A.02.17 Attachment 8 Statement of Work.pdf

REQUEST FOR PROPOSAL

EDI POL INCREASE CAPACITY

KECSKEMÉT AIR BASE, HUNGARY

PROJECT NUMBER:

W912GB21D0014

W912GB22F0141

CORRECTED FINAL RFP SUBMITTAL

U.S. Army Corps of Engineers, Europe District

15 September 2022

TABLE OF CONTENTS

Section 01 10 10 – Statement of Work

POL Increase Capacity Statement of Work

Appendices

Appendix A Drawings

Appendix B Geotechnical Investigation Report

Appendix C Site Survey

Appendix D Fire Suppression System Report

Appendix E Schedule

Specifications

Division 00 Specifications – Procurement and Contracting Requirements

00 74 01 Special Conditions (NAU)

00 74 02 Time Extension for Unusually Severe Weather (NAU)

Division 01 Specifications – General Requirements

01 22 00 Price and Payment Procedures

01 30 01 General Requirements (NAU)

01 30 06 Government Field Office (NAU)

01 32 01 Project Schedule (NAU)

01 33 00 Submittal Procedures (NAU)

01 33 16 Design After Award (NAU)

01 33 23.33 Aviation Fuel System Specific Submittal Requirements

01 35 26 Government Safety Requirements (NAU)

01 42 00 Sources for Reference Publications (NAU)

01 45 00 Quality Control (NAU)

01 45 01 Resident Management System Contractor Mode (RMS CM) (NAU)

01 45 05 Contractor Personnel Requirements (NAU)

01 45 10 Design Quality Control (NAU)

01 45 35 Special Inspections (NAU)

01 60 00 Comparable Product Requirements (NAU)

01 78 00 Closeout Procedures (NAU)

01 78 23 Operation and Maintenance Data (NAU)

Division 09 Specifications – Finishes

09 97 13.15 Low VOC Polysulfide Interior Coating of Welded Steel Fuel Tanks

09 97 13.27 High Performance Coating for Steel Structures

Division 33 Specifications – Utilities

33 01 50.55 Cleaning of Petroleum Storage Tanks

33 05 23.13 13 Utility Horizontal Directional Drilling

33 08 53 Aviation Fuel Distribution System Start-Up

33 09 55 Aviation Fuel Pump Control and Annunciation System (Cut-N-Cover Tanks)

