60643730_Ederle_Final_SPECS_Print VOL 1 DC4signed.pdf

WORK ORDER NO.

At the

PREPARED BY:

Mechanical:

Electrical:

Architectural:

Civil:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

VOLUME 1 OF 3

nancy.wroten Line

FY20 ERCIP Project: Replace Combined Heat and Power & Add Thermal Storage 60643730

SEALS PAGE 1

Civil Only Electrical Only

Architecture Only

Mechanical Only

Fire Protection Only

Structural Only

SEALS PAGE 2

Geotechnical Only

HOST NATION SEALS PAGE

FOR HN COMPLIANCE ONLY

HAVING PARTICIPATED IN THE DESIGN OF THE REPLACE COMBINED HEAT AND POWER & ADD THERMAL STORAGE AND HAVING THOROUGHLY REVIEWED THE COMPLETED PROJECT DOCUMENTS, I DECLARE THAT THE FACILITY DESIGN INCLUDED HEREIN COMPLIES WITH ALL APPLICABLE CODES AND LAWS / AVENDO PARTICIPATO ALLA PROGETTAZIONE DEL PROGERTTO “REPLACE COMBINED HEAT AND POWER & ADD THERMAL STORAGE” E AVENDO REVISIONATO ACCURATAMENTE I DOCUMENTI DEL PROGETTO COMPLETO, DICHIARO CHE LA PROGETTAZIONE DEGLI EDIFICI QUI INCLUSA E’CONFORME A TUTTE LE

NORME E LE LEGGI ITALIANE APPLICABILI

Date Signature

07/27/2022

THIS PAGE INTENTIONALLY LEFT BLANK

FY20 ERCIP Project: Replace Combined Heat and Power 60643730 & Add Thermal Storage

PROJECT TABLE OF CONTENTS

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

00 01 15 02/11 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/22 WORK RESTRICTIONS

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 05/17 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 20 05/18 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 08/18 SUBMITTAL PROCEDURES

01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 02/14 METRIC MEASUREMENTS

01 45 00.00 20 11/11 QUALITY CONTROL

01 45 23.10 42 11/20 CERTIFICATIONS OF COMPLIANCE WITH

ITALIAN LAWS

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 11/15 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL

CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 02/15 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

01 91 00.15 20 02/21, CHG 1: 05/21 TOTAL BUILDING COMMISSIONING

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

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

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

DI VI SI ON 03 - CONCRETE

03 30 00 02/19, CHG 2: 05/21 CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 30 00 05/15, CHG 2: 08/18 STEEL DECKS

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

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

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 84 00 05/10 FIRESTOPPING

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 08 - OPENI NGS

08 91 00 08/20 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 97 13.16 05/11, CHG 2: 08/19 INTERIOR COATING OF WELDED STEEL WATER

TANKS

DI VI SI ON 11 - EQUI PMENT

11 24 23 02/11 FALL PROTECTION SYSTEM

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 08/20, CHG 1: 02/21 METAL BUILDING SYSTEMS

13 48 73 05/20, CHG 1: 08/20 SEISMIC CONTROL FOR MECHANICAL

EQUIPMENT

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

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 48.00 40 08/15 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

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

HVAC

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00.00 20 02/21, CHG 1: 05/21 COMMISSIONING OF MECHANICAL SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 11 20 05/20 FACILITY GAS PIPING

23 21 13.23 20 07/07, CHG 1: 11/19 HIGH AND MEDIUM TEMPERATURE WATER

SYSTEM WITHIN BUILDINGS

23 21 23 08/17 HYDRONIC PUMPS

23 25 00 05/21 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 05/21 CYBERSECURITY FOR FACILITY-RELATED

HVAC AND GENERATOR CONTROL SYSTEMS

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

26 05 19.10 10 05/16 INSULATED WIRE AND CABLE

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 08/08 APPARATUS INSPECTION AND TESTING

