B.08.02.06 Attachment 6_Specifications_R2.pdf

W912GB-16-D-0029-W912GB17F0105

SPECIFICATIONS

RTA SUBMITTAL

Taxiway and Airfield Upgrades

Kecskemet Air Base, Hungary

B&V PROJECT NO. 042968

REVISION 02

PREPARED FOR

USACE Europe District

18 NOVEMBER 2022

B la ck

V e a tc h

H o ld in g C o m p a n y

A ll r ig h ts r e se rv e d

USACE Europe District | RTA SUBMITTAL

BLACK & VEATCH SPECIFICATIONS i

Table of Contents

Introduction

1 Submittal Register

2 General Specifications

3 Technical Specifications

List of Attachments

Attachment 1: Specifications

BLACK & VEATCH SPECIFICATIONS 1

Introduction

Project Information

Project Title: RTA Design Package for Taxiway and Airfield Upgrades

Project Location: Kecskemet Air Base, Hungary

Client: U.S. Army Corp of Engineers Europe District (CENAU)

Contract: W912GB-16-D-0029

Task Order: W912GB17F0105

USACE PM/COR: Paul Audije (paul.c.audije@usace.army.mil)/ Ian Maxfield (Ian.A.Maxfield@usace.army.mil)

AE Prime Contractor: Black & Veatch Special Projects Corp.

AE Subcontractors: Tebodin, Amec Foster Wheeler, Louis Berger (WSP), and Buchart Horn

Specification Summary

The specifications for this project follow the Unified Facilities Guide Specifications (UFGS). The

35% Design submittal provided a specification list. The 65% Design submittal provided redlined specifications. The Updated 65% Design submittal provides redlined specifications. The 95%, 100%, RTA and Corrected Final submittals provide fully edited and complete specifications. Per contract modification 0006, an Interim Design Submittal that captured only the changes required by the modification was submitted.

Incorporating European Standards and Requirements

The specifications follow the UFGS format which includes requirements and standards for the

United States (US) design and construction industry. As part of the specification development, the US requirements will be replaced with comparable European requirements.

1 Submittal Register A submittal register is included for this project and included in specification section 01 33 00. It was developed based on .sec files using SpecsIntact software.

2 General Specifications The list below provides the General Specifications mostly developed by USACE for this project.

The specifications were updated by Black and Veatch and additional General Specification were added by Black and Veatch as required for these projects.

The project requires one set of specifications that covers the requirements for the different drawing packages: Parallel Taxiway (TW), and Airfield Upgrades (AU). The table below provides an “X” to show which specification is applicable to each drawing set.

General Specifications (Division 00 and 01) – USACE Provided TW AU

00 74 01 SPECIAL CONDITIONS X X

00 74 02 TIME EXTENSIONS FOR ADVERSE WEATHER (NAU) X X

01 11 00.01 SUMMARY OF WORK – PARALLEL TAXIWAY X

01 11 00.02 SUMMARY OF WORK – AIRFIELD UPGRADES X

01 20 00.01 PRICE AND PAYMENT PROCEDURES – PARALLEL TAXIWAY X

01 20 00.02 PRICE AND PAYMENT PROCEDURES – AIRFIELD UPGRADES X

01 30 01 GENERAL REQUIREMENTS (NAU) X X

01 30 06 GOVERNMENT FIELD OFFICE (NAU) X X

01 32 01 PROJECT SCHEDULE (NAU) X X

BLACK & VEATCH SPECIFICATIONS 2

01 33 00 SUBMITTAL PROCEDURES X X

01 35 26 SAFETY REQUIREMENTS (NAU) X X

01 45 00 QUALITY CONTROL (NAU) X X

01 45 01 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MOD

(RMS CM) (NAU)

X X

01 45 05 CONTRACTOR SITE PERSONNEL REQUIREMENTS (NAU) X X

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS X X

01 60 00 COMPARABLE PRODUCTS REQUIREMENTS (NAU) X X

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL X X

01 78 00 CLOSEOUT SUBMITTALS (NAU) X X

01 78 23 OPERATION AND MAINTENANCE DATA (NAU) X X

3 Technical Specifications The list below provides the Technical Specifications developed by Black & Veatch for this project.

The project requires one set of specifications that covers the requirements for the different drawing packages: Parallel Taxiway (TW), and Airfield Upgrades (AU). The table below provides an “X” to show which specification is applicable to each drawing set.

