04_1602_Technical_Specifications_Revision_1.pdf

U.S. AIR FORCE

31ST FIGHTER WING

AVIANO AIR BASE, ITALY

Prepared and Submitted by:

Via di Sacco Pastore n. 4 - Rome, Italy Tel. +39.06.97848041 fax +39.06.97848175

E-mail: design@soinci.it

SO.IN.CI. S.r.l.

Architecture, Engineering & Consulting Services

PROJECT ASHE 16-1036

RENOVATE FAC.1379 FOR 606 ACS BED DOWN

AREA F, AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

FINAL SUBMISSION (100%)

Date: MAY 2016

A/E CONTRACT No.: FA5682-13-D-0004 D.O.: 0014

1458177917U Typewritten Text Revision 1

U.S. AIR FORCE

31ST FIGHTER WING

AVIANO AIR BASE, ITALY

Prepared and Submitted by:

Via di Sacco Pastore n. 4 - Rome, Italy Tel. +39.06.97848041 fax +39.06.97848175

E-mail: design@soinci.it

SO.IN.CI. S.r.l.

Architecture, Engineering & Consulting Services

PROJECT ASHE 16-1036

RENOVATE FAC.1379 FOR 606 ACS BED DOWN

AREA F, AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

HAVING REVIEWED THE DEFINITIVE AND DETAILED PROJECT, I DECLARE THAT I HAVE ASCERTAINED THAT THE STRUCTURES AND THE TECHNOLOGICAL SYSTEMS INCLUDED THEREIN COMPLY WITH THE APPLICABLE

ITALIAN NORMS.

Date: May 2016

Architectural:

Arch. M. Cantagallo Ordine degli Architetti della Provincia di Frosinone No.338

Mechanical Systems:

Ing. Pierluigi Chiarello Ordine degli Ingegneri della Provincia di Roma No.24166, sez. A

Electrical Systems:

Ing. Vincenzo De Stefano Ordine degli Ingegneri della Provincia di Roma No.10948, sez. A

ASHE 16-1036 AC-1

INDEX

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS 1-10

AF FORM 66 - SCHEDULE OF MATERIAL SUBMITTALS 11-17

REVISED MASTER SPECIFICATIONS 18-36

SCHEDULE OF WORK ITEMS 37

PART A. NEW CONSTRUCTION WORK 38-42

PART B. REPAIR WORK 43-58

PART S. SUSTAIN WORKS 59-64

ASHE 16-1036 AC-1 1

SECTION AC1

SCOPE OF PROJECT AND APPLICABLE CONDITIONS

AC1-01 SCOPE OF PROJECT: The Scope of this project is “RENOVATE FACILITY 1379 FOR 606TH ACS BED DOWN”, located in Area "F" of the Aviano Air Base.

The facility has a rectangular shape, major dimensions are approximately

31.00 meters x 18.00 meters, the total covered building surface area is 558 square meters. The facility has a reinforced concrete structure with structural steel sloped roof, the internal effective height is 2.60 in offices area and 3.75m in hall area.

The exterior face of perimeter walls are plastered and quartz resin painted finished, the windows have aluminum frames and are provided with venetian blind and insect screen. Interior flooring are in ceramic tiles, partitions are painted gypsum board, the suspended ceiling consists of mineral fiber panels and gypsum board, doors are wood and plastic laminate.

The project includes architectural, mechanical, and electrical works.

Work to be performed includes but are not limited to the following items:

a. Architectural Work

- New door opening in gypsum board wall and in reinforced concrete wall for new room layout.

- Construction of new gypsum board partition to provide new offices;

- Replacement of existing damaged interior doors with new wood doors with scratchproof plastic laminate finish.

- Maintenance of interior and exterior doors and windows.

- Removal, store and reinstallation of suspended ceiling panels to allow mechanical and electrical systems upgrading.

- Furnishing and placing of new suspended ceiling panels in upgraded offices;

- Painting of exposed interior and exterior walls surface with one coat of primer and two coats of latex paint;

- Painting of external metal doors and railings with one coat of rust preventer and two coats of synthetic enamel;

- Patching of existing ceramic floor tile where necessary including furnishing and installation of aluminum profile at new door opening;

- Replacing of existing toilet fixtures;

- Maintenance and replacing of existing fixtures of break area;

- Furnishing and installation of recessed walk-off mat at entry A and B;

ASHE 16-1036 AC-1 2

b. Mechanical Work

- Provide accurate HVAC system cleaning and inspection in accordance with NADCA and ASHRAE standards, including equipment, ductworks and accessories.

