Attachment_14_SOW_Track_Changes.pdf

US Army Corps of Engineers Europe District

SCOPE OF WORK

VARIOUS BASE IMPROVEMENTS:

FUEL STORAGE CAPACITY AND MULTI MODAL IMPROVEMENTS

AT MK AIR BASE, ROMANIA

28 FEBRUARY 2017

05 JULY 2017

21 AUGUST 2017

Prepared by:

US Army Corps of Engineers Europe District

Formatted: Font color: Auto

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TABLE OF CONTENTS 1 PROJECT INFORMATION

2 GOVERNMENT ENGINEERS

3 SYNOPSIS

4 SITE INFORMATION

5 SITE INVESTIGATION AND CONDITION AFFECTING

THE WORK

6 PROJECT REQUIREMENTS

6.1 General

6.2 Task I: Design

6.2.1 Technical Design Criteria

6.2.2 Design Submittal

6.3 Task II: Construction Work - General Notes

6.3.1 Conservation:

6.3.2 Site Preparation:

6.3.3 Construction:

6.3.4 Demobilization:

6.4 Task II: Construction Work

6.4.1 Civil Work and Landscaping – shall include, but not be

limited to:

6.4.2 Structural Work – shall include, but not be limited to:

6.4.3 Architectural Work – shall include, but not limited to:

6.4.4 Fire Protection: – shall include, but not be limited to:

6.4.5 Mechanical Work – shall include, but not be limited to:

6.4.6 Electrical Work – shall include, but not be limited to: 29

7 CONTRACTOR ANTI-TERRORISM FORCE PROTECTION

CLAUSES 30

ATTACHMENTS

ATTACHMENT A: DESIGN ANALYSIS

ATTACHMENT B: STRUCTURAL DESIGN ANALYSIS &

CALCULATIONS

ATTACHMENT C: FIRE PROTECTION CONCEPT

ATTACHMENT D: CALCULATIONS .. ERROR! BOOKMARK NOT

DEFINED.31

ATTACHMENT E: DRAWINGS – 35% DESIGN ............... ERROR!

BOOKMARK NOT DEFINED.31

ATTACHMENT F: SITE SURVEYS ..... ERROR! BOOKMARK NOT

DEFINED.31

ATTACHMENT G: CONTRACTOR DOCUMENTS (SUBMITTAL

REGISTER) ....... ERROR! BOOKMARK NOT DEFINED.32

1 PROJECT INFORMATION

Contract: Design Build (DB), standalone Construction Contract

Contract No.: TBD

Project Title: VARIOUS BASE IMPROVEMENTS

AT MK AIR BASE

Location: Mihail Kogălniceanu (MK) Air Base, Romania

Project Sponsor: US Army Corps of Engineers, Europe District

2 GOVERNMENT ENGINEERS

US ARMY CORPS OF ENGINEERS:

Shawntesha Ingram

Project Manager

E-mail: Shawntesha.L.Ingram@usace.army.mil

Tel. +49 (0) 611- 9744-2107

WITH THE EXCEPTION OF THE NATO SECURITY INVESTMENT PROGRAM (NSIP) PROJECT AND

MILITARY CONSTRUCTION (MILCON) PROJECT TO CONSTRUCT A NEW CARGO APRON, ALL

DESIGN AND CONSTRUCTION WORK ASSOCIATED WITH THE MULTIMODAL IMPROVEMENTS AND,

FUEL STORAGE CAPACITY AND CARGO APRON PROJECTS ARE INCLUDED UNDER THIS SINGLE

SCOPE OF WORK ALONG WITH THE ATTACHED DOCUMENTS. THE REQUIREMENTS IDENTIFIED IN

THIS SCOPE OF WORK ALONG WITH THE ATTACHED DOCUMENTS WILL BE SOLICITED UNDER

ONE AWARDED CONTRACT. ANY NOTE THAT INDICATES THAT A PROJECT IS NOT INCLUDED IN

THE CONTRACT IS IN ERROR WITH THE EXCEPTION OF THE NSIP PROJECT AND THE CARGO

APRON PROJECT.

3 SYNOPSIS

i. The purpose of this design-build project is to provide Various Base Improvements that include the following base bid elements:

a. Multimodal Improvements:

i. Geotechnical survey of the project site; Topographical survey of the project site;

design and construction of site roads, utilities (to include electric service, water, sewer, storm drainage, and information systems as described in the summary of variations document, price schedule, and drawing MI GE 001), and transformer station; design and construction of the Rail load / off load facility railhead; entrance gate; and vehicle wash facility; design and construction of the Ready Building;

Open Storage Area; and Staging Marshalling Area; LEED Services for the ready building; and

It should be noted that the following items within the RFP package shall be considered Optional Bid items as identified in the attached Price Schedule:

Design & Construction: Fencing system to include entrance gate around the concrete hardstand at the Railhead

Design & Construction: Alternative Water Connection Design & Construction: Backup Power Generator (500kVA) Design & Construction: Enlargement of service lane and movement platform at the

Railhead Design & Construction: Demolition of Existing Structures (see details in Section 4: Site

Information, below) Design & Construction: Relocation of two (2) above ground active fuel lines (see details in Section 4: Site Information, below)

Formatted

Design & Construction: Electrical connection of the Fuel Storage Capacity project and the Multimodal Improvements project to ETS1 (see details in the attached Explanation of Variances document)

Design & Construction: Electrical connection of the Fuel Storage Capacity project and the Multimodal Improvements project to ETS2 (see details in the attached Explanation of Variance document)

A/E Provided Service for Enhanced Commissioning of LEED Services Design and Construction of One (1) additional row of four umbrellas (see details in the attached explanation of variances document and associated drawings – exercise of this option will increase the overall footprint of the structure by 400sqm).