33 11 00 Water Utility Distribution Piping

33 30 00 Sanitary Sewerage

33 52 23.15 POL Service Piping Welding

33 52 43.11 Aviation Fuel Mechanical Equipment

33 52 43.13 Aviation Fuel Piping

33 52 43.14 Aviation Fuel Control Valves

33 52 43.23 Aviation Fuel Pumps

33 52 80 Liquid Fuels Pipeline Coating Systems

33 56 21.17 Single Wall Aboveground Fixed Roof Steel POL Storage Tank

SECTION 01 10 10 STATEMENT OF WORK

Contents

1.0 PROJECT INFORMATION

1.1 Government Engineer

2.0 PROJECT DESCRIPTION

2.1 General

2.2 Increase POL Capacity

2.2.1 Bid Options

2.3 Antiterrorism Requirements

2.4 Project Site

2.5 Sustainable Building Requirements

2.6 Government-Furnished / Government-Installed Items (GF/GI)

3.0 PROJECT REQUIREMENTS

3.1 Submittal Requirements

3.1.1 Design Review Requirements

3.2 Design Criteria

3.3 Site Design

3.3.1 Site Surveys and Geotechnical Report

3.3.2 Temporary Construction

3.3.2.1 Erosion Control

3.3.2.2 Storm water Management

3.3.2.3 Site Discharge Water

3.3.2.4 Dust Control

3.3.2.5 Stockpiles

3.3.2.6 Noise and Air Quality

3.3.2.7 Waste Material

3.3.2.8 Road Cleaning

3.3.3 Demolition

3.3.4 Site Layout

3.3.4.1 Pavement and Equipment Pads

3.3.4.2 Roadways

3.3.4.3 Sidewalks/Stairs

3.3.4.4 Landscaping

3.3.5 Grading and Drainage

3.3.6 Site Utilities

3.3.6.1 Domestic Water

3.3.6.2 Fire Protection

3.3.6.3 Sanitary Sewer

3.3.6.4 Site Electrical

3.3.6.5 Communications

3.4 Fuel Storage

3.4.1 Design Criteria

3.4.2 Design Overview

3.4.3 Equipment Requirements

3.4.4 Existing Pump House Conditions

3.4.5 Incoming Supply Pipeline Modifications

3.5 Architectural

3.5.1 Design Overview

3.5.2 Design Criteria

3.5.3 Building Code Assumptions

3.5.3.1 Use and Occupancy

3.5.3.2 Construction Type

3.5.4 Architectural Compatibility with Existing Air Base

3.5.5 Accessibility Criteria

3.5.6 Antiterrorism Criteria

3.5.7 Construction Materials

3.5.7.1 Exterior Design Requirements

3.5.7.2 Interior Design Requirements

3.5.8 Casework

3.5.9 Toilet Accessories

3.5.10 Storage Shelving

3.5.11 Fire Extinguishers

3.5.12 Signage

3.6 Structural

3.6.1 Design Criteria

3.6.1.1 Structural Calculations

3.6.2 Minimum Structural Design Loads

3.6.2.1 Dead Loads

3.6.2.2 Live Loads

3.6.2.3 Roof Loads

3.6.2.4 Roof Snow Loads

3.6.2.5 Horizontal Loads

3.6.3 Materials

3.6.3.1 Reinforced Concrete

3.6.3.2 Concrete Mixture Proportions

3.6.3.3 Forms

3.6.3.4 Masonry

3.6.3.5 Structural Steel

3.6.3.6 Hollow Steel Sections

3.6.3.7 Cold-Formed Steel Framing Members

3.6.3.8 Welding

3.6.4 Foundation System

3.6.5 Structural Framing and lateral System

3.7 Plumbing

3.7.1 Design Criteria

3.7.2 General Design Requirements

3.7.3 Plumbing Fixtures

3.7.4 Domestic Water Distribution

3.7.5 Cold Water Service

3.7.6 Sanitary Waste

3.7.7 Waste Piping

3.7.8 Vent Piping

3.7.9 Condensate Piping

3.7.10 Pipe Insulation

3.7.11 Floor Drains and Cleanouts

3.8 Heating, Ventilation, and Air Conditioning

3.8.1 Design Criteria

3.8.2 Building Load Calculations

3.8.3 General Design Requirements

3.8.4 HVAC Space Design

3.8.5 Heating/Cooling Systems

3.8.6 Air Distribution Systems

3.8.6.1 General Building System Requirements

3.9 Fire Protection

3.9.1 Design Criteria

3.9.2 Fire Protection Systems

3.9.2.1 Fire Sprinkler Systems

3.9.2.2 Fire Extinguishers

3.9.3 Tank Fire Suppression System

3.9.4 Fire Detection, Alarm and Mass Notification System

3.10 Electrical and Telecommunications

3.10.1 Design Criteria

3.10.2 Electrical Service & Distribution

3.10.2.1 Electrical Service

3.10.2.2 Building Distribution Voltage

3.10.2.3 Distribution Switchboard (below 600 Volts)

3.10.2.4 Electric Panelboards

3.10.2.5 Building Grounding

3.10.2.6 Electrical Distribution Loading Criteria

3.10.2.7 Electrical Calculations and Reports

3.10.3 Lighting and Branch Wiring

3.10.3.1 Interior Lighting

3.10.3.2 Exterior Lighting

3.10.3.3 Lighting Equipment

3.10.3.4 Lighting Control

3.10.3.5 Illumination Levels

3.10.4 Branch Wiring Devices

3.10.4.1 Wiring Devices

3.10.4.2 Safety Switches

3.10.4.3 Device Identification

3.10.5 Lightning Protection System

3.10.6 Cathodic Protection System

3.10.7 Emergency Lighting System

3.10.8 Emergency Generator

3.10.9 Data Communications

3.10.9.1 General

3.10.9.2 Site Requirements

3.10.10 Voice Communications

3.10.11 Cybersecurity of Facilities Related Control Systems

3.11 Sustainability

4.0 ENVIRONMENTAL REQUIREMENTS

4.1 General

4.1.1 Hazardous Materials

4.1.2 Unexploded Ordinance

4.1.3 Environmental Resources

4.2 Environmental screening

4.2.1 Geotechnical Information

4.2.2 Environmental Survey

5.0 KECSKEMET BASE REQUIREMENTS

5.1 General

5.2 Public Holidays

5.3 Base Access Procedures for Contractors

5.3.1 Base Access Contact:

5.4 Night and Weekend Work Restrictions

5.5 Construction Site Restrictions

5.6 Flightline and/or Immediate Vicinity Site Requirements

5.7 Haul Roads

5.8 Excavations

5.9 Contractor Laydown Area

5.10 Construction Site Safety and Security

6.0 CONTRACT OPTIONS

6.1 OPTION 1: Increased Fuel Tank Capacity

6.2 OPTION 2: Repave Damaged Roads POL Site B

6.3 OPTION 3: Provide Fuel Necessary for Commissioning

6.4 OPTION 4: Dispose of Fuel Necessary for Commissioning

6.5 OPTION 5: Dispose of Contaminated Soil – 10 CM

6.6 OPTION 6: Dispose of Contaminated Soil – 10 CM to 100 CM

1.0 PROJECT INFORMATION

Project Title: EDI: POL INCREASE CAPACITY

Project Sponsor: U.S. Army Corp of Engineers, Europe District

Location: Kecskemét Air Base, Hungary

Lat/Long: 46°55'03"N (46.917500), 19°43'57"E (19.749222)

1.1 Government Engineer

U.S. ARMY CORPS OF ENGINEERS (USACE)

DSN:

Project Manager: Paul Audije Tel: +49 611-9744-2121

E-mail: Paul.C.Audije@usace.army.mil Cell: +49 174-632-6290

2.0 PROJECT DESCRIPTION

2.1 General

The EDI Petroleum, Oil, and Lubricant (POL) Increase Capacity at Kecskemét Air Base (AB), Hungary project is required to achieve compliance with the Electronic Data Interchange (EDI), part of the Consolidated and Further Continuing Appropriations Act of 2015 in support of Operation Atlantic Resolve. This initiative includes military exercises and training on land, in the air, and at sea while sustaining a rotational presence throughout Europe. A key enabler for training and combat operations is substantial infrastructure at key locations to support military activities.

To support this operation, Kecskemét AB requires additional operational jet fuel storage facilities to accommodate two North Atlantic Trade Organization (NATO)-equivalent Tactical Fighter Aircraft (TFA) squadrons and Strategic Transport Aircraft (STA). With limited airspace windows, all aircraft need to be fueled and ready for takeoff at the commencement of their respective flying schedules.

The increased jet fuel storage capacity will support the refueling of the TFA and STA. This will directly improve airfield operations for greater responsiveness during bilateral and multilateral exercises and training with allies and partners. This project will boost airfield presence and improve airfield capability and readiness response to support Operation Atlantic Resolve.