- Removal of damaged existing air diffusers and grilles and replace them with new of similar features

- Provide modification of the position of air diffusers and grilles in rooms #104 and #107 with air ducts upgrade

- Provide final HVAC tabs for air ducts.

- Provide thorough cleaning of toilets drain lines and other fixtures from drain points to the outdoor drain pit

- Provide sprinkler upgrade in rooms #104 and #107

- Provide No.6 zone damper actuators replacement in mechanical room;

- Provide No.6 zone thermostats replacement;

- Provide accurate maintenance of existing AHU;

- Replacement of existing 3-way modulating valve in mechanical room;

- Replacement of No.2 the existing flexible steel hose DN50 in mechanical room;

- Provide accurate maintenance of the existing unit heater in the mechanical room.

d. Electrical Work

- Removal and reinstall lighting fixtures.

- Removal existing 4P-32A circuit breakers in existing MDP.

- Removal of power outlets in the areas under restoration.

- Removal of existing cat 5 telecomm system.

- Furnishing and installation of new 4P-16A circuit breakers in the

MDP.

- Furnishing and installation of floor base channel.

- Upgrading existing lighting fixtures and lighting switches.

- Upgrading power system in the areas under restoration.

- Furnishing and installation of new telecomm system, including Main thelecomm rack, telecomm outlet RJ 45 cat. 6 floor base channel mounted, for telecomm and data system and UTP cat. 6 cables. The data and voice cables will terminate in separate RJ45 type patch panels.

ASHE 16-1036 AC-1 3

- Furnishing and installation of the F/A system to conform to

Italian Norms and Laws. Reprogramming of the existing FACP. At the end of the Works the F/A system shall be tested and any eventually deficiencies shall be corrected.

- Furnishing and installation of new EVAC System.

- Furnishing and installation of new emergency and exit lighting fixtures.

- Furnishing and installation of a new SPD systems on all electrical panels.

- At the end of the electrical works, the entire power, telecomm and fire systems shall be tested in accordance with the Italian Norms and the “Dichiarazione di Conformità” in accordance with the Decree No. 37/08 shall be provided.

AC1-02 TECHNICAL SPECIFICATION: The following Sections of the Master Specifications for construction projects of the Air Base in Aviano (PN), Italy, dated November 2006 and applicable modifications, shall be applicable to the present project, together with the List of Work Items to be performed:

08210 WOOD DOORS

10800 TOILET AND BATH ACCESSORIES

12490 BLINDS

15050 BASIC MECHANICAL MATERIALS AND METHODS

15080 INSULATION FOR MECHANICAL EQUIPMENT

15810 DUCTWORK AND DUCTWORK ACCESSORIES

15901 SPACE TEMPERATURE CONTROL SYSTEM

15950 HVAC TESTING/ADJUSTING/BALANCING

See Paragraphs AC1-23 and AC1-24 for the applicable specifications.

AC1-03 SUBMITTAL OF MATERIALS: In accordance with Paragraph 2.5 of the technical specification No. 01100/R, entitled “GENERAL CONDITIONS” of the Master Specifications, the materials listed in AF Form 66 shall be submitted as required by the time schedule indicated, for the approval by the Contracting Officer’s Technical Representative.

The Contractor shall provide, for all the materials that will be furnished and installed, a written certification, completed with catalog data from which shall be clear the total absence of toxic-noxious materials.

The number of copies will be as required on AF Form 66.

AC1-04 CONSTRUCTION AREA SCREENING: All construction sites and material storage areas shall be securely fenced around the entire perimeter within an area defined by the Contracting Officer’s Technical Representative.

Bilingual signs, "VIETATO L'INGRESSO - LAVORI IN CORSO / WORK AREA - NO ENTRY" shall be placed at the work area entry and along each side of the fencing. Fence type, height, and screening color should also be specified by the Base Civil Engineering (BCE). Fencing shall be completely secured at top and bottom to prevent access. Fences shall be screened with opaque screening material to prevent visibility inside the fenced area. Fences and screens shall be adequately staked and/or anchored to prevent blowing over during high wind conditions. Contractor shall not start installation of area screening until approved, in writing, by BCE. Contractor shall

ASHE 16-1036 AC-1 4

submit photos or samples of the screening material for approval by BCE.

The Contractor shall replace or repair in a timely manner, as determined by BCE, all fences and screening sections that have damage or develop unsightly rips or holes. At the end of the work or when exterior work requires it, temporary fencing shall be removed.

Night warning lights shall be installed to illuminate the work area, from sunset to dawn.