26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM

PROJECT TABLE OF CONTENTS Page 2

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM PROTECTION

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

UNDER 600 VOLTS

26 32 17.00 05/20 GAS-FIRED COGENERATOR UNIT 1400-1600

KW, WITH AUXILIARIES

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 1: 05/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

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

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 08/08, CHG 2: 02/21 EARTHWORK

31 23 00.00 20 02/11 EXCAVATION AND FILL

31 63 16 11/20 AUGERED CAST-IN-PLACE PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 31 13 11/16, CHG 1: 05/17 CHAIN LINK FENCES AND GATES

DI VI SI ON 33 - UTI LI TI ES

33 16 15 11/20 WATER STORAGE STEEL TANKS

33 40 00 02/10, CHG 6: 02/19 STORM DRAINAGE UTILITIES

33 60 02 04/08 ABOVEGROUND HEAT DISTRIBUTION SYSTEM

33 61 13.13 02/16 PREFABRICATED UNDERGROUND HYDRONIC

ENERGY DISTRIBUTION

33 63 13.19 02/16 CONCRETE TRENCH HYDRONIC AND STEAM

ENERGY DISTRIBUTION

33 63 23 04/06 EXTERIOR ABOVEGROUND STEAM DISTRIBUTION

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings index is provided as an attachment to this specification.

-- End of Document --

DOCUMENT 00 01 15 Page 1

GENERAL

G-001 14121300 COVER SHEET / COPERTINA

G-002 14121301 INDEX OF DRAWINGS / INDICE DELLE TAVOLE

G-003 14121302 ABBREVIATIONS / ABBREVIAZIONI

G-004 14121303 ABBREVIATIONS / ABBREVIAZIONI

G-005 14121304 ABBREVIATIONS / ABBREVIAZIONI

G-006 14121305 GENERAL SYMBOLOGY / SIMBOLOGIA GENERALE

GEOTECHNICAL

B-101 14121306 GEOTECHNICAL SITE INVESTIGATION LAYOUT AND CROSS SECTIONS / UBICAZIONE PUNTI DI INDAGINE GEOTECNICA E SEZIONI GEOTECNICHE B-301 14121307 GEOTECHNICAL SITE INVESTIGATION RESULTS AND BORING LOG / RISULTATI DELLE INDAGINI GEOTECNICHE E STRATIGRAFIA

CIVIL

C-001 14121308 CIVIL GENERAL NOTES AND LEGEND / NOTE GENERALI CIVILI E LEGENDA

C-101 14121309 EXISTING CONDITIONS AND DEMOLITION PLAN / CONDIZIONI ESISTENTI E PIANO DI DEMOLIZIONE

C-102 14121310 SITE PLAN / PLANIMETRIA SITO

C-103 14121311 UTILITY PLAN / PLANIMETRIA UTENZE

C-104 14121312 GRADING AND DRAINAGE PLAN / PIANO DI LIVELLAMENTO E DRENAGGIO

C-105 14121313 EROSION AND SEDIMENT CONTROL PLAN / PIANO DI CONTROLLO DELL’EROSIONE E DEI SEDIMENTI

C-501 14121314 CIVIL DETAILS (BID OPTION) / DETTAGLI CIVILI (OPZIONE D’OFFERTA)

C-502 14121315 CIVIL DETAILS (BID OPTION) / DETTAGLI CIVILI (OPZIONE D’OFFERTA)

C-503 14121316 CIVIL DETAILS (BID OPTION) / DETTAGLI CIVILI (OPZIONE D’OFFERTA)