2.2 Increase POL Capacity

The scope of the EDI POL Increase Capacity at Kecskemét AB, Hungary project includes design and construction of an operational jet fuel storage facility using conventional design and construction methods in support of EDI. The facility will be compatible with applicable Host Nation, NATO, Department of Defense (DoD), and Air Force design standards. Local materials and construction techniques shall be used where required by another standard. Design and construction will include two 1900 m3 (1,900,000 L) cut-and-cover fuel storage tanks, each on separate existing POL sites on the base (A & B) with a contract option to increase the tank capacity to two 2,500 m3 (2,500,000 L) cut-and-cover fuel storage tanks. All contract bid options are described in Section 6.0. The project scope also includes design and construction of all applicable support facilities including a POL operations building (site A), incoming fuel supply pipeline protection, site development, utilities and connections, lighting, lightning protection, repaving and road modifications, storm drainage connections, landscaping, and signage. Facility design will be permanent construction in accordance with DoD Unified Facilities Criteria (UFC) 1-202-01, Host Nation Facilities in Support of Military Operations, Bi-Strategic Commands (Bi-SC) Directive 85-5, NATO Approved Criteria and Standards for Airfields, United States Air Force in Europe (USAFE)/NATO Airfield Standard Design for Jet Fuel Storage/Dispensing Systems, including Standard Specifications B, E, an M; AC/4-N(2017)002, NATO Approved Technical Criteria and Standards for POL Facilities, UFC 3-460-01 Design: Petroleum Fuel Facilities, and UFC 1-200-02, High Performance and Sustainable Building Requirements, where applicable. This project will comply with DoD antiterrorism requirements per UFC 4-010-01, where applicable.

2.2.1 Bid Options

Option 1: Increase tank capacity to (2) 2,500 m3 tanks.

Option 2: Repave damaged roads on POL site B (see plans).

Option 3: Provide Fuel Necessary for Commissioning

Option 4: Dispose of Fuel Necessary for Commissioning

Option 5: Dispose of Contaminated Soil – 10 CM

Option 6: Dispose of Contaminated Soil – 10 CM to 100 CM

2.3 Antiterrorism Requirements

The facility is to be constructed using conventional design and construction methods to accommodate the requirements contained in this document. The facility shall be designed in accordance to NATO standards for POL Facilities, AC/4-N(2017)002, STANAG 3784 DPP (Edition 6), Bi-SC Directive 85-5, UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings and Host Nation Requirements. Since the POL operations building will be of low occupancy (occupied by less than 11 DoD personnel at the same time) this facility is exempt from the minimum standards as specified in Section 1-6.1 of UFC 4-010-01.

2.4 Project Site

Kecskemét Air Base is located near the city of Kecskemét in the county of Bács-Kiskun in central Hungary at an elevation of 115 meters above sea level. The base was originally constructed in 1951.

At this time the base is primarily utilized for military operations only; however, host-nation personnel have indicated a desire to conduct civilian and commercial flight operations as well in the future. The base is operated by the Hungarian Defense Force (HDF) 59th Wing. There are two POL facilities that serve as jet fuel storage located on the South West side of the base which are separated by a forested area. The base is fenced and is considered to have a fully controlled perimeter. See Appendix A for the project location, Site Plans, and locations of the site utilities.

Utilities are available at the site and shall be extended to the Bulk Fuel Storage Facility. The provided plans will be the basis for the final design drawings developed by the Contractor.

The project site shows no evidence of existing erosion, sedimentation, or unsuitable soil and there is no information or data to suggest that the site contains any environmental, unexploded ordinance (UXO), wetlands, or hazardous materials. However, the possibility of hazardous materials and UXO from previous uses of the site does exist. The contractor shall perform a UXO survey and if hazardous materials or UXO are found to exist on the site, the Contractor shall immediately notify the Contracting Officer’s Representative (COR), cease work in the area, and secure the site. The Contractor shall take precautions to protect the site from surface run-off and precipitation and prevent leaching of any hazardous material in the surrounding area.

2.5 Sustainable Building Requirements

The project shall comply with and incorporate Host Nation and UFC 1-200-02 sustainability standards and best practices into the design and construction to the extent practical.

2.6 Government-Furnished / Government-Installed Items (GF/GI) Contractor shall coordinate with the US Government on GF/GI item requirements and provide suitable structural support, brackets for wall/ceiling-mounted equipment, all utility connections, and space with required clearances for all GF/GI items.

3.0 PROJECT REQUIREMENTS

3.1 Submittal Requirements

The Contractor shall provide the US Government with each submittal listed below. Deliverables shall be in PDF format for all documents, and the Contractor shall provide both PDF and native CAD files for the drawings. The Contractor may use Building Information Modeling (BIM) or other 3D Modeling software for the project, but it is not a requirement. All deliverables shall be in English and Hungarian.

Concept Design (35% Design Submission)

This submittal represents 35% of the design effort and shall be of sufficient detail to show how the users' functional and technical requirements will be met, indicate the designer's approach to the solution of technical problems, show compliance with design criteria or provide justification for noncompliance, and provide a detailed estimate of cost. The Concept Design shall consist of but is not limited to the following:

Design (35%) including all base items and all option items. The option items shall be clearly identified in the contract documents. All building loads (utility, structural, Heating, ventilation, and air conditioning [HVAC], etc.) for base items and option items shall be incorporated into the design.

Preliminary Site Layout Plans - Indicate existing and proposed Civil features. Include other disciplines’ features (faded back) that affect the Civil Design (buildings, mechanical structures, electrical utilities, etc.).

Preliminary Grading Plans, including contours, finish floor elevations, and retaining walls.

Preliminary Pavement Plans.

Preliminary Utility Plans (Storm, Sanitary, and Water).

Preliminary Fencing and Outdoor Furnishings Plans.

Design Analysis: Design narrative, code analysis, and design calculations for all disciplines.

Code analysis to include comparison of US, NATO, DoD, and Host Nation codes/guidance.

Ensure Design Analysis meet the detailed requirements outlined in UFC 3-420-01.

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

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

Legends and abbreviations provide legends and abbreviation lists to clarify all symbols and abbreviations used on the drawings

Floor Plans – Provide all floor plans, indicating room names, areas, and basic dimensions.

Ceiling Plans – Provide reflected ceiling plans for all rooms, indicating ceiling materials and fixtures.

Building Elevations – Provide all building elevations indicating all exterior materials.

Roof Plan – Provide a plan of all roof areas, indicating direction of slope and method of drainage.

Building Section – Indicate heights of critical building elements.

Wall Section - Provide a typical interior and exterior wall section for each building – describe wall materials.

Preliminary floor plans which provide information of the main structural system of the construction giving general information about dimensions of main elements such as columns, beams, bearing walls, etc.