AC1-05 PROJECT SIGN: The Contractor shall furnish a project sign on site in accordance with Section 01101. The sign shall be made of a durable material and maintained in good condition. Lettering is to be white gloss, exterior-type enamel. The sign and posts shall be given one prime coat and two finish coats of dark brown gloss exterior enamel paint. The sign shall be erected at the designated location and shall be maintained in good condition by the Contractor until completion of the contract. The sign shall remain the property of the Contractor and shall be removed from the site upon final inspection and acceptance of the facility. Contractor identification and logo shall be allowed only on this sign and nowhere else on the exterior of the job site, with the exception of company vehicles.

There should be no signs for the purpose of advertising anywhere on the site. Contractors shall submit sign proposal to CE for approval.

AC1-06 JOB SITE MOBILIZATION: The Contractor shall submit a proposal to

BCE diagramming their construction site and all material storage areas in locations separate from a construction site. The Contractor shall submit this plan 14 calendar days prior to the start of construction. Material mobilization and construction execution can not begin until the plan has been approved by the base. Jobsite utility connections are the responsibility of the Contractor and shall be coordinated through BCE.

Temporary overhead utility runs are prohibited. Contractor shall include a plan for supplying required utilities to their site in their proposal.

AC1-07 SAFETY: Contractor shall provide barricades, traffic control signs and construction safety signs that meet installation standards and comply with all applicable laws. Actual location, size and final arrangement of these items shall be discussed and approved by the BCE prior to installation. Such approved items shall be of uniform size, design and color. All cones, barricades, warning lights, temporary signs and protective devices shall conform to the current host nation requirements and the U.S. Army Corps of Engineers Safety and Health Requirements Manual

EM 385-1-1.

AC1-08 HAZMAT/HAZWASTE HOUSEKEEPING: Prior to bringing any hazardous material into the base, the Contractor must contact BCE to coordinate the storage and handling of all hazardous materials. Contractor is responsible for complying with all applicable environmental regulations and laws pertaining to the storage, handling, and transportation of hazardous materials and hazardous waste.

a. Hazardous materials: The Contractor shall identify all hazardous materials required for completion of the project.

b. Material Safety Data Sheets: The Contractor shall furnish English language versions of the Material Safety Data Sheets (MSDS) of hazardous materials, chemical, toxic, and noxious, that will be used in the construction work, to 31st CES/CEV for approval and coordination through SEG and SGPB. The Contracting Officer will provide sample of the MSDS form to the Contractor.

ASHE 16-1036 AC-1 5

c. Hazardous Waste Management Plan: The Contractor shall provide an hazardous waste management plan.

d. Chemicals Materials: The Contractor shall ensure that hazardous materials utilized during construction do not contain any chemicals listed as EPA 17 toxins. A list of the EPA 17 toxins con be obtained from the 31st CES/CEV office.

e. Liquid, flammable or toxic substances: Any liquid, flammable, or any other toxic substances that are required for the execution of the works, shall be kept in properly labeled, special containers.

Relative data (quantity, characteristics and location) shall be transmitted to 31st CES/CEF or 31st CES/CEV through the Director of Works.

f. Asbestos Containing Materials: Asbestos containing materials will be encountered during demolition work. It shall be the responsibility of the Contractor to handle and dispose asbestos containing materials in the appropriate manner, as prescribed by Italian Law, governing the handling of such materials, and to provide all required documentation and related coordination to obtain the necessary authorizations. Removal, handling and disposal of asbestos containing materials shall be in compliance with Section 13281 of this contract document.

AC1-09 PRESERVATION OF EXISTING CONDITIONS: The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized by BCE to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound. The Contractor shall return all areas disturbed during construction to their original condition before final acceptance by the base.

AC1-10 WORK SITE CONDITIONS: The work areas shall be made available to the Contractor as follows:

a. Building interior area: Government personnel will remove furniture items prior commencement of the work.

b. Building Location: The building is located in area that requires special access procedures, therefore the Contractor shall strictly comply with the Contracting Officer’s instructions. Delays may happen when the Contractor will enter the restricted areas due to military operations or exercises. In this case the unproductive time will not be at the expense of the USA Government.

c. Administrative Containers: Containers required on site for administrative reasons (office space, conference space, break room) must be in like new condition and painted a color which coordinates with the base architectural plan and is approved by BCE, unless it is hidden by the opaque fencing material.

