;

whichever is more stringent. Place plastic warning tape along the route of the buried pipe after installation at a height of 0.3 meters above the pipe.

Coordinate all required installation, relocation, improvement and protection of utilities held by third party (e.g. public or private utility). This includes coordination of any work to be performed by the utility owner. Choice of materials and products for utility installation must be coordinated with the utility owner (customer or third party) to ensure proper integration and compliance with existing systems and allow for easy maintenance and repair of the utilities in the future.

Provide utility materials per IBC requirements. Provide corrosion protection for utilities that provides the minimum life expectancy specified in Section 1.0- GENERAL. Any piping or equipment exposed to sunlight must be coated with protective coatings suitable for UV exposure with a minimum expected coating life of 10 years before recoating.

2.11 PAVEMENT

Provide site access to allow operational and maintenance access to the facility.

Proposed pavements for the project include:

a. Replace existing pavement sections where the trenching occurs for utility installation. Sawcut a minimum 30 centimeters beyond edge of trench.

For asphalt concrete, provide compaction and pavement density tests, as well as thickness and evenness tests, at the frequency listed in Section 2.9 - EARTHWORK.

Perform subgrade tests for all pavements as described in Section 2.9 - EARTHWORK.

2.12 MOBILIZATION / SCHEDULE / PERMITS

Construction must occur between 01 April to 01 September due to Installation operations. Locate mobilization and staging to areas that do not disrupt operations at the installation. Construction delays are expected due to lack of utility information available and the nature of this work. Reference RFP Section 00 74 01-SPECIAL CONDITIONS for other mobilization, access, and permit requirements.

END OF SECTION

3.0 ARCHITECTURAL

Architectural work is not required.

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END OF SECTION

4.0 STRUCTURAL

Structural Work is not required

END OF SECTION

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. 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.

5.1.1 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 Greece Local National Codes and Standards. Performance standards where more stringent must be based on applicable US codes and criteria and specific facility operational requirements.

General Standards:

NFPA 70 National Electrical Code NFPA 101 Life Safety Code

UFC 3-501-01 Electrical Engineering UFC 3-520-01 Interior Electrical System UFC 3-560-01 Electrical Safety O&M UFC 3-575-01 Lightning and Static Electricity Protection Systems

IEC Electrotechnical Commission (IEC) 62305 (VDE 0198-302-2)

Lightning Protection

2nd Theater Implementing Inside and Outside Plant (CDS/ICDS) Signal Brigade Cabling Distribution Systems within USAREUR, March 2021

I3A TC U.S. Army Technical Criteria for the Installation Information Infrastructure Architecture – November 2017 – use for outside plant

UFC 3-580-01 Telecommunications Interior Infrastructure Planning and Design -use for Inside Plant

5.1.2 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

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b. Conduit Fittings

c. Conductors

d. Outlet and boxes

e. Terminal Cabinets

f. Conduits

g. Surface Metallic Raceway

h. Communications Rack

i. Data Cables and connectors

j. Patch panels

5.1.3 SD-02 SHOP DRAWINGS

Submit the following to the KO during construction:

a. Patch panels

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

5.1.4 SD-06-09 FIELD TEST REPORTS

Submit the following to the KO during construction:

a. Fiber and Copper cabling Tests

b. Grounding Testing

c. Mandrel testing

5.1.5 DRAWINGS AND DESIGN ANALYSIS

The following electrical detail drawings must be provided as required but must also conform to the requirements of this SOW 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. Demolition plan(s), showing existing conditions and demolition work.

c. Communications Site Plan(s).

d. Communications floor plan(s).

e. Communications riser diagrams.

f. Communications elevation plans.

g. 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.

5.1.6 ELECTRICAL DESIGN ANALYSIS

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

a. Electrical and communications design narrative describing components and changes and decisions completed from each design reviews.

b. Catalog cut sheets for cables, connectors, accessories and other unique equipment.

5.2 COMMUNICATIONS

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This section must include requirements for the design, procurement, installation, and testing of a complete telecommunications system. The Contractor must provide a complete design and must perform all labor and provide all materials, equipment, machinery, supervision, and all other items necessary to complete the construction of the telecommunications systems.