Design and Construction of Two (2) additional row of four umbrellas (see details in the attached explanation of variances document and associated drawings – exercise of this option will increase the overall footprint of the structure by 800sqm)

b. Fuel Storage Capacity Base Items:

i. Design and Construction of an Aircraft Fuel Storage Facility, Aircraft Fuel Truck Loading Facility; and Fuel Truck Parking Area (It should be noted that the BASE BID for the fuel storage facility is two (2) tanks at +/- .945M Liters (+/- 250,000 gallons)); and Design and Construction of a Fueling / POL, support building.

It should be noted that the following items within the RFP package shall be considered Optional Bid items as identified in the attached Price Schedule:

Design & Construction: Demolition of Existing Structures Design & Construction: One (1) additional 250,000 gallon fuel tank with all associated appurtenances, including electrical, structural, mechanical and civil as required to provide a total storage capacity at the site of 750,000 gallons (when added with the approximately 500,000 gallons included in the base bid).

Design & Construction: One (1) additional 250,000 gallon fuel tank with all associated appurtenances, including electrical, structural, mechanical and civil as required to provide a total storage capacity at the site of 1,000,000 gallons (when added with the approximately 500,000 gallons included in the base bid and the 250,000 gallons included in the first option item).

ii. It should be noted that the requirements for both of these projects have been reduced since the initial development of the RFP packages (which include the Design Analysis and drawing sheets provided in the initial RFP). At this time, the Design Analysis has not been updated to incorporate these reductions in requirements, and the majority of the drawings associated with the project have also not been updated to incorporate these requirements. In order to account for and accurately convey the changes that have been made which reduce the project requirements, attached with the Scope of Work are revised site plans for each project, including the following drawings:

a. FSC 001

b. FSC X001

c. FSC X002

d. MI_RB 001

e. MI_RB X001

f. MI_RB X002

g. MI_GC 001

h. MI_GE 001

In addition to the revised drawings listed above, attached with this Scope of Work (SOW) are documents entitled “Explanation of Variances,” with one document attributed to the Fuel Storage Capacity project and one document attributed to the MultiModal Improvements project. These documents state the revisions which have been made to the project requirements and indicate how the revised drawings and associated narrative shall be incorporated into the remainder of the RFP package, to include the balance of the unrevised drawings and the Design Analysis.

ii.iii. A conceptual design accompanies this SOW as an attachment along with a Design Analysis and an Explanation of Variances document for each project (Multimodal Improvements and Fuel Storage Capacity). The contractor is required to develop and complete the remainder of the design through the approved 100% corrected final.

iv. The objectives in this SOW shall be designed and built to conform to the user’s requirements and U.S. and European standards as identified in the planning documents, design meetings, criteria from US Government, and as directed through the design process.

iii.v. The proposed construction shall be executed in compliance with the current and applicable host nation environmental laws and regulations, and that, as such, it will not contribute to ground, water, or air pollution and will not adversely affect the environment.

iv.vi. All preparations, material, equipment and personnel required for the project and placement into operational condition shall be the responsibility of the Contractor.

v.vii. The Contractor during further design is toshall verify the physical security requirements of all facets of works to be performed, including but not limited to the fencing and active/passive barriers.

vi. A 35%-Design accompanies this SOW as an attachment. The Contractor is expected to develop and complete the entire design.

vii.viii. The construction of these projects shallould be completed within the number calendar days of NTP (notice to proceed) as identified in the attached Pprice sSchedule for each line item.

4 SITE INFORMATION

i. The Contractor shall be aware of and in compliance with all access requirements to MK Air Base in Romania.

ii. Reference Also refer to the attached Site Plans and Design Analysis for further details about the site and site conditions.

5 SITE INVESTIGATION AND CONDITION AFFECTING THE WORK

i. The Contractor acknowledges that he has taken steps reasonably necessary toshall ascertain the nature and location of the work, and that he has investigated and satisfied himself as to the general and local site conditions which can affect the work or its cost.

ii. Any failure of the Contractor to take the action described and acknowledged in this paragraph will not relieve the Contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expense to the governmental agency involved.

Multi Modal Improvements Base contract: Clearing the site to rough grading.

The site shouldall be cleared to rough grade, excavated and, backfilled with clean suitable soil and compacted to the required level to complete the requirements of the design and construction of the base contract. The DB cContractor will have toshall verify the conditions of the site. The Ccontractor should haul any unsuitable debris found within existing excavationduring grading operations to work to an offsite location.

The contractor shall dig to the depth of no greater than 1.5 meters to the finished grade within the project footprint if required to bring the site to a rough grade. For the purposes of pricing, tThe Ccontractor shouldall assumed that account 10% of the soil required for excavation isexcavated soil to be potentially contaminated. Any contaminated soil should be contained and stockpiled to a designated location. This location will be designated by the Romanian MOD.

If the Ccontractor encounters contaminated soil, the Contractor shall excavate and stockpile soil that is identified as potentially being contaminated. Indication of contamination includes but is not limited to petroleum odors, staining or the visual presence of oils or fuels. Stockpiled soil must be stored in accordance with best management practices and local regulations, including any. This will included necessary testing. The sStockpile shall be place on a lined surface designed to limit stormwater runoff and covered in order to protect formfrom rain, snow and wind. The stockpiled soils should be separated in to ~250 cubic meter piles and subsequently labeled for sampling and analysis.