Preliminary foundation plans which include for all typical structures, showing dimensions, arrangements, locations referred to a column line grid system, type of foundation and foundation obstructions. Include the layout of all slabs, footings, piers, grade beams, piles, etc., showing all foundation features of the design.

35% Electrical design analysis and load calculations.

Electrical and communication site plans identifying the new electrical service, the location of new and electrical panels, exterior electrical cable installations, communications manholes, and outside plan communications duct bank and cabling.

Preliminary floor plans with dedicated space clearly identified for electrical and telecom equipment.

Preliminary single line diagrams for electrical and communications systems.

Lighting illumination calculations.

Intended (outline) specifications list.

Provide single line drawings for fuel oil and HVAC systems

Provide plumbing plans with fixture locations

Provide preliminary HVAC and plumbing load calculations

Floor plans with dedicated space clearly identified for mechanical and plumbing equipment (including maintenance clearances).

Environmental, fire protection, and construction permitting memorandums in English and Hungarian.

Required information and data for each required permit in English and Hungarian.

Bidding schedule with Bid Options identified when applicable.

Preliminary Demolition Plan.

Cost estimate.

Geotechnical Report, Topographic Survey, and Existing Conditions Plan.

Interim Design (65% Design Submission)

This submittal represents 65% of the design effort, and it is intended to ensure that funding limitations are not being exceeded and that the drawings, design analysis, specifications, and cost estimate are proceeding in a timely manner and that the design criteria and previous review comments are being correctly interpreted. The 65% Design shall consist of:

Design (65%) including all base items and all option items. The option items shall be clearly identified in the contract documents. All building loads (utility, structural, HVAC, etc.) for base items and option items shall be incorporated into the design.

Update all items from the 35% Design Submittal to 65% Design. Incorporate all 35% design comments.

Design Analysis developed to 65% completion.

Pre-Final Grading Profiles, Cross Sections, and Details. Include spot grades and slopes in Grading Plan. Include retaining wall profiles, cross sections, and details. Include erosion control design.

Pre-Final Pavement Profiles, Cross Sections, and Details

Pre-Final Utility (Storm, Sanitary, and Water) Profiles, Cross Sections, and Details.

Pre-Final Fencing and Outdoor Furnishings Details

Preliminary Landscape Plan and Details, including seed mix and seed coverage rate

Drawings developed to 65% completion including, but not limited to, site layout with proposed grading plan, site storm drainage, proposed water and sanitary sewer distribution layout, erosion control plan, site construction limits and construction phasing plan.

Detailed cost estimate developed to 65% completion including bid options where applicable.

Formwork drawings of the load bearing structure including shoring and reshoring as required.

Reinforcement drawings for primary framing members.

Details of connections for primary steel framing members.

Redlined specifications.

Annotated Concept Design review comments.

Electrical/Communications Site Plan(s).

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

Single line diagrams for the building electrical system.

Power Plan(s) showing locations of MDP’s (Main Distribution Panels), SDP’s (Sub- Distribution Panels), transformers, wire ways, power receptacles, ground bars, and electrical connections for mechanical and other equipment. Circuit information must be shown.

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

Communications floor plan(s) showing rack locations and voice/data connections.

Cable Tray Plans.

Communications and special systems rack elevation plans.

Cathodic protection calculations and plans.

Floor plans with dedicated space clearly identified for mechanical and plumbing equipment (including maintenance clearances).

Scaled mechanical (HVAC and fuel oil) and plumbing (Domestic and fuel oil) plan drawings

Mechanical and plumbing load calculations

Special systems plans (Fuel system alarms and controls).

Special systems floor plan(s) to include security, fire alarm, public address systems, etc.

Grounding floor plan(s) and risers.

Lightning protection system and roof Grounding plan(s).

Panel schedules.

Draft Commissioning, Construction Sequencing, and Demolition plans.

The following completed permit applications and documentation (1/2016. [I 5.] Ministry of National Economy Decree):

• Building permitting per Hungarian Engineers’ Chamber (“Tervdokumentációk tartalmi és formai követelményeinek szabályzata” 2017). This regulation also contains the requirements for Final Design documentation.

• Steel tanks permitting: Structural calculations and technical descriptions (requirements for welding, manufacturing, inspection, tests, hydro test, site assembly, etc.)

• Fire protection system permitting.

• The contractor shall clarify with the Hungarian Ministry of Defense which permits will be processed by the Hungarian Ministry of Defense (MoD) and which will be processed by other local Hungarian authorities.

Final Design (95% Design Submission)

This submittal shall represent a complete design with the exception of the incorporation of any review comments resulting from the review of the 95% submittal. The 95% Design shall consist of:

Full design including all base items and all option items. The option items shall be clearly identified in the contract documents. All building loads (utility, structural, HVAC, etc.) for base items and option items shall be incorporated into the design.

Design Analysis with all items complete including all backup material previously submitted and revised, as necessary. All design calculations and all explanatory material giving the design rationale for any design decisions which would not be obvious to an engineer reviewing the final drawings and specifications shall be provided. Design Analysis shall also include any information for the Resident Engineer that will assist in administering the construction contract.

All necessary sections and details of the load bearing structure.

All pertinent seismic and Anti-terrorism Force Protection (ATFP) bracing details (if required) for the plumbing systems on the contract drawings.

Shop drawings of the steel structure.

Roof framing plan with member sizes and connection details.

Details of all connections for the steel structure.

Building automation schematic drawings showing a complete system of all sensors, controllers, and devices.

Building automation sequence of operations provided on drawings which describe all modes of operation including but not limited to start-up, shut-down, set-points, and alarm conditions.

Update all items from the 65% and 35% Design Submittal to 95% Design. Incorporate all 65% and 35% design comments.

Complete Final drawing package.

Commissioning, Construction Sequencing, and Demolition plans.

Final edited specifications.

Bidding schedule and an Explanation of Bid Items. Identify Bid Options where applicable within the contract documents (including the Design Analysis, Drawings, and Specifications).