Technical Specifications (Division 02 through 48) – B&V Provided TW AU

02 41 00 DEMOLITION X

03 30 00 CAST-IN-PLACE CONCRETE X X

03 45 33 PRECAST STRUCTURAL CONCRETE X X

26 20 00 INTERIOR DISTRIBUTION SYSTEM X X

26 28 01.00 10 COORDINATION POWER SYSTEM PROTECTION X X

26 41 00 LIGHTNING PROTECTION SYSTEM X X

26 56 00 EXTERIOR LIGHTING X

26 56 20.00 10 AIRFIELD AND HELIPORT LIGHTING AND VIS NAV AIDS X X

31 00 00 EARTHWORK X X

31 11 00 CLEARING AND GRUBBING X X

32 01 11.51 PAINT REMOVAL FROM AIRFIELDS PAVEMENTS X X

32 11 23 AGGREGATE BASE COURSES X X

32 11 23.23 BASE COURSE DRAINAGE LAYERS X X

32 11 33.13 BASE COURSE SEPARATION LAYER X X

32 11 36.13 CEMENT STABILIZED BASE COURSE X X

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS X X

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY

DUTY PAVEMENTS

X X

32 17 23 PAVEMENT MARKINGS X X

32 92 19 SEEDING X X

33 40 00 STORM DRAINAGE UTILITIES X X

33 46 16 SUBDRAINAGE PIPING X X

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION X X

34 73 16 AIRFIELD GROUNDING X

46 25 14 OIL-WATER SEPARATORS X

BLACK & VEATCH SPECIFICATIONS ATTACHMENT 1

ATTACHMENT 1: Specifications

Date / Dátum

Name / Név

Registration number / MMK regisztrációs szám

Professional seal / Szakág

Signature / Aláírás

5 AUG 2022 /

2022. AUGUSZTUS 5. Veréb Dániel KÉ-L 01-16613

Civil / Út és közmű

5 AUG 2022 /

2022. AUGUSZTUS 5. Vass-Princz Dóra VZ: 01-15314

Civil / Út és közmű

5 AUG 2022 /

2022. AUGUSZTUS 5.

Rajkai Ferenc V-01-1119 Electrical / Villamosság

5 AUG 2022 /

2022. AUGUSZTUS 5.

Ernőfy Olivér V-01-3176 Electrical / Villamosság

5 AUG 2022 /

2022. AUGUSZTUS 5. Korcsmár Veronika TT/01-11443 Structural /

Statika

5 AUG 2022 /

2022. AUGUSZTUS 5.

Morvay Zoltán GT, SZÉS8, 14-00974 Geotech /

Talajmechanika

HAVING PARTICIPATED IN THE DESIGN OF PROJECT No. W912GB-16-D-0029-W912GB17F0105, Project Name: Construct Parallel Taxiway, Construct Airfield Upgrades (Airfield Upgrades) and Airfield Upgrades (Airfield Extension), Location: Kecskemét Air Base, Hungary, AND HAVING THOROGHLY REVIEWED THE COMPLETED PROJECT DOCUMENTS, I DECLARE THAT THE FACILITY DESIGN INCLUDED HEREIN

COMPLIES WITH ALL APPLICABLE HUNGARY CODES AND LAWS.

A KÖVETKEZŐ TERVEZŐI PROJEKTBEN RÉSZT VETTEM, Projekt szám: W912GB-16-D-0029-W912GB17F0105, Projekt név: MH 59.

Szentgyörgyi Dezső Repülőbázis, Kecskemét Párhuzamos gurulóút, Állóhely és Állóhely bővítés tervezése, Helyszín: Kecskemét - MH 59. Szentgyörgyi Dezső Repülőbázis, ÉS AZ ELKÉSZÜLT TELJES PROJEKT DOKUMENTUM ÁTVIZSGÁLÁSÁT KÖVETŐEN NYILATKOZOM, HOGY AZ ITT KIADOTT TERV MEGFELEL MINDEN ALKALMAZHATÓ (magyar) SZABVÁNYNAK, RENDELETNEK ÉS TÖRVÉNYNEK.

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08/05/2022

UNCLASSIFIED

Kecskemet Air Base, Hungary 42968

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 74 01 SPECIAL CONDITIONS (NAU)

00 74 02 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (NAU)

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00.01 SUMMARY OF WORK - PARALLEL TAXIWAY

01 11 00.02 SUMMARY OF WORK - AIRFIELD UPGRADES

01 11 00.03 NOT USED

01 20 00.01 PRICE AND PAYMENT PROCEDURES - PARALLEL TAXIWAY

01 20 00.02 PRICE AND PAYMENT PROCEDURES - AIRFIELD UPGRADES

01 20 00.03 NOT USED

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 35 26 SAFETY REQUIREMENTS (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 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 60 00 COMPARABLE PRODUCT REQUIREMENTS (NAU)

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT PROCEDURES (NAU)

01 78 23 OPERATION AND MAINTENANCE DATA (NAU)

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 33 PRECAST STRUCTURAL CONCRETE

DI VI SI ON 26 - ELECTRI CAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 41 00 LIGHTNING PROTECTION SYSTEM

26 56 00 EXTERIOR LIGHTING

26 56 20.00 10 AIRFIELD AND HELIPORT LIGHTING AND VISUAL NAVIGATION AIDS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 11.51 PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 11 33.13 BASE COURSE SEPARATION LAYER

32 11 36.13 CEMENT STABILIZED BASE COURSE

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DI VI SI ON 34 - TRANSPORTATI ON