Option 1: Demolition of existing structures The CDB contractor shallould remove any existing structures that interfere with the location of the project footprint in the solicitation. Prior to demolition, the existing structures must be identified by the Romanian MOD as being on their real property list. The existing structure must then be removed from the list by the Romanian MOD before it can be removed from the site. Refer to attachedprovide site surveys for approximate location of existing structures. The Ccontractor will need toshall verify location during execution of site survey required in base contract. The existing structures also includes trees, and above ground electrical poles, concrete pedestals, fencing, or existing dilapidated building structures.

In the Ready Building footprint, the demolition includes but not limited to one storage shed located southeast of the existing pump house and approximately 500m of fence line.

In the Railhead footprint, the demolition includes but not limited to one maintenance pit located at the proposed loading ramp and approximately 100 square meters of concrete slabs and drainage structure.

Option 2: Relocating two above ground active fuel lines

The CDB contractor should relocate two (2) above ground active fuel lines located in the footprint of the Ready Building. Relocation should be coordinated with the Romanian MOD. The fuel network consists of two 100mm steel pipes which run above ground from a pump house in the West to a valve system at the western edge of taxiway Foxtrot. The Contractor is required to relocate the fuel lines to the North to prevent any interference with the proposed Ready Building. The work will include but is not limited to the following:

Dismantling of old pipes and supporting structures, Relocation of pipes and supporting structures (to include material needed), Refitting to existing fuel distribution systems.

Refer to provide site surveys for location of pipelines. The contractor will need to verify location during execution of site survey required in base contract.

Fuel Storage Capacity Base contract: Clearing the site to rough grading.

The site shall be cleared to rough grade, excavated, and backfilled with clean suitable soil and compacted to the required level to complete the requirements of the design and construction of the base contract. The CDB contractor shall verify the conditions of the site. The Ccontractor should haul any unsuitable debris found during grading operations to an offsite location. Any contaminated soil should be contained and stockpiled to a designated location. This location will be designated by the Romanian MOD.

If the Ccontractor encounters contaminated soil, the Contractor shall excavate and stockpile soil that is identified as potentially being contaminated. Indication of contamination includes but is not limited to petroleum odors, staining or the visual presence of oils or fuels. Stockpiled soil must be stored in accordance with best management practices and local regulations, including any necessary testing. The Sstockpile shall be place on a lined surface designed to limit stormwater runoff and covered in order to protect fromform rain, snow and wind. The stockpiled soils should be separated in to ~250 cubic meter piles and subsequently labeled for sampling and analysis.

Option 1: Demolition of existing structures The Contractor shall remove any existing structures that interfere with the location of the project footprint in the solicitation. Prior to demolition, if any of the existing structures are identified by the Romanian MOD as being on their real property list, the existing structure must be removed from the list by the Romanian MOD before it can be removed from the site. Refer to attached site surveys for approximate location of existing

Formatted: Font color: Auto structures. The Contractor shall verify location during execution of site survey required in base contract. The existing structures also includes trees, above ground electrical poles, concrete pedestals, fencing, or existing dilapidated building structures.

In the Fuel Storage Capacity, the demolition includes but not limited to the storage structure located in the vicinity of the proposed drop-off tank and the existing railroad tracks located on the west side of the existing gravel access road. In addition the Contractor may need to demolish approximately 500m of fence line prior to the start of construction.

6 PROJECT REQUIREMENTS

6.1 General.

i. Project includes, but is not limited to fire protection and alarm systems installation in inhabited facilities. Low Impact Development, sustainability and energy enhancement measures shall be included.

ii. Facilities shall be designed to a minimum life of 40 years in accordance with Department of Defense (DOD)'s Unified Facilities Code (UFC 1-200-02) including energy efficiencies, building envelope and integrated building systems performance. Pavements shall be designed to a minimum life of 50 years in accordance with Host Nation requirements.

iii. Supporting facilities include site development, utilities and connections, perimeter security devices, lighting, paving, walks, curbs, and gutters, storm drainage, landscaping, fencing, and signage. Measures shall be in accordance with the Department of Defense (DoD) Minimum Antiterrorism for Buildings standards.

iv. The Contractor shall implement a full range of construction and engineering activities in accordance with all applicable compliance documents. The Contractor shall supply all labor, equipment, and materials necessary to accomplish the work assigned unless otherwise specified. The Contractor shall perform management and planning functions, including performance measurement and funds status reporting, through the course of the effort.

v. Currently there is no Master Plan in place for the MK Installation; the infrastructure is not yet developed. As part of this project the Contractor shall provide extensive road work and utility connections, e.g. water, storm water, electricity, etc. Roads and especially the utility connections are essential for the operation of each objective and therefore mostly need to be provided at project start or beforehand. Since further projects are being developed and built parallel to this project, such as the Cargo Apron, the Fuel Storage Capacity and the NSIP project (NSIP and Cargo Apron is not part of this contract), the Contractor will be required to closely coordinate the design and construction with the Government, local authorities and adjacent projects and to check and revise all of the assumptions made as part of the attached 35%-Design. (Also refer to the 35% Design Analysis for further instructions.

vi. For all equipment installed by the Contractor, including equipment provided by the Contractor or provided by the Government as part of this contract necessary to deliver a fully functional facility, the Contractor shall provide all required permitting.

vii. The Contractor shall prepare a Health and Safety Plan.

viii. The Contractor shall prepare final Geotechnical and Topographical Surveys and verify existing site conditions.

ix. The Contractor shall prepare a Quality Control Plan and a Design Quality Control Plan. He shall establish and maintain an effective quality control (QC) system. The QC system must cover all construction design and construction operations, both onsite and offsite, and be keyed to the proposed construction design and construction sequence. Sufficient Contractor Safety and Health, Contractor Quality Control (CQC) staff must maintain a presence at the site at all times during progress of work. The CQC staff will be subject to acceptance by the Contracting Officer.