Detailed complete cost estimate.

Annotated review comments from the 35% and 65% submissions.

All supporting documentation required for permit application approvals in English and Hungarian.

Corrected Final Design (100% Design Submission)

This submittal represents a 100% complete design with all design review comments incorporated.

The 100% design shall consist of:

Full design including all base items and all option items. The option items shall be clearly identified in the contract documents. All building loads (utility, structural, HVAC, etc.) for base items and option items shall be incorporated into the design.

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

The 100% Design shall consist of all items listed in the 95% Design requirements. The design shall be signed, sealed, and ready for construction.

The Contractor shall generate a 1354 at the 100% design.

Permitting procedure and requirements

Design documents for authorization shall be prepared and submit in Hungarian and in accordance with the following considerations:

Documentation is obliged to be submitted in Hungarian or bilingual including Hungarian

Process classification for POL: Classified (Closed)

General procedure in accordance with 40/2002. Governmental directive (Gov. dir.) and 312/2012. (XI.08.) Gov. dir.

Acting authority: Ministry of Defense – Department of Authorization – Department of Construction Authorities/ Honvédelmi Minisztérium – Hatósági Főosztály – Építésügyi Hatósági Főosztály

Authorities to be involved:

• Labour safety

• Public health

• Epidemiological authority

• Environmental safety

• National Transport Authority (road and road transport)

• National Transport Authority (aviation)

• Metrology and Technical Safety Authority (territorially competent office)

• Ministry of Interior - Disaster Management Directorate (territorially competent office)

Authorization process shall be induced by relevant form, which shall be submitted as part of authorization plan

8 hard copies of authorization documents shall be submitted

Declaration of engineering licenses of participants shall be submitted

Fire safety design documentation shall be submitted in accordance with 54/2014. Gov. dir.

Appendix 14. and 491/2017. (XII. 29.) Gov. dir.

Operational Safety Plan shall be prepared in accordance with 1/2009. (I.30.) MoD directive

Operational Safety Plan shall be reviewed by MoD representative(s) before submittal

As Built Drawing Submittal

The As-built Submittal provides a complete and final set of record drawings documenting site conditions based on a survey of the final construction performed by the Contractor. CAD files of all construction drawings and as-built drawings must be submitted in dwg (latest AutoCAD version) and in pdf format.

3.1.1 Design Review Requirements

The US Government will review every submittal and provide comments through Dr. Checks. The Contractor shall allow 20 calendar days for US Government review, followed by one week for Contractor comment response. The Contractor shall respond to all comments in Dr. Checks for each submittal. A design review meeting will be held at the end of each design submittal phase and before the next design phase can begin. The review meeting will include all project stakeholders, including but not limited to: The Contractor, Designer of Record, USACE, AFCEC, USAFE, and Host Nation Ministry of Defense (MOD).

The Host Nation MoD will have two review periods. The first review will occur concurrently with the US Government review of the 35% Design Submission. The first review will last 30 calendar days and not limit completion of the US Government review. The second review will occur directly after the 100% Design Submission. The Contractor shall send 2 hard copies and 1 digital copy of the 100% Contract Documents to the Host Nation MoD for review (location to send documents will be determined after award). The Contractor shall account for a 60-day review period for the Host Nation MoD review of the 100% Design. This review is required to be complete prior to 100% Design Review Meeting, and the Contractor cannot begin construction activities until the 100% Design is approved by both the Host Nation MoD and US Government.

While this RFP references various source standards and specifications, all design documents are to meet Host Nation codes and NATO requirements. The Contractor shall produce all applicable specifications including division 33 that meet USACE and Host Nation standards. The contractor may use Host Nation standard specifications for submittals in leu of standard UFGS specifications if equivalent and approved in advance with the Contracting Officer. It is the Contractor’s responsibility to identify any applicable specifications not listed in this RFP. It is the Contractor's responsibility to demonstrate that the Host Nation and NATO standards are equal to the cited standard or specifications being supplanted. The more restrictive standards shall 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, the more stringent requirement shall be used and both codes shall be quoted verbatim in the Contractor’s correspondence to the COR. Where specific standards are not indicated, the designer shall determine the required material and execution standards.

3.2 Design Criteria

The facility shall be compatible with applicable Host Nation, NATO, US Air Force, and US DoD design standards. In the case of conflicts, the more restrictive design standard shall apply. Local materials and construction techniques are preferred when standards and criteria can be met. The Contractor’s Design Analysis and Specifications shall reference all codes, standards, or other applicable design criteria that are used for Contractor’s design and construction as required for this project, including Host Nation standards.

The facility shall be designed as permanent construction in accordance, but not limited to, with the following regulations:

Note:

The applicable version of any regulation shall be the one that is valid at the date of contract award.

Should conflicts occur between the criteria provided and the codes, the final design shall be based on an engineered evaluation of the conflicting codes that is submitted to and accepted by the Contracting Officer.

GENERAL:

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

International Building Code (IBC) -2021

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, With Change 1 August 19, 2020

Department of the Air Force Guidance Memorandum, Civil Engineer Control Systems Cybersecurity March,18, 2022

UFC 4-010-06 Cybersecurity of Facility-Related Control Systems, With Change 1, January 18, FC 1-300-09N Design Procedures July 9, 2021

UFC 1-200-02, High Performance and Sustainable Building Requirements June 1, 2022

USAFEI 32-1007 Airfield and Heliport Planning and Design October 3, 2019

MSZ 7487: 2021 Közművezetékek elrendezése

FUELS:

Bi-Strategic Commands (Bi-SC) Directive 85-5, NATO Approved Criteria and Standards for Airfields

STANAG 3784 (Design/Construction of Fuel Installations) October 12, 2017

AC/4-N (2017)002: NATO Technical Criteria and Standards for POL Facilities

AC/112-N (2017)0005 (INV): NATO Technical Criteria and Standards for POL Facilities

STD 121-122-01 USAFE Airfield Standard Design US, Jet Fuel Storage and Dispensing Systems for Tactical and Wide Body Aircraft October 1, 2015