34 73 16 AIRFIELD GROUNDING

DI VI SI ON 46 - WATER AND WASTEWATER EQUI PMENT

46 25 14 OIL-WATER SEPARATORS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 74 01

SPECIAL CONDITIONS (NAU)

01/21

PART 1 GENERAL

1.1 PAYMENT

1.2 DEFINITIONS

1.3 ORDER OF PRECEDENCE

1.4 UNSOLICITED CHANGE PROPOSALS

1.5 DOCUMENTS IN MULTIPLE LANGUAGES

1.6 COMMUNICATION IN ENGLISH

1.6.1 English Speaking Representative

1.6.2 Correspondence And Documentation

1.6.3 Translations for Disputes

1.6.4 Additional Language Requirements

1.6.5 Language Fluency

1.7 PERMITS

1.7.1 General Requirements

1.7.2 Permits and Notifications

1.7.3 Final Acceptance

1.7.4 Third Party Inspection Requirements

1.8 CONTRACTOR WORKFORCE

1.8.1 Foreign Employees

1.9 CONTRACTOR OBLIGATION

1.10 SUBMITTALS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 SITE ACCESS

3.1.1 General Access Requirements

3.1.2 Work on Military Installations (Base)

3.1.3 Access to Operational Areas

3.2 IMMUNITY FROM LEGAL PROCESS

3.3 CONTRACT EXECUTION IN THE HOST NATION

3.3.1 Access to Areas Under Military Control

3.3.2 Contractor Responsibility

3.3.3 Archaeological and Historical Sites

3.4 CONTRACTOR LIAISON AND COMMUNICATION WITH HOST GOVERNMENTS

3.5 RESTRICTIONS ON PAYMENT SUBMISSIONS

-- End of Section Table of Contents --

DOCUMENT 00 74 01 Page 1

SECTION 00 74 01

SPECIAL CONDITIONS (NAU)

01/21

PART 1 GENERAL

1.1 PAYMENT

Separate payment will not be made for compliance with this or any other Division 00 or Division 01 specification. All costs associated with these specifications shall be included in the applicable unit prices or lump-sum prices contained in the Bidding Schedule.

1.2 DEFINITIONS

The following terms are used throughout the contract documents. Except where a definition is provided with the specific occurrence, the following definitions apply to these terms.

a. Betterment. Any offer by the contractor, whether submitted as part of their proposal prior to award or as part of a deliverable after award which conforms to and exceeds the provisions of the contact. A betterment offered prior to award becomes binding upon award of the contract. After award, a betterment offered becomes a binding contract requirement upon acceptance by the Government of the document proposing the betterment, whether specifically identified as such or not. Proposed betterments submitted after award must meet or exceed any betterments offered prior to award which were accepted as part of the award.

b. Host Nation (HN). The country where the construction work is being performed.

c. Host Nation Language. The Official Language recognized by the national government of the country where the work is performed. If no Official Language has been designated, or where multiple Official Languages have been designated, it is the predominant language of the Government agency responsible for operation and maintenance of the facility or product constructed under this contract.

1.3 ORDER OF PRECEDENCE

In the event of conflict or inconsistency between any of the provisions of this contract, precedence shall be given in the following order:

1. Clause 5152.236-9011, if that clause is part of this contract.

2. Any portions of the accepted proposal that both conform to and exceed the provisions of the solicitation (Betterment submitted prior to award).

3. Any portion of a contractor provided deliverable (including, but not limited to, plans, specifications, engineering studies and analyses, shop drawings, equipment installation drawings) that conforms to or exceeds the provisions of the contract (Betterment submitted after

DOCUMENT 00 74 01 Page 2 award).

4. Clause 52.236-21 Specifications and Drawings (Alt I)

For the purposes of determining precedence, the contract will be interpreted as follows with regards to items which are considered to be within the intent and meaning of "drawings" and "specifications":

1. Sections starting with "00", including these Special Conditions

2. Section 01 00 00, including Section 01 10 10 Statement of Work (Summary of Work or Scope of Work) if included in the contract

3. All Other Specification Sections

4. Referenced Technical Standards (such as NFPA, UFC, ASTM, DIN)

5. Referenced Design Guides or other non-technical standards

6. Drawings

7. All other technical attachments to the contract, including Host Nation Technical Requirements, Standards, and References.

Amendments take precedence over all items listed above to the extent noted above and in the referenced clauses. For instance an amendment to a Drawing takes precedence over the original drawing but not over the Special Technical Requirements.

Requirements, including criteria, are minimum requisites.

In case of conflicting requirements within documents of the same precedence that cannot be resolved based on the above, the more stringent criteria governs. A conflict does NOT exist when both requirements can be met; in these instances the contractor shall comply with both requirements.

