A.03.09 Attachment 6_Specifications 01.26.2023.pdf

ERI: CONSTRUCT ECAOS DABS STORAGE

SANEM, LUXEMBOURG

W912GB-18-D-0008

SPECIFICATIONS

Corrected Final Submittal

September 2022 January 2023

THIS PAGE INTENTIONALLY LEFT BLANK

ERI: CONSTRUCT ECAOS DABS STORAGE SANEM, LUXEMBOURG

PROJECT TABLE OF CONTENTS

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

00 74 01 10/19 SPECIAL CONDITIONS (NAU)

00 74 02 05/20 TIME EXTENSIONS FOR UNUSUALLY SEVERE

WEATHER (NAU)

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/11 WORK RESTRICTIONS

01 22 00 08/15 PRICE AND PAYMENT PROCEDURES

01 30 01 05/20 GENERAL REQUIREMENTS (NAU)

01 30 05 10/19 GOVERNMENT PROJECT OFFICE (NAU)

01 32 01 10/19 PROJECT SCHEDULE (NAU)

01 33 00 06/20 SUBMITTAL PROCEDURES (NAU)

01 35 26 04/19 SAFETY REQUIREMENTS (NAU)

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

(NAU)

01 45 00 05/20 QUALITY CONTROL (NAU)

01 45 01 05/20 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM) (NAU)

01 45 05 05/20 CONTRACTOR PERSONNEL REQUIREMENTS (NAU)

01 45 35 02/20 SPECIAL INSPECTIONS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 06/20 CLOSEOUT PROCEDURES (NAU)

01 78 23 10/19 OPERATION AND MAINTENANCE DATA (NAU)

01 91 00.15 10 05/19 TOTAL BUILDING COMMISSIONING

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

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

03 45 33 05/16 PRECAST AND PRESTRESSED STRUCTURAL

CONCRETE

DI VI SI ON 05 - METALS

05 05 23 08/18 STRUCTURAL WELDING

05 12 00 08/18 STRUCTURAL STEEL

05 50 14 08/18 STRUCTURAL METAL FABRICATIONS

05 51 00 02/17 METAL STAIRS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 08/16 ROUGH CARPENTRY

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 11 13 08/11 BITUMINOUS DAMPPROOFING

07 21 16 11/11 MINERAL FIBER BLANKET INSULATION

07 60 00 05/17 FLASHING AND SHEET METAL

07 81 00 02/11 SPRAY-APPLIED FIREPROOFING

PROJECT TABLE OF CONTENTS Page 1

07 84 00 05/10 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 02/10 STEEL DOORS AND FRAMES

08 33 23 11/19 OVERHEAD COILING DOORS

08 71 00 02/16 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 05/11 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 06 00 05/09 SCHEDULES FOR FINISHES

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16 GYPSUM BOARD

09 30 10 08/17 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 65 00 08/10 RESILIENT FLOORING

09 90 00 05/11 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

09 97 13 11/19 STEEL COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00 08/17 EXTERIOR SIGNAGE

10 14 01 08/17 INTERIOR SIGNAGE

10 28 13 08/17 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 11/11 METAL BUILDING SYSTEMS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13.00 10 05/09 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

21 30 00 04/08 FIRE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

22 15 14 11/17 GENERAL SERVICE COMPRESSED-AIR

SYSTEMS, LOW PRESSURE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 08/18 AIR SUPPLY, DISTRIBUTION, VENTILATION,

AND EXHAUST SYSTEMS

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 09 00 02/19 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/19 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 52 00 04/08 HEATING BOILERS

PROJECT TABLE OF CONTENTS Page 2

23 84 19 02/18 DESICCANT COOLING SYSTEMS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 11/17 CYBERSECURITY FOR BUILDING MANAGEMENT

SYSTEMS

25 05 12 11/17 CYBERSECURITY FOR FIRE CONTROL SYSTEMS

25 05 13 11/17 CYBERSECURITY FOR ELECTRICAL CONTROL

SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 00 00 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 13 11/16 MEDIUM-VOLTAGE CABLES

26 05 19 05/16 LOW-VOLTAGE ELECTRICAL POWER

CONDUCTORS AND CABLES

26 05 26 08/19 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 05 43 05/20 UNDERGROUND DUCTS AND RACEWAYS FOR