x. The Contractor shall provide Contractor-originated design/construction specifications that in conjunction with the drawings, demonstrates compliance with requirements of the Request For Proposal (RFP). The Contractor shall use an appropriate, market common and Government approved specification writing tool. The specified products, materials, systems, and equipment that are approved by the Designer of Record (DOR) submitted to the Government by the Contractor; and reviewed by the Contracting Officer shall be used to construct the project.

xi. The Contractor shall develop a complete Project Schedule (including associated timelines and coordinated price schedules) to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution of the project. Include design and permit activities with the necessary conferences and follow-up actions and design package submission dates. Include the design schedule in the project schedule, showing the sequence of events involved in carrying out the project design and construction tasks within the specific contract period. Provide a detailed level of scheduling sufficient to identify all major design and construction tasks, including those that control the flow of work. Also include review and correction periods associated with each item. The Contractor must designate an authorized representative with a minimum of 2-years of experience scheduling construction projects similar in size and nature to this project. Scheduling software shall be market common; Government approved and meets the requirements of this specification. The Contractor shall provide export files in a Primavera P6 (xer) compatible format. Representative must have a comprehensive knowledge of Critical Path Method (CPM) scheduling principles and application. The schedule shall be updated periodically as required. Also refer to the preliminary Construction Schedule and the Submittal Register in the SOW attachment, which are to be further developed by the Contractor.

xii. The Contractor shall develop a Submittal Register identifying all submittal requirements during the design and construction phase of the contract. The Contractor shall be responsible for listing all required design and construction submittals necessary to ensure that the project requirements are complied with. The Register shall identify submittal items such as shop drawings, manufacturer's literature, certificates of compliance, material samples, guarantees, and test/survey results that the Contractor shall submit for review. (NOTE: Approval of design-build submittals is the role of the design-builder's Designer of Record (DOR). The Government will normally only review for conformance to the contract, consisting of the RFP design criteria and the accepted proposal.) The DOR shall edit the submittal register and specifications to designate which submittals are for DOR Approval or for DOR Information and indicate that submittals are for Government Information or Approval (where G is designated for Government). Also refer to the preliminary Submittal Register in the SOW attachment, which is to be further developed by the Contractor.

xiii. The Contractor shall prepare Closeout Submittals including but not limited to a photo documentation of all executed work and As-built drawings.

xiv. The Contractor shall provide Manufacturer’s Instructions and Operation and Maintenance Data as well as manufacturer Certificates.

xv. The Contractor shall obtain all required Building Permits.

Construction works are only allowed on the basis of a building permit in accordance with Governing Law no 50/1991.

In order to obtain the building permit, the solicitant shall submit an application to the appropriate City Hall responsible for the land on which the facility is proposed to be built.

Once with the request for issuing the authorization, the solicitant shall submit documentation containing the following:

o Urbanism certificate;

o Proof of the property title of the land and/or existent buildings, or as the case may be, an extract from the updated cadastral plan and an extract from the updated land register information on the application date in the case in which the law doesn’t provide otherwise;

o Necessary legal approvals and agreements established by the urbanism certificate;

o The technical project for authorizing the execution of construction works;

o Proof of payment of legal fees.

Urbanism Certificate

The urbanism certificate is the act by which local or county authorities make known to the applicant the elements concerning the legal, economic regime and technical assessment of land and existing buildings on the application date. In the same certificate urban requirements to be fulfilled are also included, depending on the specific nature of the site as well as the list of legal approvals and agreements necessary for the authorization.

In order to obtain the urbanism certificate, the applicant, any person or entity, must submit documentation including:

An application form, which will contain the identification elements of the solicitant and the building, as well as the purpose of the request;

Topographic and cadastral plans at scales1:500, 1:2000 or 1:10000 as applicable;

approved by the county Cadaster and Land Registration Office(Oficiul de cadastru si publicitate imobiliara) indicating the property- land and/or building;

Proof of the fee payment for the Urbanism Certificate-copy.

The Urbanism Certificate is issued no later than 30 days from the date the application was filed, and must include the purpose of its issue. The urbanism certificate does not give the right to execute the construction work.

When the purpose for issuing the urbanism certificate is to obtain the construction permit, this will be accompanied by the technical data sheets necessary in order to issue the unique agreement.

It should be noted that the initial Urbanization Permit has been obtained for these projects and is attached. Any other regulations or requirements related to the Urbanization Permit for the purposes of permitting and certification of these projects NOT covered by the attached Urbanization Certification shall be performed by the Contractor.

Approvals and agreements required by the Urbanism Certificate

Through the urbanism certificate, the public administration may require other approvals and agreements to be obtained by the applicant and refers to areas over which it has established a specific protection regime or building restrictions. Thus, specific approvals for particular situations can be obtained, due to special conditions of location or functionality investment.

The project for the building permit work

The project to authorize the construction work must be developed in accordance with the requirements of the urbanism certificate and with content approvals and agreements required by this.

Projects for authorizing the construction work as well as technical projects, are elaborated by collective technical specialists, are assimilated and signed by highly trained technical staff only in architecture, construction and installation for the building as follows:

By an Architect with a diploma recognized by the Romanian state for the design of architecture for investment targets contained in all categories of construction above ground and underground;

By construction engineers and installations with a diploma recognized by the Romanian state for parts engineering in its specific areas for investment targets contained in all categories of construction above ground and underground as well as related installations.

In case of an incomplete submission of the technical documentation, it shall be returned to the applicant within 5 days from the date of registration in writing, specifying the missing elements necessary to complete the documentation.