1.4 UNSOLICITED CHANGE PROPOSALS

Whenever the contractor proposes to change the work required by the contract, to add or subtract from the work requirements, unless that change has been specifically requested in writing via a written or oral Request for Proposal (RFP) by a Contracting Officer or, if appointed on this contract, an Administrative Contracting Officer, the proposal must be submitted either:

1. as a Value Engineering Change Proposal. See Specification Section 01 33 00 SUBMITTAL PROCEDURES, paragraph DEVIATIONS, SUBSTITUTIONS, AND VARIATIONS and FAR clause 52.248-1 Value Engineering.

2. as a Request for Equitable Adjustment (REA) under DFAR 252.243-7002 Requests for Equitable Adjustment or a claim under FAR 52.233-1 Disputes.

The Government does not intend to respond to any other "request" for a Construction Change Order or proposal submitted by the contractor.

1.5 DOCUMENTS IN MULTIPLE LANGUAGES

If this contract includes documents in English and additional languages, DOCUMENT 00 74 01 Page 3 the English language version shall govern over all other languages. In the event contract documents contain translations into non-English languages, the translation is provided solely for convenience.

For all purposes, the English language version shall be the governing instrument and understanding of the parties. In the event of any conflict between the English language version and any translation into any other language, the English language version shall govern and control.

1.6 COMMUNICATION IN ENGLISH

1.6.1 English Speaking Representative

All personnel required to communicate with the government on a recurring basis, including but not limited to Project Managers, Site Safety and Health Officers (SSHO), Superintendents, and Quality Control personnel shall be capable of explaining the work operations and receiving instructions in the English language. This includes the ability to speak, read, write, and understand the directions of the Contracting Officer or their designated representatives when conducted in English.

If other sections of the contract allow work to be performed without these personnel being on site, the Contractor shall have a representative, designated in writing, who is capable of explaining the work operations and receiving instruction in the English language.

1.6.2 Correspondence And Documentation

In addition to clause 252.225-7041, it shall be the responsibility of the Contractor to prepare all documents related to this contract, to include, change proposals, shop drawings, submittals, quality control reports, computations, and all correspondence, in the English language or with a translation of the original document into English.

1.6.3 Translations for Disputes

All documents originally produced in a language other than English submitted either as (a) part of a Request for Equitable Adjustment (REA),

(b) part of a claim under the Disputes clause or (c) as part of litigation, including actions at the ASBCA or actions in U.S. courts, shall be translated into English by a person who is recognized in accordance with the appropriate authorities to produce official/certified translations, and said translations shall be so certified.

This requirement applies to any document that would normally be considered to be within the scope of discovery in an ASBCA or court proceeding concerning the dispute. The term 'documents' includes electronic documents including but not limited to e-mail and includes documents generated by subcontractors or suppliers. In the event a dispute results in litigation, including actions at the ASBCA or actions in U.S. courts, the contractor will be responsible for providing translations of any documents that are within the scope of a discovery request filed by the U.S.

Government and for providing certified translations upon request by the U.S. Government.

The contractor shall bear sole responsibility for any costs associated with translation, as well as with any errors, omissions, or discrepancies between the original and English version of a document. In the event of any difference between the English version and any other version in any

DOCUMENT 00 74 01 Page 4 language, the English version shall govern.

1.6.4 Additional Language Requirements

When any worker on site at any level (contractor, subcontractor, supplier, etc.) cannot communicate in English or a language spoken by the Contractor's key personnel, the contractor shall ensure that, at all times that person is on site, at least one person is present who can communicate to that worker in their native language. Failure to comply with this requirement will be considered a life-safety issue.

1.6.5 Language Fluency

Personnel required to communicate with the Government must be competent in the English language at a minimum level B2 of the Common European Framework of Reference for Languages: Learning, Teaching, Assessment.

The Contracting Officer shall have the right to determine without appeal of such decision, whether the proposed representative has sufficient technical and lingual capabilities and the Contractor shall immediately replace any individual not acceptable to the Contracting Officer.

1.7 PERMITS

1.7.1 General Requirements

All documents required to be prepared in accordance with this paragraph (and sub-paragraphs) shall be prepared by the Contractor in the language(s) required by the HN. An English language translation prepared by a person with the appropriate qualifications shall be provided to the Contracting Officer concurrently. Submission of documentation shall be in accordance with HN requirements; either directly to the appropriate HN authority or through the Contracting Officer when the contractor is not permitted to provide the documents directly.

When U. S. Government signature is required, the Contractor shall obtain approval and signatures as needed for HN permitting and notification process from the COR. The contractor shall provide the required documentation sufficiently in advance of the date any approval or permit is required. The contractor is solely responsible for determining the amount of time the HN authorities will require to review and process the documentation. No additional time will be granted for delayed approval or rejection of contractor prepared documents.

A copy of all Approved Permits shall be furnished to the COR prior to the start of construction work.