STRUCTURAL

S-001 14121317 STRUCTURAL GENERAL NOTES / NOTE GENERALI STRUTTURALI

S-002 14121318 STRUCTURAL GENERAL NOTES / NOTE GENERALI STRUTTURALI

S-003 14121319 STRUCTURAL GENERAL NOTES / NOTE GENERALI STRUTTURALI

S-101 14121320 STRUCTURAL PILE PLAN / PLANIMETRIA PALIFICAZIONE STRUTTURALE

S-102 14121321 STRUCTURAL FOUNDATION PLAN / PLANIMETRIA FONDAZIONE STRUTTURALE

S-103 14121322 STRUCTURAL FRAMING PLAN / PLANIMETRIA TELAIO STRUTTURALE

S-104 14121323 STRUCTURAL FRAMING PLAN / PLANIMETRIA TELAIO STRUTTURALE

S-301 14121324 FOUNDATION SECTIONS AND DETAILS / DETTAGLI E SEZIONI DELLA FONDAZIONE

S-310 14121325 FRAMING SECTIONS AND DETAILS / DETTAGLI E SEZIONI DEL TELAIO

S-311 14121326 FRAMING SECTIONS AND DETAILS / DETTAGLI E SEZIONI DEL TELAIO

S-401 14121327 STRUCTURAL ENLARGED FOUNDATION PLAN / PLANIMETRIA FONDAZIONE STRUTTURALE INGRANDITA S-402 14121328 STRUCTURAL ENLARGED FRAMING PLAN / PLANIMETRIA TELAIO STRUTTURALE INGRANDITA S-501 14121329 STRUCTURAL TYPICAL SECTIONS AND DETAILS / SEZIONI E DETTAGLI STRUTTURALI TIPICI S-502 14121330 STRUCTURAL TYPICAL SECTIONS AND DETAILS / SEZIONI E DETTAGLI STRUTTURALI TIPICI

S-601 14121331 SCHEDULES / SCHEDE

ARCHITECTURAL

AD101 14121332 ARCHITECTURAL SITE DEMO PLAN / PLANIMETRIA DELLE DEMOLIZIONI ARCHITETTONICHE

A-101 14121333 ARCHITECTURAL SITE PLAN / PIANTA ARCHITETTONICA DEL SITO

A-102 14121334 PUMP HOUSE SITE PLAN / PLANIMETRIA SITO IMPIANTO POMPE

A-103 14121335 PUMP HOUSE FLOOR AND ROOF PLAN / PIANTA TETTO E PAVIMENTO DELL’IMPIANTO POMPE

A-104 14121336 GROUND FLOOR PLAN / PIANTA PIANO TERRA

A-105 14121337 ROOF PLAN / PIANTA TETTO

A-201 14121338 PUMP HOUSE ELEVATIONS / PROSPETTI IMPIANTO POMPE

A-202 14121339 EXTERIOR ELEVATIONS / PROSPETTI ESTERNI

A-301 14121340 PUMP HOUSE SECTIONS / SEZIONI IMPIANTO POMPE

A-302 14121341 SECTIONS / SEZIONI

A-310 14121342 PUMP HOUSE WALL SECTIONS / SEZIONI DI PARETE IMPIANTO POMPE

A-501 14121343 DETAILS / DETTAGLI

LIFE SAFETY / FIRE PROTECTION

F-001 14121344 LIFE SAFETY CODE ANALYSIS AND FP SITE PLAN / ANALISI NORME DI SICUREZZA E PIANO PREVENZIONE INCENDI DEL SITO

F-501 14121345 FIRE ALARM DETAILS / DETTAGLI SISTEMA ALLARME ANTINCENDIO

MECHANICAL

M-001 14121346 MECHANICAL SYMBOL LEGEND, GENERAL NOTES / LEGENDA SIMBOLI MECCANICI, NOTE GENERALI M-002 14121347 MECHANICAL SYMBOL LEGEND, GENERAL NOTES / LEGENDA SIMBOLI MECCANICI, NOTE GENERALI MD001 14121348 MECHANICAL - GROUND FLOOR DEMOLITION PLAN / MECCANICA - PLANIMETRIA DEMOLIZIONE PIANO TERRA MD601 14121349 CO-GENERATOR EQUIPMENT DEMOLITION PLAN / PIANO DEMOLIZIONE APPARECCHIATURA COGENERATORE