The telecommunications systems must be designed and installed in accordance with the Telecommunications Industry Association (TIA) and Electronics Industry Alliance (EIA) Building Telecommunications Wiring Standards general guidelines, applicable Department of Defense regulations, U.S. Army Technical Criteria for the Installation Information Infrastructure Architecture and 2nd Theater Signal brigade Standards.

Telecommunications work includes design, procurement, and installation of a building telecommunications cabling systems (BCS). This includes but is not limited to fiber optic (FO) entrance cable, termination equipment, fiber backbone cable, racks/cabinets, cable management, patch panels, cable tray, cable ladder, conduits, grounding, and labeling. For all required telecommunications systems, supply all material and labor to design, install, integrate, test and make a fully operational system.

5.2.1 OUTSIDE PLANT (OSP) CABLING AND TERMINATION

Provide service entrance fiber optic cabling infrastructure from the existing main telecommunications room (room 106) in the headquarters building to the following facilities:

1. From Headquarters building to Hangar #1 – 12 strands of single mode fiber optic cable.

2. From Hangar #1 to exterior container – extend the 12 strands of single mode fiber optic cable and terminate at the container.

3. From Headquarters building to Hangar #2 – 12 strands of single mode fiber optic cable.

4. From Hangar #2 to exterior container – extend 12 strands of single mode fiber optic cable and terminate at the container.

5. From headquarters building to SSA container office – 12 strands of single mode fiber optic cable.

6. From Headquarters building to Motor pool maintenance facility container or modular building. – 12 strands of single mode fiber optic cable.

NOTE: According to the information provided by the user, some of the containers are not existing and will be installed by others prior to the construction of this project. In the case that a termination points or a future facility is not available, fiber optic cable shall be placed in an outdoor termination box located no more than 1.5 meters from the proposed termination point and cable shall have at minimum 10 meters of slack cable. Final location of facilities must be coordinated with local user, Refer to conceptual plan for estimated location of facilities.

Fiber Optic Cable shall include additional amounts of cable for slack. This slack shall be distributed throughout the cable run to provide extra cable for cut repairs, path relocations, splice loops, maintenance, etc. Slack in an underground system shall be secured in loops, typically with plastic cable ties, and placed so as to be out of harm’s way and still be accessible if within a maintenance hole.

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Since the routing of the cables must run under existing roads, ducts placed under paved road surfaces and certain heavy traffic, non-surfaced roads shall be protected by one of the following methods: Concrete-encased duct, galvanized RSC, steel pipe casings, or directional boring of HDPE ducts.

The duct system shall be encased where any bend/sweep exceeds 10 degrees in any direction; in any stream/drainage area subject to washing out; and in major construction zones.

Provide a minimum of two 100mm rigid non-metallic conduits to each individual support building. One conduit must include four sub-ducts innerduct for routing of the fiber optic cabling and the other conduits will be provided as spare. all innerduct spaces and spare conduit must be provided with pull wire or pull tape installed.

An underground maintenance manhole, hand hole and duct system shall be used as the preferred method for placement of outside plant cable. All new maintenance holes shall include ground rods and bonding ribbon. A ground rod steel galvanized with a minimum of 16mm in diameter and minimum of 2.75m long shall be installed in the floor of each maintenance hole.

All existing maintenance holes shall be bonded and grounded. If no bonding ribbon and ground rod exist, they shall be installed. New cables installed in maintenance hole and conduit systems shall be bonded and grounded a minimum of every 305 m. the resistance for OSP grounding shall not exceed 25 ohms.

5.2.2 FACILITY ENTRANCE

All OSP cabling must terminate at the dedicated telecommunications facility entrance equipment.

A grounding electrode from the facility grounding system must be within 1 meter of the PETs. If not, then provide a grounding system directly outside of the facility. OSP copper cable metallic sheath must be bonded to the facility ground with a separate 16mm2 grounding conductor.

Provide a rigid 25mm diameter inner-duct (halogen free) supported vertically in a cable ladder system and pull the single-mode fiber optic straight through and terminate on a new fiber optic patch panel mounted in a new floor rack/cabinet.

The rack layout and components must meet the 2nd Signal CDS requirements. Provide fiber optic patch panels in accordance with UFC-3-580-01. Fiber optic patch panels must be one rack unit and must have 12 duplex LC adapter installed. The Contractor must supply enough fiber patch cables to enable available cross patching.