1.7.2 Permits and Notifications

The contractor shall obtain all permits not required to be requested or obtained by the U.S. Government in accordance with FAR 52.236-7, Permits and Responsibilities. As incorporated herein, the requirements of FAR clause 52.236-7 extend to licenses, permits, and compliance with applicable Host Nation (HN) and local laws, codes, and regulations in connection with the prosecution of the work. The contractor is responsible for identifying and providing a comprehensive List of Required HN Permits. The contractor shall comply with all Host Nation Building permit requirements provided in the contract documents.

DOCUMENT 00 74 01 Page 5

Where the U.S. Government is required to obtain permits in accordance with Host Nation (HN) agreements, the Government will notify the contractor and the contractor shall prepare all necessary documentation. This includes providing documentation to show compliance with permit requirements.

1.7.3 Final Acceptance

Where final acceptance by the HN is required, the Contractor will coordinate with the HN Government, in conjunction with the U.S.

Government, to determine the requirements for proper final inspection by the HN and provide any information required for proper final acceptance.

The contractor shall incorporate the requirements for final acceptance into the design and construction of the project.

1.7.4 Third Party Inspection Requirements

If, as a condition of any permit or to comply with HN laws, codes, and regulations, inspections by third parties are required, the contractor shall be responsible for ensuring those inspections are conducted and documented. The contractor shall be solely responsible for any and all costs associated with these inspections, including the actual inspection and any additional work or rework identified as part of the inspection process, to include the replacement of any materials or equipment determined to be not in compliance by the inspector.

No adjustment in the contract price or duration will be made based on events arising from these inspections, unless a delay occurs which is completely beyond the control and without the fault of the contractor, in which case an adjustment in the contract duration may be made under the DEFAULTS clause of the contract. No adjustment in price will be made should this occur. The contractor is solely responsible for identifying the period(s) of delay and substantiating an impact to the completion date.

These requirements are in addition to and separate from any requirements for any other inspections identified in the contract.

1.8 CONTRACTOR WORKFORCE

1.8.1 Foreign Employees

The contractor may arrange, through the appropriate Host Nation Government (HN) offices, to bring into the country nationals of third countries (TCN) having diplomatic relations with the host nation for purposes of employment in carrying out this contract work.

Contractors shall be responsible for timely and complete submittal of the necessary information and forms directly to the appropriate HN agency for the required customs clearances, passports, visas, licenses, or permits.

The contractor shall be responsible for the sponsorship of its employees and their dependents and shall process said permits directly with the appropriate HN agency. Offerors are advised that the HN reserves the right to limit access to designated security areas and refuse entry or employment of specified individuals, or to require their departure from the country, in accordance with national or local law and practice.

The U.S. Government does not have influence over the TCN issue and does not warrant the availability of TCN labor. The Contractor is cautioned to review any additional information specified elsewhere in this contract for

DOCUMENT 00 74 01 Page 6 more stringent requirements or specific restrictions or limitations on the use of foreign workers.

1.9 CONTRACTOR OBLIGATION

Contractors shall be responsible for timely and complete submittal of the necessary information and forms directly to the appropriate HN agencies for any and all required customs clearances, passports, visas, licenses, or permits.

1.10 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Required HN Permits Permits And Notifications Approved Permits

SD-11 Closeout Submittals

Final Acceptance

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 SITE ACCESS

3.1.1 General Access Requirements

The Contractor shall be responsible for obtaining access and adhering to all guidelines established by the local authorities for access to the work site and will be responsible for the daily access of their personnel and subcontractor workers.

The Contractor is cautioned to review any additional security guidelines specified elsewhere in this contract for more stringent requirements or specific access conditions. See Attachment A for additional information.

3.1.2 Work on Military Installations (Base)

When work is performed on a military installation (Base), every employee of the prime contractor, all subcontractor employees, and all material suppliers' employees, who require access to the installation for any reason and for any length of time will be required to obtain an installation/base access.

All personnel, vehicles, and equipment are subject to search when entering or leaving the installation and at any time while on the installation.

The contractor shall be responsible for notifying their personnel, to

DOCUMENT 00 74 01 Page 7 include subcontractors and suppliers of this. Entry of any individual onto the installation constitutes consent to being searched.

Individuals who will be performing work onsite shall apply for installation/base pass and may not be "signed in" or otherwise presented as a "visitor". Failure to comply with this requirement may result in the loss of sign-in privileges and/or loss of installation access.

All personnel in possession of an installation/base pass issued for work under this contract shall return them to the issuing office upon completion of the contract work or upon termination of employment.

3.1.3 Access to Operational Areas

Contractor personnel are expressly prohibited and shall be restricted from entering operational buildings or areas without the specific authorization of the Contracting Officer. To perform work, where "security escorts" are required for access to a facility, the Contractor shall coordinate with the Contracting Officer for access to such facilities.

3.2 IMMUNITY FROM LEGAL PROCESS

The Contractor agrees to indemnify and save harmless the United States Government against all claims and suits of whatsoever nature arising under or incidental to performance of this contract by any subcontractor against the United States Government.