UFC 3-460-01 Design: Petroleum Fuel Facilities January 12, 2022, with Change 2

UFGS 33 56 21.17 Single Wall Aboveground Fixed Roof Steel POL Storage Tank November 1, AFLP-3784 (Design/Construction of Fuel Installations) October 12, 2017

AW 078-24-33 DoD Cut'N'Cover Standards July 1, 2010

MSZ 9910: Upright cylindrical steel container with fixed cover for storing of inflammable liquids and easily-meltable materials (1988)

MSZ 9910-2: Upright cylindrical steel tank for storing of inflammable liquids and easily-meltable. Specifications for fittings, safety and environment (1993)

MSZ 9910-3: Upright cylindrical steel tank for storing of inflammable liquids and easily-meltable. Periodic control test (1998)

MSZ EN 13480-1: Metallic industrial piping. Part 1: General

MSZ EN 13480-2: Metallic industrial piping. Part 2: Materials

MSZ EN 13480-3: Metallic industrial piping. Part 3: Design and calculation

MSZ EN 13480-4: Metallic industrial piping. Part 4: Fabrication and installation

MSZ EN 13480-5: Metallic industrial piping. Part 5: Inspection and testing

MSZ EN 13480-6: Metallic industrial piping. Part 6: Additional requirements for buried piping

54/2014. (XII. 5.) Ministry of the Interior Decree (OTSZ - National Fire Protection Code)

1/2016. (I 5.) Ministry of National Economy Decree (Technical requirements for storage tanks)

216/2019 (IX.5.) Gov. decree on technical and regulatory supervision of storage tanks and storage facilities for hazardous liquids or melts

EN 1092-1 Flanges and their joints. Circular flanges for pipes, valves, fittings and accessories, PN designated. Part 1: Steel flanges

EN 1092-2 Flanges and their joints. Circular flanges for pipes, valves, fittings and accessories, PN designated. Part 2: Cast iron flanges

EN 10025-2 Hot rolled products of structural steels. Part 2: Technical delivery conditions for non-alloy structural steels

EN 10028-2 Flat products made of steels for pressure purposes. Part 2: Non-alloy and alloy steels with specified elevated temperature properties

EN 10222-2 Steel forgings for pressure purposes. Part 2: Ferritic and martensitic steels with specified elevated temperatures properties

EN 10222-4 Steel forgings for pressure purposes. Part 4: Weldable fine grain steels with high proof strength

EN 10222-5 Steel forgings for pressure purposes. Part 5: Martensitic, austenitic and austenitic-ferritic stainless steels

EN ISO 898-1 Mechanical properties of fasteners made of carbon steel and alloy steel. Part 1:

Bolts, screws and studs with specified property classes. Coarse thread and fine pitch thread

(ISO 898-1:2013)

EN ISO 898-2 Mechanical properties of fasteners made of carbon steel and alloy steel. Part 2:

Nuts with specified property classes. Coarse thread and fine pitch thread (ISO 898-2:2012)

EN ISO 9601-1 Qualification testing of welders. Fusion welding. Part 1: Steels

EN 10204 Metallic products. Types of inspection documents

EN 10216-2 Seamless steel tubes for pressure purposes. Technical delivery conditions. Part 2: Non-alloy and alloy steel tubes with specified elevated temperature properties

EN 10217-7 Welded steel tubes for pressure purposes. Technical delivery conditions. Part 7:

Stainless steel tubes

EN 10253-2 Butt-welding pipe fittings. Part 2: Non alloy and ferritic alloy steels with specific inspection requirements

EN 10253-4 Butt-welding pipe fittings. Part 4: Wrought austenitic and austenitic-ferritic (duplex) stainless steels with specific inspection requirements

EN 10222-5 Steel forgings for pressure purposes. Part 5: Martensitic, austenitic and austenitic-ferritic stainless steels

EN 558 Industrial valves. Face-to-face and centre-to-face dimensions of metal valves for use in flanged pipe systems. PN and Class designated valves

EN 1984 Industrial valves. Steel gate valves

EN 12266-1 Industrial valves. Testing of metallic valves. Part 1: Pressure tests, test procedures and acceptance criteria. Mandatory requirements

EN 12266-2 Industrial valves. Testing of metallic valves. Part 2: Tests, test procedures and acceptance criteria. Supplementary requirements

FIRE PROTECTION:

UFC 3-600-01 Fire Protection Engineering for Facilities – August 2016 (With Change 6 – May 2021)

National Fire Protection Association (NFPA) 10, Portable Fire Extinguishers - 2022

NFPA 11, Low-, Medium- and High-Expansion Foam - 2021

NFPA 30 Flammable and Combustible Liquids Code - 2021

NFPA 70, National Electrical Code - 2020

NFPA 72, National Fire Alarm and Signaling Code - 2022

NFPA 101, Life Safety Code - 2021

54/2014. (XII. 5.) BM rendelet az Országos Tűzvédelmi Szabályzatról (OTSZ) (Ministry of Interior decree on the national fire protection code)

239/2011 Government decree on municipal and facility fire departments

MSZ 9999 Standard for Steel tank with floating roof for storing flammable liquids

MSZ 9910-2 Standard for Above-ground, vertical, cylindrical steel tanks for storing flammable liquids

CIVIL:

UFC 3-201-01 Civil Engineering April 1, 2021

UFC 3-230-01 Water Storage, Distribution, and Transmission July 1, 2021

UFC 3-240-01 Wastewater Collection January 1, 2021

UFC 3-250-01 Pavement Design for Roads and Parking Areas November 14, 2016

UFC 3-250-03 Standard Practice Manual for Flexible Pavements May 30, 2018

UFC 3-250-04 Standard Practice for Concrete Pavements July 29, 2009 e-ÚT 06.03.31; Beton pályaburkolatok építése. Építési előírások, követelmények (Construction of Concrete Pavements. Specifications, Requirements) e-ÚT 06.03.52; Útpályaszerkezetek kötőanyag nélküli és hidraulikus kötőanyagú alaprétegei.