The technical documentation for construction works contains according to Law No.50/1991 the following:

SECTION I: Written Description

a) The list of designer signatures:

Completed with their typed full name, their practice/discipline area(s), as well as their responsibilities within the project.

b) Narrative b1) General Data

Description of the scope of work for the construction work making reference to:

The location , topography and setting of the construction work

Specific climate and natural phenomena

Geology and seismic information

The importance category of the construction b2) Technical Narratives

Architecture

Structural

Installations

Technological facilities and installations , as applicable

Exterior arrangements and vertical systematization b3) Data and indices that characterize the projected investment included in the annex of the application for the building permit

Gross building area, net floor area and built ground area building heights and the number of levels construction volume

Percentage of land occupation - P.O.T.

Coefficient of land use - C.U.T.

b4) General estimate of the works, made in accordance with the legal actual provisions b5) Narrative Annexes

Geotechnical study

Technical verification report for the technical documentation in accordance to the actual legislation concerning quality in construction (including situations from Art 7 paragraph (21) and (23)) elaborated by a technical checker certified by the Ministry of Development, Public Works and Housing, chosen by the investor

Permits and insurance agreements, branching and connections to public utilities infrastructure as appropriate, and approvals, agreements and specific administrative acts of the central public administration bodies

SECTION II: Drawings

a) General Plans a1) General layout plan – general layout plan drawn at scale 1:10000, 1:5000; 1:2000, 1:1000, as applicable, issued by the Cadastral office and property publicly (Oficiul de cadastru si publicitate imobiliara teritorial) a2) Layout plans concerning the location of the investment objectives

The plan with the representation of the relief drawn in stereographic projection system in 1970, at scales 1:2000, 1:1000, 1:500, 1:200 or 1:100 ,where appropriate, approved by the Cadastral office and property publicly, on which will be represented the following :

The building to be constructed, identified by a cadastral number for which an urbanism certificate was issued and described through all essential topographic elements for the surface, side length and angles, including the position and height of the ridge and outer positions of fixed and mobile landmarks

Llocation of all buildings to be built Ddesigned building levels on three dimensions (levels + 0.00 , spot levels, location distances, axes, sidewalk levels, platform levels, etc.)

Ddenomination and destinations of each constructed body Vvertical development of land and rainwater drainage Ppedestrian and road accesses inside and outside buildings

b) Specific drawings b1) Architecture b2) Structures s

Foundation Plans – at scale 1:50 and will show:

Tthe compliance with the conditions of the geotechnical study Ffoundation measures to protect neighboring buildings, which joined designed buildings is applicable

Formatted: No bullets or numbering

Formatted: Indent: Left: 1", Hanging: 0.2"

Foundation details Complete structural project – only for buildings with more basements and at least 10 floors b3) Installations b4) Technological facilities and installations

Every structural drawing will be stamped by an A1, A2 certified checker.

According to the legislation, the building permit shall be issued to the applicant, directly or by mail (with a recorded delivery letter with acknowledgement of receipt) within 30 calendar days from the submission date of the complete documentation. The building permit has a validity period of 12 months from the issue date; the range in which the applicant is obliged to begin the work. If the applicant starts work in this period, then the validity of the authorization shall extend throughout the execution of the work provided by the authorization, according to the technical project. If during the execution of work requirements/ or conditions for meeting the requirements in the building permit change, the holder is obliged to apply for a new permit incorporating all the changes made.

6.2 Task I: Design

Design work shall include, but is not limited to the following:

Prepare necessary plans and specifications for proper execution of the project.

The design shall be developed using the metric system.

Verify and update (if necessary) the Geotechnical Survey so that it provides all the geotechnical data required for the design and construction of the proposed improvements.

The Contractor shall reference the attached Environmental Baseline Survey (EBS) for details regarding the project site to incorporate into the design.

The structural calculation and drawings shall be reviewed and approved by a licensed Romanian checker of the appropriate discipline(s) at the Contractor’s expense. For this purpose the Contractor shall submit two (2) sets of structural calculations and drawings to the selected checker and three (3) sets to the COR and competent local authorities. The site supervision by an Engineer in accordance with the relevant state building code shall be included in the contract without exception. The Engineer must be approved by the COR. The COR has the right to disapprove the submitted Engineer for the following reasons:

Engineer not licensed for the appropriate discipline(s) Engineer’s office not within reasonable travel distance to the construction site

The Contractor shall not commence demolition or construction work of any kind before the structural design has been approved and released. The Contractor shall coordinate his construction work with the Designer of RecordEngineer.

Ensure all systems (Mechanical, Electrical, other) meet current applicable codes.

LEED shall be taken into account. The project shall be Silver Certified.

Ensure the design meets accessibility AMERICAN WITH DISABILITIES ACT/ARCHITECTURAL BARRIERS ACT (ADA/ABA) requirements.

For information regarding the AT/FP requirements refer to the Attachment: Design Analysis.

Note: For the additional guidance refer to the attachments listed at the end of this SOW.

6.2.1 Technical Design Criteria

The proposed construction will be executed in compliance with the current and applicable Host Nation (Romanian) environmental laws and regulations, and that, as such, will not contribute to ground, water, or air pollution and will not adversely affect the environment.