The Contractor further agrees to waive his rights to bring suit or other legal action against the United States Government, except as provided in the "Disputes" clause of this contract and in the United States Federal Statutes.

3.3 CONTRACT EXECUTION IN THE HOST NATION

3.3.1 Access to Areas Under Military Control

The laws of the Host Nation (HN) may prohibit access to certain areas of the country which are under military control. Clearances to access these areas must be obtained from the HN. It is understood that areas to which rights of entry are provided by the HN are to be used only for work carried out under the contract and no destruction or damages shall be caused, except through normal usage, without concurrence of the HN.

3.3.2 Contractor Responsibility

The Contractor shall be responsible for providing the necessary information (such as but not limited to, names of personnel, type, and amounts of equipment, dates and length of time required at the site, and purpose of entering the HN) to the appropriate HN representatives, both civilian and military.

The following items are the sole responsibility of the Contractor to investigate, estimate as to cost, and assume the risk, as normally encountered by Contractors. The Contractor shall be responsible for determining the effect of the following on his own cost of performance of the contract and for including sufficient amount in the contract price:

a. Official language and type of accounts required to satisfy the officials of the Local Government.

DOCUMENT 00 74 01 Page 8

b. Entry and exit visas, residence permits, and residence laws applicable to aliens. This includes any special requirements of the Host Government, including those required by local Labor Offices, which the Contractor may have to fulfill before an application for visas will be accepted.

c. Passports, health and immunization certificates, and quarantine clearance.

d. Compliance with local labor and insurance laws, including payment of employer's share of contribution, collecting balance from employee and paying into insurance funds.

e. Strikes, demonstrations and work stoppage.

f. Collection through withholding and payment to local Government, of any HN income tax on employees subject to tax.

g. Arranging to perform work in the HN, to import personnel, to employ non-indigenous labor, to receive payments and to remove such funds from the country.

h. Operating under local laws, practices, customs and controls, and with local unions, in connection with hiring and firing, mandatory wage scales, vacation pay, severance pay, overtime, holiday pay, days of rest or other non-work days, legal notice or pay in lieu thereof for dismissal of employees, slowdown and curtailed schedules during religious holidays, and ratio of local labor employed in comparison to others.

i. Possibility of claims in local bureaus, litigation in local courts, or attachment of local bank accounts.

j. Compliance with workmen's compensation laws and contributions into funds. Provisions of necessary medical service for Contractor employees.

k. Special license required by the local Government for setting up and operating any manufacturing plant in the HN, e.g. concrete batching, precast concrete, concrete blocks, etc.

l. Sales within the HN of Contractor-owned materials, and equipment.

m. Special licenses for physicians, mechanics, tradesmen, drivers, etc.

n. Identification and/or registration with local police of imported personnel.

o. Stamp tax on documents, payments and payrolls.

p. Base passes for permanent staff, day laborers, motor vehicles, etc.

q. Compliance with all customs and import rules, regulations and restrictions, including, but not limited to, local purchase requirements.

r. Obtain the Water-Use Facility Installment license and Water-Use Facility Operating License for the drainage and oil-water separator

DOCUMENT 00 74 01 Page 9 system installed by this contract.

3.3.3 Archaeological and Historical Sites

The contractor shall be aware of all archeological laws and work accordingly including stopping work in the vicinity and reporting should archeological items be uncovered during the course of this contract.

3.4 CONTRACTOR LIAISON AND COMMUNICATION WITH HOST GOVERNMENTS

All communication by the Contractor with all officials, representatives and/or offices of the Host Government (at any level) in all matters pertaining to the design or construction of this contract, shall be through and in full liaison with the Contracting Officer. This does not relinquish Contractor responsibility for obtaining routine items to conduct day-to-day business, such as visas, permits, and custom clearances.

The contractor is further reminded that only the Contracting Officer or their authorized representative may give the contractor direction in regards to contract interpretation. Only a Contracting Officer or Administrative Contracting Officer may modify the contract terms or conditions: directions received from Host Nation Government officials do not constitute direction to proceed in accordance with the Change clause and will not be considered a change to the contract without prior specific direction from the Contracting Officer.

3.5 RESTRICTIONS ON PAYMENT SUBMISSIONS

Reference is made to clause 52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS. Due to financial cutoff periods, the Government will not accept any progress payments submitted between the last 5 work days of a given month and the first 3 work days of the following calendar month (second month). Invoices submitted during this time will not be considered "received" as described in the reference clause until the 4th working day of the second month.

-- End of Section --

DOCUMENT 00 74 01 Page 10

00 74 01 - ATTACHMENT A

The contractor shall send the details of its employees 21 days prior to the commencement of the work in a request addressed to the competent military organized commander at the construction site. In the present case, addressed to the commander of the 59th Szentgyörgyi Dezső Air Base of the Hungarian

Armed Forces.