MS001 14121350 MECHANICAL - GROUND FLOOR PLAN / MECCANICA - PIANTA PIANO TERRA

MS002 14121351 MECHANICAL - GROUND FLOOR ENLARGED AREA PLAN / MECCANICA - PIANTA PIANO TERRA INGRANDITA MS003 14121352 MECHANICAL - COGENERATOR PLAN / MECCANICA - PIANTA DEL COGENERATORE MP601 14121353 MECHANICAL - PIPING DIAGRAM COGENERATOR / MECCANICA - DIAGRAMMA DI TUBAZIONI COGENERATORE MP602 14121354 MECHANICAL - PIPING DIAGRAM BOILER / MECCANICA - DIAGRAMMA DELLE TUBATURE CALDAIA MP603 14121355 MECHANICAL - PIPING DIAGRAM HX SYSTEM / MECCANICA - DIAGRAMMA DELLE TUBATURE SISTEMA HX MP604 14121356 MECHANICAL - PIPING DIAGRAM STORAGE TANKS / DIAGRAMMA DI TUBAZIONI SERBATOI DI STOCCAGGIO

MP605 14121357 MECHANICAL - DETAILS / DETTAGLI MECCANICI

MP701 14121358 MECHANICAL - EQUIPMENT SCHEDULE / MECCANICA - SCHEDA ATTREZZATURA

MP702 14121359 MECHANICAL - EQUIPMENT SCHEDULE / MECCANICA - SCHEDA ATTREZZATURA

MP801 14121360 CONTROL SYMBOLS AND ABBREVIATIONS / SIMBOLI DI CONTROLLO E ABBREVIAZIONI

MP802 14121361 CONTROL DIAGRAMS / DIAGRAMMI DI CONTROLLO

MP803 14121362 CONTROL DIAGRAMS / DIAGRAMMI DI CONTROLLO

MP804 14121363 CONTROL DIAGRAMS / DIAGRAMMI DI CONTROLLO

MP805 14121364 CONTROL DIAGRAMS / DIAGRAMMI DI CONTROLLO

ELECTRICAL

E-001 14121365 ELECTRICAL LEGEND AND GENERAL NOTES / LEGENDA ELETTRICA E NOTE GENERALI E-002 14121366 ELECTRICAL LEGEND AND GENERAL NOTES / LEGENDA ELETTRICA E NOTE GENERALI ED101 14121367 CENTRAL ENERGY PLANT EXTERIOR DEMOLITION PLAN / PLANIMETRIA DEMOLIZIONE ESTERNA DELLA CENTRALE DI ENERGIA ED102 14121368 CENTRAL ENERGY PLANT INTERIOR DEMOLITION PLAN / PLANIMETRIA DEMOLIZIONE INTERNA DELLA CENTRALE DI ENERGIA ED601 14121369 ELECTRICAL DEMO SINGLE LINE DIAGRAM / DIAGRAMMA ELETTRICO DIMOSTRATVO A LINEA SINGOLA

ES101 14121370 ELECTRICAL SITE PLAN / PLANIMETRIA ELETTRICA DEL SITO

EG101 14121371 ELECTRICAL GROUNDING PLAN / PLANIMETRIA MESSA A TERRA

EL101 14121372 CENTRAL ENERGY PLANT EXTERIOR YARD LIGHTING PLAN / PLANIMETRIA ILLUMINAZIONE ESTERNA DEL CORTILE DELLA CENTRALE DI ENERGIA EL102 14121373 CENTRAL ENERGY PLANT EXTERIOR YARD LIGHTING PLAN / PLANIMETRIA ILLUMINAZIONE ESTERNA DEL CORTILE DELLA CENTRALE DI ENERGIA EL103 14121374 CENTRAL ENERGY PLANT INTERIOR LIGHTING PLAN / PLANIMETRIA ILLUMINAZIONE INTERNA DELLA CENTRALE DI ENERGIA EL104 14121375 INTERIOR LIGHTING CALCULATIONS / CALCOLO DELL’ILLUMINAZIONE INTERNA