The project design will conform to applicable U.S. Army criteria, U.S. and Host Nation (Romanian) criteria, and other applicable codes and regulatory agencies having jurisdictional policies, regulations, manuals, and pamphlets. The Contractor shall consider all applicable US and Host Nation (Romanian) Design Laws, Codes and Standards; design criteria to include but not limited to the following:

MULTI MODAL IMPROVEMENTS TECHNICAL DESIGN CRITERIA

General

- Law no. 50/1991 regarding the authorization of construction works - Republished and Updated 2016

- AMC Passenger Terminal Facility Design Guide, August 2011

- Air Mobility Command Central Deployment Center Design Guide

- Air Mobility Command Passenger Terminal Facility Design Guide

- Air Force Handbook 10-222, Bare Base Handbook, Volume 2, 6 February 2012

- Airfield and Heliport Planning and Design, 17 November 2008

- Covered Storage, UFC 4-442-01N, 16 January 2014

- USACE Department of the Army Facilities Standardization Program General Purpose

Warehouse

- Contingency Center of Standardization Executive Summary Booklet A, Contingency

Standard Design Program Contingency Design Program, Middle East District USACE

- Contingency Center of Standardization Executive Summary Booklet B, Contingency

Standard Design Program, Middle East District USACE

- Army Space and Planning Criteria Manual

- Air Force Handbook 32-1084 Facility Requirements

- IBC (International Building Code), Current Version

- Architectural Barriers Act (ABA), 1968, as amended

- UFC 3-600-01 Fire Protection Engineering for Facilities, with Change 1

- NFPA 30 Flammable and Combustible Liquids Code

- ADAAG (Americans with Disabilities Act (ADA) Accessibility Guidelines) – the ADA is considerably more exigent than the local NP051/2012 and therefore prevails

- TSA Recommended Security Guidelines for Airport Planning, Design, Construction, Revised June 15, 2006

- Non-Permanent DoD Facilities in Support of Military Operations, UFC 1-201-01, 1 January

- Host Nation Facilities in Support of Military Operations, UFC 1-202-01, 1 September 2013

- UFC 3-210-10 Low Impact Development

- UFC 3-250-01FA Pavement Design for Roads, Streets, Walks, and Open Storage Areas

- UFC 3-701-01 (DoD Facilities Pricing Guide, with change 6, May 2014).

- Alternatives considered follow guidance specified in Department of the Army (DA)

Pamphlet 415-3, which dictates the composition of an Economic Analysis, and the Manual for Preparation of Economic Analyses for Military Construction (Headquarters USACE, 9 February 2009)

- Life Safety and Fire codes NFPA 101, NFPA 13 http://www.nfpa.org/codes-and-standards/document-information-pages

- UFC 4-010-01, dated 9 Feb 2012, Change 1, October 2013 “ DoD Minimum Antiterrorism

Standard for Buildings” and EUCOM OP-ORD

- UFC 01-300-08 – Criteria for Transfer and Acceptance of DoD Real Property

- TM 5-853-3 - Security Engineering

- Appendix 1 (AT/FP Construction Design Standards) to Annex D Logistics to EUCOM

ATFP OPORD 16-03

- All applicable Host Nation (Romanian) Laws and Standards

- EUD Design Guide

- USACE TECHINFO for USACE guide-specs, design criteria, technical manuals and related publications http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

- Whole Building Design Guide (WBDG) www.wbdg.org

- A/E/C CADD Standard Release 3.0 https://tsc.wes.army.mil/products/standards/aec/aecstd.asp

- Strategic Plan to Implement Executive Order 13101 Sustainable design program (LEED) Silver certified.

- USBGC (U.S. Breen Building Council)

- Civil works – pavements and storm water drainage

- Bi-SC Directive 85-5 NATO Approved Criteria and Standards for Airfields (29 October

2010)

- Official Monitory Part I, nr.46 applied from 2015.01.13

- UFC 3-230-06A Subsurface Drainage (16 January 2004)

- UFC 3-250-03 Standard Practice Manual for Flexible Pavements (15 May 2001)

- UFC 3-250-04FA Standard Practice for Concrete Pavements (16 January 2004)

- UFC 3-260-01 Airfield and Heliport Planning and Design (17 November 2008

- UFC 3-260-02 Pavement Design for Airfields (30 June 2001)

- UFC 4-022-03 Security fences and gates (1 October 20013)

- Technical Guidance on Implementing the Storm water Runoff Requirements for Federal Projects under Section 438 of the Energy Independence and Security Act

- ETL 11-4 Airfield Pavement Drainage Layers (13 December 2011)

- ETL 04-2 Standard Airfield Pavement Marking Schemes (19 July 2004)

- ICAO Annex 14 Part I – Aerodrome Design and Operations (2013)

- ICAO Annex 14 Part II – Taxiways, Aprons and Holding Bays (2005)

- NP 034 1999 Rigid pavements (1999)

- NP 081-2002 “Design of rigid pavements norm”

- NE 014 Code of practice for execution of concrete, reinforced concrete and prestressed concrete woks (2002)

- NE 012 Code of practice for execution of concrete, reinforced concrete and prestressed concrete woks (2010)

- SR 183-2 Road works. Cement concrete pavements executed in sliding shuttering.

Technical quality provisions (1998)

- STAS 333 Hot rolled steel. Round steel (1984)

- SR EN 12 620 Aggregates for concrete (2013)

- SR EN 12620+A1 Aggregates for concrete (2008)

- SR EN 13043 Aggregates for asphalt concrete (2013)

- SR EN 13242 Aggregates for unbound and hydraulically bound materials (2013)

- STAS 1629/3-91 Underground water catchments by drains

- STAS 1846-90 – Exterior sanitary sewerage. Sanitary sewerage flow calculations.

Technical prescriptions.

- STAS 3051-91 – Sewerage systems. Main pipes of exterior networks. Fundamental design prescriptions.

- STAS 4068 / 2-87 - maximum water flow and volume. Probabilities annual maximum flow rates and volumes in normal and special operating

- STAS 10898-85 - Water supply and sewerage. Terminology

- STAS 1481-86 - Sewerage. External networks. General criteria and study design

- STAS 2308-81 - Water supply and sewerage. Covers and frames for manholes.