The application must include the following information:

1. Name of employee (s):

2. ID card / Passport number:

3. In the case of a foreign person, his /her nationality:

4. Details of the vehicle (s) required for the work (type, registration number):

5. Aim and time or period of entry:

6. Place and date of birth:

A temporary entry permit will be issued upon request. The applicant

(contractor) shall immediately inform the competent military organization of any change in the identity of the workers or in the vehicles used for the work. Admission of a new employee is only possible after obtaining permission from the military organization.

The rules restricting movement within the construction site, as well as the safety regulations to be observed, shall be described by the competent military organization in a prospectus to the contractor's employees before the work is commenced (In ordinary this is a day commenced of the work) The information will also be provided to employees in printed form.

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 74 02

TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (NAU)

01/21

PART 1 GENERAL

1.1 DETERMINATION OF UNUSUALLY SEVERE WEATHER

1.2 MINIMIZING WEATHER IMPACTS

1.3 INCORPORATION IN PROJECT SCHEDULE

1.4 WEATHER CONDITIONS AT THE PROJECT SITE(S)

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 REPORTING

3.2 OCCURRENCE OF ACTUAL DELAY

3.3 CALCULATION OF DELAY AND CONVERSION TO CALENDAR DAYS

3.4 ISSUANCE OF MODIFICATION

3.5 DELAYS OUTSIDE STANDARD WORK DAYS

-- End of Section Table of Contents --

DOCUMENT 00 74 02 Page 1

SECTION 00 74 02

TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (NAU)

01/21

PART 1 GENERAL

1.1 DETERMINATION OF UNUSUALLY SEVERE WEATHER

This specification prescribes the procedures to be used on this contract for determination of time extensions for "unusually severe weather" in accordance with the contract clause 52.249-10 "Default: (Fixed Price Construction)".

In order for the Contracting Officer to award a time extension for "unusually severe weather" under this clause, all of the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must exceed the weather which could reasonably be anticipated based on a minimum of 25 years of historical weather data.

b. The weather must actually cause a delay to the completion of the project or any specified contractual milestone beyond that which would reasonably be anticipated based on the contractors means and methods.

The delay must result from events which are beyond the control and without the fault or negligence of the Contractor.

c. The delay must occur during the contractual performance period.

1.2 MINIMIZING WEATHER IMPACTS

The contractor is responsible for identifying and implementing the means and methods to minimize the overall impact of weather during the contract period.

The means and methods and sequencing of work will impact the extent to which the work is sensitive to or may be impacted by the weather.

Separate payment will not be made for any costs associated with mitigating the impacts of weather.

1.3 INCORPORATION IN PROJECT SCHEDULE

The Contractor's project schedule must reflect reasonably anticipatable weather in weather dependent activities. The Contractor shall be solely responsible for identifying anticipated weather days based on the activities scheduled during a given time period and the means and methods of executing the work.

Activities in the project schedule must be assigned to a calendar with anticipated weather days shown as non-work days. Acceptance of the contractors schedule will not be considered acceptance of the reasonableness or validity of the number of anticipated weather days.

DOCUMENT 00 74 02 Page 2

1.4 WEATHER CONDITIONS AT THE PROJECT SITE(S)

The Government makes no representation of the actual weather conditions to be expected at the site. No inference or conclusion shall be made regarding the actual weather conditions or the actual amount of weather delays based on any information included in the contract documents.

The Contractor shall, prior to submitting a proposal or offer, be solely responsible for determining the actual weather conditions prevalent at the project site or sites and accounting for this information in their proposal or offer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 REPORTING

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract performance period, the contractor will record on the CQC report the occurrence of weather and resultant impact to normally scheduled work. Impacted activities shall be identified by name and activity id on the CQC report.

When the use of RMS-CM (Section 01 45 01 RESIDENT MANAGEMENT SYSTEM - CONTRACTOR MODE) is required by the contract, weather shall be reported on the QC Report in RMS-CM and tracked therein.

3.2 OCCURRENCE OF ACTUAL DELAY

To be considered a day of actual weather delay, progress on critical path activities must be less than 50 percent of the progress scheduled to occur on that day, and the progress must be impacted due solely to the weather.

The delay must be recorded in accordance with paragraph 3.1: failure to provide this information at the time of the preparation of the CQC report will be considered an acknowledgement that no delay existed, however reporting on the CQC report will not automatically be considered concurrence by the Government that delay occurred and it was due solely to the weather.

Failure to make adequate preparations for weather or to adequately protect the work from reasonably anticipatable weather will not be considered an impact due solely to weather.

3.3 CALCULATION OF DELAY AND CONVERSION TO CALENDAR DAYS

Any adjustment in the contract period of performance resulting from unusually severe weather will be based upon the weather over a minimum period of six months.

The contractor shall be solely responsible for providing documentation to substantiate that the actual weather was "unusually severe" based on a minimum of 25 years of historical weather data, the critical path was impacted as a result, and the actual impact to the critical path could not have been prevented through reasonably prudent measures.