EL105 14121376 LIGHTING PLATES / TARGHE DI ILLUMINAZIONE

EP101 14121377 CENTRAL ENERGY PLANT POWER PLAN / PIANTA DI DISTRIBUZIONE ELETTRICA DELLA CENTRALE DI ENERGIA EP102 14121378 CENTRAL ENERGY PLANT POWER PLAN / PIANTA DI DISTRIBUZIONE ELETTRICA DELLA CENTRALE DI ENERGIA

E-501 14121379 ELECTRICAL/TELECOM DETAILS / DETTAGLI ELETTRICI/TELECOMUNICAZIONI

E-502 14121380 ELECTRICAL/TELECOM DETAILS / DETTAGLI ELETTRICI/TELECOMUNICAZIONI

E-503 14121381 ELECTRICAL/TELECOM DETAILS / DETTAGLI ELETTRICI/TELECOMUNICAZIONI

E-504 14121382 ELECTRICAL DETAILS / DETTAGLI ELETTRICI

E-601 14121383 ELECTRICAL SINGLE LINE DIGRAM / DIAGRAMMA ELETTRICO A LINEA SINGOLA

E-701 14121384 ELECTRICAL SCHEDULES / SCHEDE ELETTRICHE

DRAWING

NO.

REVISION

NO.

NAVFAC

DRAWING NO.

TITLE

Ederle - List of Drawings

00 01 15 ATTACHMENT - LIST OF DRAWINGS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This project includes the demolition of two 1.5 MW Combined Heat and Power (CHP) diesel cogenerators, including containerized cogeneration units, heat recovery infrastructure, and associated appurtenances not suitable for reuse at the Central Energy Plant (CEP), and to provide for the installation of two new 1.5 MW CHP single fuel natural gas cogenerators complete with heat recovery modules, controls, and associated appurtenances necessary for integration of the units into the existing CEP trigeneration system. Both existing diesel cogenerator units are no longer operational. Additionally, this scope of work includes the design and installation of two new thermal energy storage tanks to improve the capacity to use the recovered CHP energy efficiently. Finally, project scope includes conversion of fluorescent lighting inside the CEP and within the plant yard to be converted to LED.

1.2.2 Location

The work is located in Vicenza, Italy, Casserma Ederle, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 INDUSTRY STANDARDS

When both U.S. and European, or Italian, Industry Standards are applicable to this project and the standards are in conflict with each other, the work must be compliant with the most applicable of the Italian Norm, law or code and UFC referenced building code(s). The required application may not be the most stringent. In primary code issues, the design must be compliant with the most applicable of Italian Norms and certifications, then IBC/NFPA. Where UFC adopted standards may allow for a minimum value compliance or range, Italian law may require a specific value for compliance. Thus the interpretation that meets the Italian Norm, law or code, yet satisfies the intent of UFC referenced requirements, is sufficient. In the absence of Italian Norms or code governing an issue, SECTION 01 11 00 Page 1

UFC and referenced US building code and standards must govern.

1.4 OCCUPANCY OF PREMISES

Adjacent building(s) will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.5 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.

1.6 ON-SITE PERMITS

1.6.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions tothe Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 15 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.6.2 Burning of Trash

Burning of trash or rubbish is not permitted on project site.

1.7 LOCATION OF UNDERGROUND UTILITIES

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

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

SECTION 01 11 00 Page 2 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.

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.8 GOVERNMENT-INSTALLED WORK

There is not any government installed work on this project.

1.9 NAVY AND MARINE CORPS (NMCI) COORDINATION REQUIREMENTS

1.9.1 NMCI Contractor Access

Allow the NMCI Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.

Coordinate efforts with the NMCI Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the NMCI Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.10 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government and are indicated in the construction documents.

Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

Buildings to be demolished: The government will remove any salvage items prior to buildings being demolished.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

11/22

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

SD-07 Certificates

Proof of IMD Ordnance Work Authorization; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The area surrounding the construction areas 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, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

c. As determined in the Safety and Coordination Plan (PSC) an UXO remediation shall occur in the areas where pile foundation will be implemented.

The following work is to be completed prior to initiation of construction activities: UXO survey and clearance certification through the 5th Reparto Division in Padova utilizing an approved Impresa Specializzata Bonifica Campi Minati (BCM)company meeting the requirements of LD 81/2008.

Work must be carried out in compliance with Technical Directive GEN-BST 001 (2020). The initial request to perform the survey, the survey itself, and obtaining the clearance authorization is all to be performed by the Contractor, coordinating with the COR for submittal of any required documentation through the appropriate Government channels.

Only once the clearance authorization is received can the Contractor proceed with working in the various project sites. The UXO search authorization request approval is estimated at a 30 day period, whereas the final clearance authorization is estimated at a 60 day period.

d. For areas of excavation less than 3 m depth Contractor may proceed without an UXO remediation. In any case, during the entire life of

SECTION 01 14 00 Page 1 this Contract, perform both visual and electronic inspection of the work areas to prevent danger to personnel and loss of equipment from inadvertently exploding old ordnance.

During excavation work, use caution when unknown objects are encountered and thoroughly identify the object prior to removal.

Refer to the Safety and Coordination Plan for additional instruction.

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 appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

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.

1.3.2 Working Hours

Regular working hours will consist of a 9 hour period established by the Contracting Officer, between 8:00 a.m. and 5:00 p.m., Monday through Friday, excluding Government and Italian holidays.

1.3.2.1 U.S. Government Holidays

a. New Year's Day.

b. Martin Luther King Jr. birthday.

c. George Washington's birthday.

d. Memorial Day.

e. Independence Day.

f. Labor Day.

g. Columbus Day.

h. Veteran's Day.

i. Thanksgiving Day.

j. Christmas Day.

1.3.2.2 Italian Holidays

a. New Year's Day.

b. Epiphany.

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c. Easter Monday.

d. Liberation Day.

e. Labor Day.

f. Assumption Day.

g. All Saint's Day.

h. Immaculate Conception Day.

i. Christmas Day.

j. St. Stephen's Day.

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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.3.5 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, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and other utilities as applicable are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 12 hours. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain. Obtain Installation's Sanitary Sewer Connection Permit 2 weeks prior to connection.

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1.4 NAVFAC EURAFCENT REQUIREMENTS AND RESTRICTIONS

1.4.1 Building Entrance Restrictions

Contractor personnel are 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, coordinate with the Contracting Officer for access to such facilities.

1.4.2 Public Release of Information

There must be no public release of information or photographs concerning any aspect of the materials or services relating to this contract or other documents resulting therefrom without the prior written approval of the Contracting Officer.

The Contractor agrees to insert the substance of above paragraph in each subcontract and purchase order generated for this contract.

1.4.3 Responsibility for Physical Security

The Contractor is responsible for physical security of construction materials, supplies, and equipment of every description (including property which may be Government furnished or owned) provided or utilized in the execution of this contract.

1.4.4 Employment

Should the continued employment of any person in connection with this contract, or any subcontract thereunder, be deemed by the Contracting Officer to be prejudicial to the interests of the Government, that person must immediately be removed from the work. In this connection the Contractor agrees that:

a. Cases which may involve disciplinary action against such persons, or the necessity of reassignment or termination of their services, shall be investigated, processed, reported and disposed of, as directed by the Contracting Officer.

b. Employment contracts of all persons employed in connection with this contract, or any subcontract thereunder shall include clauses containing the substance of this clause.

1.4.5 Compliance

Compliance with the foregoing provisions of this clause by subcontractors is the responsibility of the Contractor.

1.4.6 Cultural Resources

Cultural resources such as archaeological remains or villa remains may be uncovered during construction excavation operations on and off the Installation. If during excavations, suspected cultural remains are found, excavation operations must immediately cease and Contractor must notify the Contracting Officer who will contact the Installation Environmental office.