- STAS 2448-82 - Sewerage. Manholes. Design prescriptions.

- STAS 3272-80 - Sewerage. Grills frame , cast iron , for drains

- STAS 11566-91 - Sewerage. Activated sludge basins. General design.

- STAS 12264-91 - Sewerage. Separation of oil and grease from wastewater treatment plants

- SR EN 295-1 + A1: 1997 - Tubes and fittings and their joints and connections to sewerage networks. Part 1:

- SR EN 1433: 2003 - Channels wastewater discharge from foot traffic areas used by pedestrians and vehicles. Classification , requirements for design and testing , marking and conformity assessment

- SR EN 858-1: 2002 –Oil/water separators (e.g. oil). Part 1: Requirements for design, performance and testing, marking and quality control.

- SR EN 1825-2: 2002 - grease separators. Part 2: Selection of nominal size, installation, service and maintenance.

- GP 043/99 - Guidance on the design, execution and operation of water supply systems and sewage pipes using PVC, polyethylene and polypropylene.

- NTPA 001/2002 - Standard setting limits on pollutants charging of Urban and industrial wastewater to discharge into natural receivers - approved by H. G. no. 188 / 28.02.2002.

- NTPA 002/2002 - Standard on conditions of wastewater discharge in the local sewerage networks and wastewater treatment plants directly - approved by H. G. no. 188 / 28.02.2002.

- NTPA 003/1997 - rules on the methodology of management and process control of activated sludge biological treatment in wastewater treatment plants of Urban, industrial and livestock.

- NTPA 011/2002 - Technical rules for the collection, treatment and discharge of wastewater

- P 96-96 - Guidelines for the design and execution of storm water sewerage in civil buildings, industrial and cultural capital; Construction Bulletin no. 13/1997.

Architectural

- UFAS (Uniform Federal Accessibility Standards),

- www.access-board.gov/ufas/ufashtml/ufas.htin

- ADAAG (Americans with Disabilities Act (ADA) Accessibility Guidelines) http://www.access-board.gov/guidelines-and-standards/buildings-and-sites/about-the-aba-standards/aba-standards

- Architectural Barriers Act (ABA)

- EUD Design Guide

- Appendix D (AT/FP Construction Design Standards) to Annex D AT/FP OPORD 16-03

Fire Protection

- Order No. M.111 of November 11th, 2008 for the approval of Norms for the protection against fire in the Ministry of Defense

- Normative for building fire safety P118/1999

- NFPA 1, Fire Codes, latest Edition

- NFPA 72, National Fire Alarm Code

- NFPA 75, Standard for the Fire Protection of Information Technology Equipment

- NFPA 101 Life Safety Code

- NFPA 291, Fire Flow Testing

- NFPA 10 Portable Fire Extinguishers

- NFPA 70 / NEC National Electrical Code

- UFC 1-200-01 Unified Facilities Criteria – General Building Requirements

- IBC International Building Code

- UFC 3-600-01 “Fire Protection Engineering for facilities” and all NFPA Codes referenced in MIL-HDBK-1008C, www.hnd.usace.army.mil/techinfo/milhbk.htm

Mechanical

- ASHRAE 111, Testing, Adjusting and Balancing of Building HVAC Systems

- ASHRAE Standard 55/2004, Thermal Environmental Conditions for Human Occupancy

- ASHRAE 62.1, Ventilation for Acceptable Indoor Air Quality

- ASHRAE 90.1, Energy Standard for Buildings Except Low-Rise Residential Buildings

- UFGS 23 05 93, Testing Adjusting and Balancing for HVAC Systems

- UFGS 23 08 00.00 10, Commissioning of HVAC Systems

- International Plumbing Code

- National Standard Plumbing Code

- Resource Conservation and Recovery Act (42 U.S.C. 962) OSHA Regulations

- UFC 3-420-01, Plumbing Systems

- UFC 3-410-01, Heating, Ventilating, And Air Conditioning Systems

- UFC 1-200-02, High Performance and Sustainable Building Requirements

- SR 1343-1/2006: Water supplies. Calculation of drinking water supply quantities in urban and rural sites

- EN 10311/2005: Joints for the connection of steel tubes and fittings for the conveyance of water and other aqueous liquids

- SR EN 12056-1/2002: Gravity drainage systems inside buildings - Part 1: General and performance requirements

- SR EN 12056-2/2002: Gravity drainage systems inside buildings - Part 2: Sanitary pipework, layout and calculation

- SR EN 12056-3/ 2002: Gravity drainage systems inside buildings - Part 3: Roof drainage, layout and calculation

- NTPA-002 2002: Normative regarding the discharge conditions of wastewaters from the localities sewage networks and directly into the purification stations

- PT C9/2010: Technical prescriptions for hot water boilers and low pressure boilers.

- GP 043/1999: Guidelines for the design, execution and operation of the water supply and sewage using PVC pipes, polyethylene and polypropylene.