ELECTRICAL SYSTEMS

26 05 71 02/17 LOW VOLTAGE OVERCURRENT PROTECTIVE

DEVICES

26 08 00 08/08 APPARATUS COORDINATION, INSPECTION AND

TESTING

26 09 23 08/19 LIGHTING CONTROL DEVICES

26 13 00 11/14 SF6/HIGH-FIREPOINT FLUIDS INSULATED

PAD-MOUNTED SWITCHGEAR

26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM

26 22 00 10/07 20,000-400-VOLT STATION SERVICE

TRANSFORMERS

26 23 00 05/15 LOW-VOLTAGE SWITCHGEAR

26 24 13 05/15 SWITCHBOARDS

26 24 16 08/19 PANELBOARDS

26 28 01 10/07 POWER SYSTEM STUDIES

26 28 21 05/17 AUTOMATIC TRANSFER SWITCHES

26 29 23 02/20 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

(UNDER 1000 VOLTS A.C.)

26 32 14 02/10 DIESEL-GENERATOR SET, STATIONARY,

STANDBY APPLICATIONS

26 33 53 05/19 STATIC UNINTERRUPTIBLE POWER SUPPLY

(UPS)

26 35 33 08/19 POWER FACTOR CORRECTION EQUIPMENT

26 35 43 05/11 50 TO 60-HERTZ (HZ) SOLID STATE

FREQUENCY CONVERTER

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/16 LED INTERIOR LIGHTING

26 56 00 05/13 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 28 05/17 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 13 23 11/14 COMMUNICATIONS OPTICAL BACKBONE CABLING

27 21 10 05/16 FIBER OPTIC DATA TRANSMISSION SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 64.00 10 08/09 FIRE DETECTION AND ALARM SYSTEM,

PROJECT TABLE OF CONTENTS Page 3

ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 05 19 08/08 GEOTEXTILE

31 05 22 08/08 GEOTEXTILES USED AS FILTERS

31 10 00 08/08 CLEARING FOR CIVIL WORKS

31 11 00 11/18 CLEARING AND GRUBBING

31 23 00 02/11 EXCAVATION AND FILL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 13 05/18 ASPHALT SURFACE TREATMENT

32 01 17 05/17 SEALING CRACKS IN ASPHALT PAVING

32 01 19 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 08/17 BASE COURSE FOR RIGID PAVING

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16 PAVEMENT MARKINGS

32 92 19 08/17 SEEDING

32 92 23 04/06 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 01 30 08/16 TV INSPECTION OF SEWER PIPELINES

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 46 13 04/08 FOUNDATION DRAINAGE SYSTEM

33 46 16 05/18 SUBDRAINAGE PIPING

33 47 13 11/14 POND AND RESERVOIR LINERS

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

41 22 13 02/20 BRIDGE CRANES, OVERHEAD ELECTRIC,

UNDER RUNNING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION 00 74 01

SPECIAL CONDITIONS (NAU)

10/21

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 contract price.

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 or organization responsible for operation and maintenance of the facility or product constructed under this contract.

1.3 ORDER OF PRECEDENCE

1.3.1 Precedence Between Contract Provisions

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 1 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":

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

Any "00" specification section titled "Supplemental Conditions for Projects in (Country)", takes precedence over this Section.

b. Section 01 00 00, including Section 01 11 00 Statement of Work (Summary of Work or Scope of Work) if included in the contract.

c. All Other Specification Sections.

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

Refer to Section 01 30 01 GENERAL REQUIREMENTS, paragraph REFERENCED STANDARDS for additional information.

e. Referenced Design Guides or other non-technical standards

f. Drawings

g. All other attachments to the contract, including Host Nation Technical Requirements and References.

1.3.2 Amendments and Modifications

When a document is amended (prior to award) or modified (after award), the most current document takes precedence, to the extent noted above.

For example, an modification to a drawing takes precedence over an amendment to a drawing which takes precedence over the original drawing.

However, the specifications continue to take precedence over the drawing, whether or not they have been revised.

1.3.3 Conflicting Requirements Within Documents of the Same Order of Precedence

If documents of the same Order of Precedence contain conflicting requirements, the more stringent requirement governs. A conflict does NOT exist when both requirements can be met; in these instances the contractor shall comply with both requirements.