Építési előírások (Road Layers without and with Hydraulic Binders for Pavements. Design Requirements) e-ÚT 08.02.11; Útépítési aszfaltkeverékek. Aszfaltbeton (AC) (Bituminous Mixtures for Road Constructions. Asphalt Concrete) e-ÚT 06.03.21; Útpálya szerkezeti aszfaltrétegek Építési feltételek és minőségi követelmények (Asphalt Pavements Courses for Road Constructions. Building Conditions and Quality Requirements) e-ÚT 05.01.22; Útépítési modifikált bitumenek. Követelmények (Modified Bitumens for Roads Requirements) e-ÚT 05.01.11; Útépítési zúzottkövek és zúzott kavicsok (Road Building Crushed Stone and Grave Materials) e-ÚT 05.02.42; Útburkolatok hézagkitöltő anyagai (Joint Filling Materials of Road Pavements) e-ÚT 09.01.31; Út- és hídépítés betonok párazáró anyagainak minőségi követelményei és vizsgálati módszerei (Quality Requirements and Tests of Concrete Curing Materials for Road Bridges) e-ÚT 03.02.31; Parkolási létesítmények geometriai tervezése (Geometric Design of Parking Places and Facilities) e-UT 06.02.11; Utak és autópályák létesítésének általános geotechnikai szabályai (General Geotechnical Rules of Planning and Construction of Roads and Highways)

ARCHITECTURAL:

UFC 3-101-01 Architecture January 5, 2021

UFC 3-110-03 Roofing June 12, 2022

UFC 4-440-01 Warehouses and Storage Facilities April 1, 2019

1997. évi LXXVIII. törvény az épített környezet alakításáról és védelméről (Law of the formation and protection of building environment) Consolidated version as last amended by Act No. LXXVII of 2020

253/1997. (XII. 20.) Korm. rendelet az országos településrendezési és építési követelményekről (Government decree on national settlement planning and construction requirements)

Kecskemét Megyei Jogú Város Helyi Építési Szabályzata, 33/2015. (XII.17.) Önkormányzati Rendelet (Local Building Code of the town of Kecskemét, Municipal Decree) Latest update:

19/2020 (IX.17.)

STRUCTURAL:

UFC 3-301-01 Structural Engineering, With Change 1 February 04, 2022

MSZ EN 1990: 2011 Basis of structural design

MSZ EN 1991-1-1: 2005 Actions on structures Part 1-1: General actions. Densities, self-weight, imposed loads for buildings

MSZ EN 1991-1-2: 2005 Actions on structures Part 1-2: General actions. Actions on structures exposed to fire

MSZ EN 1991-1-3-: 2016 Actions on structures Part 1-3: General actions. Snow loads

MSZ EN 1991-1-4: 2011 Actions on structures Part 1-4: General actions. Wind loads

MSZ EN 1991-1-7: 2015 Actions on structures Part 1-7: General actions. Accidental actions (Collision & Explosion)

MSZ EN 1991-4: 2006 Actions on structures Part 4: Silos and tanks

MSZ EN 1992-1-1: 2016 Design of concrete structures Part 1-1: General rules and rules for buildings

MSZ EN 1992-1-2: 2019 Design of concrete structures Part 1-2: General rules. Structural fire design

MSZ EN 1992-3: 2011 Design of concrete structures Part 3: Liquid retaining and containment structures

MSZ EN 1997-1: 2015 Geotechnical design Part 1: General rules

MSZ EN 1997-2: 2008 Geotechnical design Part 2: Ground investigation and testing

MSZ EN 1998-1: 2013 Design of structures for earthquake resistance Part 1: General rules, seismic actions and rules for buildings

MSZ EN 1998-4: 2007 Design of structures for earthquake resistance Part 4: Silos, tanks and pipelines

PLUMBING/HVAC:

UFC 3-230-01 Water Storage, Distribution, and Transmission July 1, 2021

UFC 3-240-01 Wastewater Collection and Treatment January 1, 2021UFC 3-400-02 Design:

Engineering Weather Data September 20, 2018

International Mechanical Code (IMC) – 2021 (as modified in UFC 1-202-01)

International Plumbing Code (IPC) – 2018 (as modified in UFC 1-202-01)

MSZ 15286: 1999 Potable water supply, cleaning and disinfection of pipelines

MSZ 04-132: 1991 Water supply of buildings

MSZ EN 12056-1: 2001 Indoor gravity water drainage systems

MSZ 24140:2015 Power engineering dimensioning calculuses of buildings and building envelope structures

MSZ CR 1752: 1998 Ventilation for buildings – Design criteria for the indoor environment

ELECTRICAL / TELECOMMUNICATION:

UFC 3-501-01 Electrical Engineering, With Change 1 - November 1, 2019

UFC 3-510-01 Foreign Voltages and Frequencies Guide, With Change 2 - September 22, 2009

UFC 3-550-01 Exterior Electrical Power Distribution, With Change 3 - November 1, 2019

UFC 3-520-01 Interior Electrical Systems, With Change 2 - April 4, 2021

UFC 3-530-01 Interior and Exterior Lighting and Controls, With Change 4 - November 1, 2019

UFC 3-570-01 Cathodic Protection, With Change 1 - January 14, 2019

UFC 3-575-01 Lightning and Static Electricity Protection Systems, With Change 1 - October 1, UFC 3-580-01 Telecommunications Interior Infrastructure Planning and Design, With Change 1 - June 01, 2016

NFPA 70, National Electrical Code - 2020

NFPA 780, Lightning Protection System - 2023

NFPA 101, Life Safety Code - 2021

NFPA 110 Standard for Emergency and Standby Power Systems - 2022

United States Air Force USAF ETL 12-15, Lighting-Emitting Diode (LED) Fixture Design and Installation Criteria for Interior and Exterior Lighting Applications – October 22, 2012