5.2.3 TELECOMMUNICATIONS ROOM (TR)

Telecommunications Rooms are not part of this project. Incoming fiber will terminate in existing dedicated space for each building. Specific location must be coordinated with user.

5.2.4 TELECOMMUNICATIONS OUTLETS

Interior outlets are not part this project.

5.2.5 UNINTERRUPTED POWER SUPPLY (UPS)

UPS is not required

5.2.6 SIPRNET REQUIRMENTS

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SIPRNet is not required.

5.2.7 CABLING

All horizontal and backbone wiring must be designed in a star-configuration. All cables must be terminated at the designated communications and work areas.

5.2.7.1 FIBER OPTIC TERMINATIONS

Terminations must be in accordance with the UFC 3-580-01 and 2nd TSB ISCDS. All fiber optic distribution cable must be terminated in cabinet/rack-mounted patch panels. All fiber strands must be terminated with TIA/EIA 604-3A LC type connectors. Other small form factor connectors may be terminated at the user’s request. Provide fiber optic adapters and connectors in accordance with TIA/EIA- 604 Fiber Optic Connector Intermate ability Standard (FOCIS) and the corresponding FOCIS for the type of connector used.

5.2.7.2 BACKBONE CABLING

Backbone cabling is not required.

5.2.8 CABLE SUPPORTS

Cables must be supported by racks or ducting or throughout the building installation. The racks, ducts, must be routed following the contours of the building and secured to the walls or hung from the ceiling. All metallic ducts/raceways must be strapped together with ground straps and grounded.

5.2.9 TESTING

Testing must be done in accordance with manufacturer’s instructions and I3A. All telecommunications cable must be tested to the commercial standards for that cable system. The results of the tests must be provided to the KO for acceptance/rejection. Any unsatisfactory results must be remediated by the Contractor(s) and require acceptance by the KO.

5.2.9.1 FIBER OPTIC CABLE (FOC)

All category FO circuits must be tested using a test set that meets the accuracy requirements of the most recent revision of the ANSI/TIA/EIA-568 standards for cabling. Unless stated otherwise, tests must be performed from both ends of each circuit. Connectors must be visually inspected for scratches, pits, or chips and must be re-terminated if any of these conditions exist.

5.2.9.2 CONDUIT CLEANING

As each conduit run is completed, for conduit sizes 75 mm and larger, draw a flexible testing mandrel approximately 305 mm long with a diameter less than the inside diameter of the conduit through the conduit. After which, draw a stiff bristle brush through until conduit is clear of particles of earth, sand and gravel; then immediately install conduit plugs.

5.2.9.3 TEST PLAN

The Contractor must submit for Government review a draft test plan of all proposed cabling and equipment being installed under the project. Upon the draft’s approval, the Contractor must prepare a finalized test plan to the Government.

After the Contractor has completed the installation and testing of the BCS, the Contractor must submit a test report for all fiber cabling. A Registered Communications Distribution Designer (RCDD) must approve both the test plan and the test report.

5.3 SECURITY SYSTEMS

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Security systems are not required

END OF SECTION

6.0 MECHANICAL DESIGN

Mechanical work is not required.

END OF SECTION

7.0 FIRE PROTECTION

Fire Protection work is not required

END OF SECTION

8.0 SUSTAINABILITY

Sustainability is not required.

END OF SECTION

9.0 CYBERSECURITY

Cyber security requirements do not apply to this project.

END OF SECTION

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PROJECT LOCATION

5.5

SITE LOCATION

39°28'57.4" N

22°45'51.7" E

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CONCEPTUAL SITE PLAN

PROPOSED NEW FIBER LINES FROM HQ BLDG TO:

FUTURE MAINT. FACILITY, SSA, HANGAR 1 (PLUS

OFFICE AREA) & HANGAR 2 (PLUS OFFICE AREA)

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NOTE:

NEW UTILITIES MUST BE

PLACED UNDER EXISTING

ROADWAYS

DRAWINGS PROVIDED FOR

REFERENCE ONLY.

CONTRACTOR IS TO VERIFY ALL

EXISTING CONDITIONS AND

PROVIDE A DESIGN THAT

MEETS CODES AND

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HQ BUILDING

HANGAR 1

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HANGAR 1

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FUTURE MOTOR

POOL MAINTENANCE

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