Submit questions regarding interpretation of "more stringent" to the Contracting Officer. When requesting interpretation:

a. Identify the specific conflicting requirements in detail. Simply indicating that two documents conflict is not sufficient.

b. Explain why all requirements cannot be met.

c. Indicate any differences in cost or performance time between the conflicting requirements.

d. Identify whether the contractor has a preferred or recommended solution. If none is provided, this will be considered an indication no preference exists.

DOCUMENT 00 74 01 Page 2

The contractor is responsible for providing the Government sufficient information timely to make a determination as to the "more stringent" criteria to apply.

1.3.4 Minimum Requirements

The contract documents identify the minimally acceptable 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, and the work will have an impact on the price or time to perform the work, unless that change has been specifically requested in writing via a Request for Proposal (RFP) from 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 in accordance with 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.

Refer to Specification Section 01 33 00 SUBMITTAL PROCEDURES, paragraph DEVIATIONS, SUBSTITUTIONS, AND VARIATIONS for proposed changes which have no impact on the price or time to perform the work

1.5 DOCUMENTS IN MULTIPLE LANGUAGES

If this contract includes documents in English and additional languages, 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

DOCUMENT 00 74 01 Page 3 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 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.

DOCUMENT 00 74 01 Page 4

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.

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 final acceptance. The contractor shall incorporate the requirements for final acceptance into the 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

DOCUMENT 00 74 01 Page 5 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.

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. 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 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

DOCUMENT 00 74 01 Page 6

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.

3.1.2 Work on Military Installations (General)

When work is performed on a military installation, 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 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 for five or more days in total - even if non-consecutively - 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, the Contractor shall coordinate with the Contracting Officer for access to such areas at least 30 calendar days in advance.

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.

DOCUMENT 00 74 01 Page 7

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.

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

DOCUMENT 00 74 01 Page 8 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.

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

DOCUMENT 00 74 01 Page 9 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

SECTION 00 74 02

TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (NAU)

05/20

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.

1.4 WEATHER CONDITIONS AT THE PROJECT SITE(S)

The Government makes no representation of the actual weather conditions to

DOCUMENT 00 74 02 Page 1 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.

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

DOCUMENT 00 74 02 Page 2 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.

DOCUMENT 00 74 02 Page 3

DOCUMENT 00 74 02 Page 4

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes ERI: CONSTRUCT ECAOS DABS STORAGE, including three new storage warehouse buildings (Building 1 - Container Storage, Building 2 - Vehicle Storage, and Building 3 - Pallet Storage), fire water tank and pump, associated utilites, addition of stormwater retention pond, and incidental related work.

The work includes consideration of the following Option Items:

a. Additive Option Items:

(1) Enhanced automation of overhead bridge crane. See Section 41 22 13 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING for additional information.

(2) Paved Road Construction North of Building 01 and Building 03 to include additional paved asphalt road along the north perimeter and additional concrete pavement at the northwest corner of Building 01, between Building 01 and Building 03 and at the northeast corner of Building 03. The Additive Bid Alternate requirements for this area is shown on Drawing C-100.

(3) Epoxy Flooring for Building 01 Room A-100 and Building 03 Room C-100.

1.1.2 Location

The work is located at the Warehouse Service Agency, (WSA) in Sanem, Luxembourg, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 COMMENCEMENT PROSECUTION AND EXECUTION OF WORK

Refer to the Period of Performance (POP) Clause.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. 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 Contact Personnel; G, RO

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The Warehouse Service Agency (WAS) will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

b. Permission to interrupt any Activity roads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

SECTION 01 14 00 Page 1

1.3.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contracting Officer, between 8 a.m. and 5:00 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.3.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, fire, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, security and communications are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 2

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES (NAU)

10/21

PART 1 GENERAL

1.1 PRICE AND PAYMENT PROCEDURES

The costs for performance of any work identified in the documents which is not associated with a specific base or option item description shall be included in the first base item (Base Item 0001).

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 or BID SCHEDULE (SCHEDULE OF ITEMS) and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job 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 plant, 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.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Quantity Measurement Plan; G

1.3 SCHEDULE OF ITEMS: BASE ITEMS

1.3.1 Base Item 0001: Building 1 - Container Storage

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of Building 1 - Container Storage

1.3.2 Base Item 0002: Building 2 - Vehicle Storage

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of Building 2 - Vehicle Storage.