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1.4.7 Unexploded Ordnance

The Contractor is advised that unexploded ordnance may exist in areas where excavation work is required. During the entire life of this Contract, perform visual inspection of the work areas to prevent danger to personnel and loss of equipment from inadvertently exploding old ordnance.

During excavation work, use caution when unknown objects are encountered and thoroughly identify the object prior to removal. Upon discovery of suspected unexploded ordnance in the course of contract work, immediately clear the area and contact the Contracting Officer. Resultant exploratory and removal work may be subject to negotiations for a contract change in accordance with the Contract Clauses.

1.4.7.1 Ordnance Removal Requirements

Upon issuance of contract change and notice to proceed by the Contracting Officer, provide exploratory excavation and removal of suspected unexploded ordnance. This work must be conducted only by a firm authorized by the Italian Ministry of Defense (IMD) to perform such work, and approved by the Contracting Officer. Submit proof of IMD ordnance work authorization to the Contracting Officer for review and approval prior to conducting ordnance work.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 2: 08/ 21

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Within 30 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction Contract) as directed by the Contracting Officer. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.2 Payment Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer. For design phase progress payment(s), the Schedule of Prices or Earned Value Report from the Cost Loaded CPM must include detailed design activities and general (summarized) approach for the construction phase(s) of the project. The Schedule of Prices or Earned Value Report must be fully developed with detailed construction line items as design progresses. The complete design and construction Schedule of Prices or Earned Value Report must be submitted and accepted prior to starting construction work.

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For Fast-Tracked or Critical Path Submittals of construction projects, the Earned Value Report must include detailed design and construction line items for each fast-tracked/ critical path phase(s), submitted to and accepted by the Contracting Officer during the Post Award Kickoff Meetings and confirmed prior to starting construction work in that phase.

Additionally, the Earned Value Report must be separated as follows:

a. Primary Facilities Cost Breakdown:

Defined as work on the primary facilities out to the 1.5 m 5 foot line. Work out to the 1.5 m 5 foot line includes construction encompassed within a theoretical line 1.5 m 5 foot from the face of exterior walls and includes attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 1.5 m 5 foot line.

b. Supporting Facilities Cost Breakdown:

Defined as site work, including incidental work, outside the 1.5 m 5 foot line.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, base equipment use rates upon the applicable provisions of the

EP 1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 must include certification by Quality Control (QC) Manager as required by the Contract.

b. The Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government. Use NAVFAC Form 4330, unless otherwise directed by the Contracting Officer, on NAVFAC Contracts when a Monthly Estimate for Voucher is required. Earned Value Report from the cost-loaded NAS.

c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

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d. Monthly Work-hour report.

e. Updated Construction Progress Schedule and tabular reports required by the contract.

f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

j. Updated testing logs.

k. Other supporting documents as requested.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.5.3 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

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1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR

32.103 Progress Payments Under Construction Contracts:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this Contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment must be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this Contract.

Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

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e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation must be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

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PART 3 EXECUTION

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

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Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by Italian law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 20 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work.In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Project Manager

Assign a Project Manager with the responsibility for the overall management of the project. The Contracting Officer may request proof of the Project Manager's qualifications at any point in the project if the performance of the Project Manager is in question.

1.6.4.1 Project Manager Qualifications

The Project Manager must have a minimum 10 years experience as a Project Manager or Superintendent on projects of similar size and complexity.

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1.6.5 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETING

Immediately after award , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting . The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NRZ Meetings beginning at approximately 75 percent of project completion.

Include the following in the facility Turnover effort:

1.8.1 Red Zone Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.8.2 Meetings

a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial

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Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. During the Red Zone Meetings discuss with the COTR any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.9 EXPORT LICENSES FOR OVERSEAS PROJECTS

Obtain individual export licenses and project export licenses required by…