DOCUMENT 00 74 02 Page 3

As part of this documentation, the contractor must substantiate the reasonableness of anticipated weather days included in the schedule as discussed in paragraph 1.3 INCORPORATION IN PROJECT SCHEDULE. Failure to substantiate the reasonableness of the anticipated weather days may result in a determination that the contractor failed to adequately plan and execute the work in a manner consistent with the requirements of the contract, making the delay within their control.

Additionally, the contractor shall provide a detailed listing of all weather days occurring from the Notice to Proceed through the date of the request and show a cumulative net impact to the performance period exceeding that which could be anticipated based on the aforementioned 25 years of historical weather data.

Any calculation performed within RMS-CM under the "Weather Delays" screens of the QA/QC Module shall not serve as the basis for determining the amount of adjustment required.

3.4 ISSUANCE OF MODIFICATION

If the contractor can substantiate an impact to the completion date of the project based on actual "unusually severe" weather as described herein, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause 52.249-10 entitled "Default (Fixed Price Construction)".

3.5 DELAYS OUTSIDE STANDARD WORK DAYS

Weather delays occurring prior to Notice to Proceed, during non-working days, and after the required completion date are not excusable under the Defaults clause.

When the contract performance period, or any extension thereof, has passed, no extensions for unusually severe weather will be granted. This applies as well to any interim milestone or completion date.

-- End of Section --

DOCUMENT 00 74 02 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.01

SUMMARY OF WORK - PARALLEL TAXIWAY

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND UTILITIES

1.3.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00.01 Page 1

SECTION 01 11 00.01

SUMMARY OF WORK - PARALLEL TAXIWAY

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the construction of a parallel taxiway and ladder taxiways as shown in the drawings. This project consists of concrete pavement, asphalt shoulders, airfield lighting system, airfield markings and signage and storm water collection system. This project also includes demolition works and modifications to existing storm water and electrical manhole structures.

1.1.2 Location

The work is located at the Kecskemet Air Base in Hungary. The exact location will be shown by the Contracting Officer.

1.2 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

SECTION 01 11 00.01 Page 2

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00.01 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.02

SUMMARY OF WORK - AIRFIELD UPGRADES

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND UTILITIES

1.3.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00.02 Page 1

SECTION 01 11 00.02

SUMMARY OF WORK - AIRFIELD UPGRADES

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the construction of a parking apron, mast lights, and the apron entrance and exit taxiways as shown in the drawings. This project consists of concrete pavement, asphalt shoulders, airfield lighting system, airfield markings and signage and storm water collection system.

1.1.2 Location

The work is located at the Kecskemet Air Base in Hungary. The exact location will be shown by the Contracting Officer.

1.2 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

SECTION 01 11 00.02 Page 2

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00.02 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00.01

PRICE AND PAYMENT PROCEDURES - PARALLEL TAXIWAY

04/21

PART 1 GENERAL

1.1 PAYMENT TYPES

1.1.1 Single Job Payment Items

1.2 SCHEDULE OF ITEMS: BASE ITEMS

1.2.1 CLIN 0001: TW Base - Parallel Taxiway and Ladder Taxiway Z

1.3 SCHEDULE OF ITEMS: OPTION ITEMS

1.3.1 CLIN 0003: TW Option 1 - Ladder Taxiway W

1.3.2 CLIN 0004: TW Option 2 - Ladder Taxiway Y

1.3.3 CLIN 0005: TW Option 3 - Edge Lights Cables and Fixtures

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 20 00.01 Page 1

SECTION 01 20 00.01

PRICE AND PAYMENT PROCEDURES - PARALLEL TAXIWAY

04/21

PART 1 GENERAL

1.1 PAYMENT TYPES

1.1.1 Single Job Payment Items

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the PRICE SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved.

The job price and payment made for each item listed constitutes full compensation for furnishing all labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

If there is any work required of this contract that is not associated with a base bid item description or bid option description, then the costs for that work shall be included in the first base bid item.

1.2 SCHEDULE OF ITEMS: BASE ITEMS

1.2.1 CLI N 0001: TW Base - Par al l el Taxi way and Ladder Taxi way Z

Unit of Measure: Job.

Payment will be made for costs associated with the construction of a taxiway which includes but is not limited to site preparation, earthwork, concrete, paved asphalt shoulders, pavement markings, utility connections, signage, signage foundations, lighting, grounding, drainage system, electrical duct banks, cables and conduits, and landscaping. Construction includes all project requirements as defined in the Request for Proposal documents, except those requirements specifically called out as a contract option. This work shall include all applicable demolition, relocation and removal work to support the work elements contained in this item.

1.3 SCHEDULE OF ITEMS: OPTION ITEMS

1.3.1 CLI N 0003: TW Opt i on 1 - Ladder Taxi way W

Unit of Measure: Job.

Payment will be made for costs associated with the construction of a taxiway which includes but is not limited to site preparation, earthwork, concrete, paved asphalt shoulders, pavement markings, utility connections, signage, signage foundations,…