SECTION 01 22 00 Page 1

1.3.3 Base Item 0003: Building 3 - Pallet Storage

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of Building 3 - Pallet Storage.

1.3.4 Base Item 0004: Fire Water Tank and Pump

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of fire water tank and pumping.

1.3.5 Base Item 0005: Utilities

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of utilities.

1.3.6 Base Item 0006: Storm Water Retention Pond

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of storm water retention pond.

1.3.7 Base Item 0007: Site Improvements

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of the site improvements.

1.3.8 Base Item 0008: Emergency Generator

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of the emergency generator.

1.3.9 Base Item 0009: Building 1 Overhead Bridge Crane

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of Building 1 overhead bridge crane.

SECTION 01 22 00 Page 2

1.4 SCHEDULE OF ITEMS: OPTION ITEMS

1.4.1 Awarding of Options

The Government reserves the right to award any option or combination of options in any order and the exercise of any option will not commit the Government to award any other option(s) unless noted in the description for that option(s).

1.4.2 Option 1: Item 1001: Automating the Overhead Crane

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of bridge crane automation and controls.

1.4.3 Option 2: Item 1002: Paved Road Construction North of Building 1 and Building 3

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of paved road construction North of Building 1 and Building 3.

1.4.4 Option 3: Item 1003: Epoxy Flooring for Building 1 Room A-100 and Building C-100.

Unit of Measure: Job.

Payment will be made for costs associated with labor, materials, equipment and services necessary to complete the construction of epoxy flooring for Building 1 Room A-100 and Building 3 C-100.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 22 00 Page 3

SECTION 01 22 00 Page 4

SECTION 01 30 01

GENERAL REQUIREMENTS (NAU)

02/22

PART 1 GENERAL

1.1 PURPOSE

This specification provides general requirements which the contractor shall follow during the execution of the work. As they are general in nature, specific requirements identified in any other portions of the contract, including in other Division 01 specifications, shall take precedence in the event of a conflict. In this context, a conflict exists only when both requirements cannot be met; if both can be met there is no conflict and the contractor shall comply with both requirements.

1.2 DESIGN AND DESIGN RELATED WORK

1.2.1 Requirement for Designs

As used in the contract documents, design related activities include extensions of design, requirements to provide "engineered solutions" or similar language, prepare studies or conduct investigations, and preparation of shop drawings. This and similar effort necessary or required to perform the work and comply with other technical requirements are considered "contractor prepared designs".

Notwithstanding any language regarding the type of contract, this work is part of this contract and the contractor is required to perform all work necessary to complete this effort. No separate or additional payment will be made for the performance of this effort.

1.2.2 Performance Requirements

Where this contract includes performance requirements or otherwise establishes parameters such as operating parameters, sequences of operation, or coordination of equipment or systems, that requires the contractor to identify, size, select, prepare and submit for review or approval equipment and materials, the contractor is required to perform all efforts necessary to accomplish this effort as part of the contract.

1.3 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

Pre-Construction Documentation;

Mobilization Plan; G Environmental Protection Plan; G Traffic Control Plan; G Construction Fence/Screening; G

SECTION 01 30 01 Page 1

Temporary Construction Plan; G

SD-03 Product Data

Hazardous Materials; G

SD-11 Closeout Submittals

Weekly Status

1.4 DEFINITIONS

The following definitions apply to terms as used in the Division 01 specification sections. These definitions shall not change or infer a meaning in any other document made part of this contract either directly or via reference.

Fugitive Dust. Solid particles generated by the forces of wind or machinery acting upon materials exposed as a result of the contractors operations

Installation. The entity considered to be the legal owner or authorized user of the location of the construction work.

Project. A "Project" is a single task or delivery order under an Indefinite Delivery, Indefinite Quantity award, including Multiple Award Task Order Contracts (MATOCs). For all other contracts, it refers to a single contract award.

Superintendent. The highest level manager responsible for the overall construction activities on a project, including quality and production. The Superintendent maintains a physical presence at the site at all times work is being performed and is responsible for all construction and related activities at the site,…