- SR 1907-1/2014: Heating plants - Design heat requirements computation for buildings - Computation method

- SR 1907-2/2014: Heating plants - Design heat requirements computation for buildings - Design conventional indoor temperatures

- SR EN 13779/2005: Ventilation for non-residential buildings. Performance requirements for ventilation and room-conditioning systems

- Normative I5/2010: Normative for design, execution and exploitation of the HVAC installations

- P118-2/2013: Fire safety of buildings normative

- EN 12845/2015: Fixed firefighting systems - Automatic sprinkler systems - Design, installation and maintenance

- NFPA 13: Standard for the Installation of Sprinkler Systems

- FM Datasheet 8-9, Storage Of Class 1, 2, 3, 4 And Plastic Commodities

- EN 12101/2011: Smoke and heat control systems

- UFC 3-600-01, Fire Protection Engineering For Facilities

- UFC 3-600-02, Operation And Maintenance: Inspection, Testing, And Maintenance Of Fire

Protection Systems

- UFC 3-460-01, Design: Petroleum Fuel Facilities

- UFGS 22-00-00, Plumbing, General Purpose

- UFGS 23-07-00, Thermal Insulation For Mechanical Systems

- Security and integrated defense requisites:

· UFC 4-01-01, DoD minimum antiterrorism standards for buildings

· AE-R 525-13

· EUCOM Operational Order (OPORD) 11-05, Annex D

Electrical

- USACE TI 800-01 – Technical Instructions, Design Criteria

- NFPA 70, National Electrical Code

- NFPA 70E, Standards for Electrical Safety at Workplace, latest Edition

- UFC 3-520-05, Stationary Battery Areas

- UFC 3-530-01, Design: Interior, Exterior Lighting and Controls

- UFC 4-021-01, Design and Operation & Maintenance: Mass Notification Systems

- ANSI/TIA-942, Telecommunications Infrastructure Standard for Data Centers

- U.S. Army Europe Cable Distribution System (CDS) Construction Standards (5th Signal

Command)

- UFC 3-501-01 Electrical Engineering

- UFC 3-550-01 Exterior Electrical Power Distribution

-NFPA 72 National Fire Alarm Code – 2002 Edition

General

- Law no. 50/1991 regarding the authorization of construction works - Republished and Updated 2016

- USACE Department of the Army Facilities Standardization Program General Purpose Warehouse

- Contingency Center of Standardization Executive Summary Booklet A, Contingency Standard Design Program Contingency Design Program, Middle East District USACE

- Contingency Center of Standardization Executive Summary Booklet B, Contingency Standard Design Program, Middle East District USACE

- Air Force Handbook 32-1084 Facility Requirements

- IBC (International Building Code), Current Version

- Architectural Barriers Act (ABA), 1968, as amended

- UFC 3-600-01 Fire Protection Engineering for Facilities, with Change 1

- NFPA 30 Flammable and Combustible Liquids Code

- ADAAG (Americans with Disabilities Act (ADA) Accessibility Guidelines) – the ADA is considerably more exigent than the local NP051/2012 and therefore prevails

- Host Nation Facilities in Support of Military Operations, UFC 1-202-01, 1 September

- UFC 3-210-10 Low Impact Development

- UFC 3-250-01FA Pavement Design for Roads, Streets, Walks, and Open Storage Areas

- UFC 3-701-01 (DoD Facilities Pricing Guide, with change 6, May 2014).

- Alternatives considered follow guidance specified in Department of the Army (DA) Pamphlet 415-3, which dictates the composition of an Economic Analysis, and the Manual for Preparation of Economic Analyses for Military Construction (Headquarters USACE, 9 February 2009)

- Life Safety and Fire codes NFPA 101, NFPA 13 http://www.nfpa.org/codes-and-standards/document-information-pages

- UFC 4-010-01, dated 9 Feb 2012, Change 1, October 2013 “ DoD Minimum Antiterrorism Standard for Buildings” and EUCOM OP-ORD

- UFC 01-300-08 – Criteria for Transfer and Acceptance of DoD Real Property

- TM 5-853-3 - Security Engineering

- Appendix 1 (AT/FP Construction Design Standards) to Annex D Logistics to

USCINCEUR AT/FP OPORD 01-01

- All applicable Host Nation (Romanian) Laws and Standards

- EUD Design Guide related publications http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

- Whole Building Design Guide (WBDG) www.wbdg.org

- A/E/C CADD Standard Release 3.0 https://tsc.wes.army.mil/products/standards/aec/aecstd.asp

Civil works – pavements and storm water drainage

- Bi-SC Directive 85-5 NATO Approved Criteria and Standards for Airfields (29 October 2010)

- Official Monitory Part I, nr.46 applied from 2015.01.13

- UFC 3-230-06A Subsurface Drainage (16 January 2004)

- UFC 3-250-03 Standard Practice Manual for Flexible Pavements (15 May 2001)

- UFC 3-250-04FA Standard Practice for Concrete Pavements (16 January 2004)

- UFC 3-260-01 Airfield and Heliport Planning and Design (17 November 2008)

- UFC 3-260-02 Pavement Design for Airfields (30 June 2001)

- UFC 4-022-03 Security fences and gates (1 October 20013)

- Technical Guidance on Implementing the Storm water Runoff Requirements for Federal Projects under Section 438 of the Energy Independence and Security Act

- ETL 11-4 Airfield Pavement Drainage Layers (13 December 2011)

- ETL 04-2 Standard Airfield Pavement Marking Schemes (19 July 2004)

- ICAO Annex 14 Part I – Aerodrome Design and Operations (2013)

- ICAO Annex 14 Part II – Taxiways, Aprons and Holding Bays (2005)

- NP 034 1999 Rigid pavements (1999)

- NP 081-2002 “Design of rigid pavements norm”

- NE 014 Code of practice for execution of concrete, reinforced concrete and prestressed concrete works (2002)

- NE 012 Code of practice for execution of concrete, reinforced concrete and prestressed concrete works (2010)

- SR 183-2 Road works. Cement concrete pavements executed in sliding shuttering.

Technical quality provisions (1998)

- STAS 333 Hot rolled steel. Round steel (1984)

- SR EN 12 620 Aggregates for concrete (2013)

- SR EN 12620+A1 Aggregates for concrete…