International Electro Technical Commission (IEC) standards

AFI 32 1064 Electrical Safe Practices – December 29, 2016

AFI 32 1065 Grounding Systems – June 14, 2017

IEC 62305 series, Protection against lightning

IEC 60364 series, Electrical Installations for Buildings

ETL 13-4 Standby Generator Design, Maintenance, and Testing Criteria – January 15, 2015

API RP 540 - 1999

Illuminating Engineering Society of North America (IESNA) Lighting Handbook - 2011

MSZ HD 60364: Kisfeszültségű villamos berendezések /Low-voltage electrical installation for buildings

MSZ EN 61140: 2016 Áramütés elleni védelem / Protection against electric shock

MSZ EN 62305: Villámvédelem / Lightning protection

MSZ EN 50110: Villamos berendezések üzemeltetése / Operation of electrical installations

MSZ 1585: 2016 Villamos berendezések üzemeltetése (EN 50110-1:2013 és nemzeti kiegészítései) / Operation of electrical installations (EN 50110-1:2013 and national supplement)

MSZ 13207: 2020 0,6/1 kV-tól 20,8/36 kV-ig terjedő névleges feszültségű erősáramú kábelek és jelzőkábelek kiválasztása, fektetése és terhelhetősége / Selection, laying and current rating of power cables and control cables with rated voltages from 0,6/1 kV up to 20,8/36 kV

MSZ EN 12464: Fény és világítás:Munkahelyi világítás / Light and lighting/ indoor and outdoor workplaces

MSZ EN 61340-5 Elektronikus eszközök elektrosztatikus jelenségek elleni védelme / Protection of electronic devices from electrostatic phenomena

MSZ EN 50172 2005 Biztonsági világítási rendszerek / Emergency escape lighting systems

MSZ EN 1838:2014 Alkalmazott világítástechnika. Tartalékvilágítás/ Lighting applications.

Emergency lighting

3.3 Site Design

The following sections describe the requirements for the Contractor related to site design.

3.3.1 Site Surveys and Geotechnical Report

Preliminary site investigations were completed including a site survey and geotechnical investigation; they are attached in Appendix B and C of this Request for Proposal (RFP).

The Contractor shall perform a topographic survey of all relevant existing site conditions for the full design. The survey shall provide all data needed to fully design and construct the project. The survey shall include location and elevation of all features within the project site limits, as well as all features and utilities outside of the site that will be tied into or are included in the project scope of work. The survey shall also include sufficient documentation and analysis of the existing drainage to allow for new proper drainage design, including areas which will be affected by new drainage patterns and surfaces which new construction will affect. The survey shall include all documentation in compliance with applicable standards and shall use the standard Hungarian Datum.

The Contractor shall locate all existing utilities on site and protect all existing utilities during construction. If any existing utility is damaged during construction, the Contractor shall repair the utility at no cost to the US Government.

The Contractor shall be responsible for conducting a full geotechnical investigation within the project limits and shall provide an assessment regarding all geotechnical base data required for proper layout and construction of the planned facilities and features. Note that the geotechnical report provided in Appendix C indicates that settlement is expected and that mitigation will be required to meet the minimum requirements in UFC 3-460-01 Section 8.5.

3.3.2 Temporary Construction

All existing utilities shall be marked within the project site before construction or demolition begins, and the Contractor shall ensure utilities are not damaged due to construction activities. Temporary construction structures shall be installed on the site before construction begins including construction office trailers and temporary construction fencing if applicable.

The Contractor shall follow all Host Nation requirements related to temporary environmental and storm water controls, which shall be in place before construction begins. Temporary environmental and storm water control requirements are described in the following subsections. This list may not include all requirements, and it is the responsibility of the Contractor to adhere to all Host Nation standards and requirements.

The Contractor shall work within the limits of construction and shall coordinate all equipment and material staging areas with the base prior to use.

For heavy traffic the Contractor shall use a base access gate provided by the base at the time of award.

When in use the Contractor shall be responsible for providing, installing, and maintaining a temporary pass point to ensure base security is maintained. The Contractor shall coordinate with the base to man the temporary pass point, but the base will control access and will man the access gate.

The Host Nation will provide a base map with the potential gates labeled for construction access before the start of construction. This map will include the potential laydown areas as well. The contractor is required to provide a traffic plan showing how materials will be transported on site and through the local community which will be approved by the base and local authorities and is responsible for any applicable local permits.

The Contractor shall assume temporary generators or coordinate with the base for temporary construction power. If the base allows the Contractor to connect to the existing base power grid the Contractor shall install a meter to track energy use and shall compensate the base for energy used during construction.

3.3.2.1 Erosion Control

Erosion control measures shall be installed to avoid/reduce erosion. A construction phasing plan shall be used to minimize land disturbance in the planning and design stage of the project and shall be approved by the Contracting Officer. The Contractor shall minimize the disturbed area of the site and the time between disturbance and establishing vegetation. Construction vehicles shall be confined to haul routes that have an all-weather driving surface. The contractor shall inspect and repair all erosion controls at each storm event. All erosion control measures shall be per Host Nation standards.

3.3.2.2 Storm water Management

The Contractor shall divert clean storm water away from the disturbed areas of the construction site.

The Contractor shall establish cut-off or intercept drains to direct storm water from the project site to temporary storm water management features that will remove the silt and other pollutants from the storm water. After the storm water is treated (if applicable), it may be released to the existing storm drain system. The Contractor shall ensure that downstream storm drain systems are not adversely affected by construction activities.

The Contractor shall provide adequate controls for sediment filtering for all storm drain systems. Silt loads shall be treated as close to their source as possible using effective sediment traps such as geotextile fences and straw bales. Storm Water management shall be done in accordance with Host nation norms and standards.

3.3.2.3 Site Discharge Water

The Contractor shall ensure discharge water is treated and is safely conveyed offsite. The Contractor shall ensure that the discharge water does not waterlog other areas of the site and that the discharge point has adequate capacity to effectively remove suspended solids before entering the existing drainage system.

3.3.2.4 Dust Control

The Contractor shall control dust from the project site and construction activities.