Administrative containers in need of painting and / or repairs or that are in an unsightly condition will not be allowed at the project site. A nameplate, no greater than 0.5 meters X 0.5

ASHE 16-1036 AC-1 6

meters in size, shall be displayed on the exterior of all trailers which lists the name of the Contractor’s company, 24-hour Contractor’s point(s) of contact (POC) and telephone number where they can be reached.

d. Material Storage: Storage containers will be in like new condition, and painted a color which coordinates with the base architectural plan and is approved by BCE, if it is not hidden by the opaque fencing material. Contractor shall display a nameplate on the exterior of all storage units with the name of the Contractor’s company, the Contractor’s point(s) of contact (POC) and telephone number where they can be reached. Storage of materials at the work site is at the Contractor’s risk. The use of private security guards on a job site shall be coordinated with base Security Forces and approved by the installation commander.

The Contractor shall not use any area(s) for material or equipment storage that has not been approved by BCE.

e. Loading and Unloading of Construction Materials and Equipment:

Unloading of materials will be allowed within the fenced work area.

Contractor's personnel, vehicles and equipment must not obstruct access roads to other buildings.

Temporary parking of vehicles, for loading or unloading materials and equipment is permitted in the proximity of the work area;

unless such operations will obstruct traffic flow.

f. Housekeeping and Site Cleanup: At the end of each working day, the Contractor shall be responsible for cleaning the area surrounding the building involved in the work.

Since the adjacent buildings are used every day, the Contractor shall provide that the surrounding areas are kept constantly clean and accessible, completely safe, and that the facilities are not in any way aesthetically damaged, even temporarily.

Such functions include disposal of accumulated waste materials and rubbish and other operations necessary to present a neat appearance at all times. Grass within the construction sites and material storage areas shall never exceed 10 cm in height. All rubbish and waste materials shall be placed in Contractor furnished containers. Contractors shall ensure all light weight debris at the construction site is properly secured in waste receptacles so that it does not blow to another area or onto the airfield. During the laying of asphalt roads, streets and/or parking surfaces, areas soiled by residual asphalt shall be cleaned the same day.

AC1-11 AIRFIELD SAFETY TRAINING: The Contractor shall contact Airfield Management to receive flight line driver and airfield safety training prior to start of any work beginning on the flight line.

AC1-12 PARKING: Contractor or Contractor’s employees, including subcontractors, shall obey all traffic laws on installation.

The Contractor shall park all vehicles, including heavy equipment vehicles, only in unobtrusive locations within the fence line of the construction site or laydown areas. Every effort must be made to avoid parking vehicles or heavy equipment where it can be easily observed by the public.

The Contractor shall not park outside the construction zone unless approved through BCE.

ASHE 16-1036 AC-1 7

The Contractor shall clearly identify their vehicles through the use of company logos or signs on their vehicles.

AC1-13 ACCESS ROUTES: The Contractor shall provide a haul route plan for approval by BCE.

For road detour/closures the Contractor shall submit a written request to the Contracting Officer or his authorized representative for approval four weeks prior to his scheduled starting of work.

AC1-14 TRUCKING AND ROADS: Trucks loaded with loose material that can create a dust, debris or falling hazard shall be secured and covered.

Fasten suitable cover, such as tarpaulin, over the load before entering surrounding streets. The Contractor is solely responsible for spillage from their vehicles and such spillage shall be cleaned up immediately. All roads shall be maintained free of debris at all times. The Contractor is responsible for ensuring all haul routes and site access areas are maintained in a clean and orderly fashion, free from mud, debris and clutter at all times. Special consideration must be given to haul routes that cross active taxiways. No amount of debris at these locations shall be tolerated. The Contractor shall sweep these areas continuously as long as material deliveries are being made.

AC1-15 NOISE CONTROL: The Contractor shall comply with all applicable country, local, and installation laws, ordinances, and regulations relative to noise control, to include applicable base quiet hours.

AC1-16 EXCAVATIONS: Every trench/excavation shall be returned to its original condition within ten days of the original excavation; this may be extended to 30 days if approved by the BCE. Contractor shall phase trenching and excavation operations in order to comply. At minimum, Contractor shall restore the site to pre-excavation conditions. All soil stockpiles shall be hidden from view to the maximum extent possible. Prior approval by BCE is required if soil stockpiles are to remain exposed for long periods of time. Dust control measures are the responsibility of the Contractor and shall be implemented as directed by BCE. All road cuts must be approved by BCE prior to execution.

AC1-17 LAWN MAINTENANCE: Grassy areas disturbed by any type of construction work including storage, equipment staging, and material delivery areas shall be sodded, or hydro-seeded, where required by BCE.

Sodding, or seeding, damaged areas should be accomplished at the earliest planting season possible. Contractor shall be responsible for the successful growth and maintenance of all sodded, or seeded, areas under this contract for a period of thirty (30) days or three mowing after final acceptance of the work. All grass, shrubbery, and ornamental plants fenced by the construction site shall be maintained to base standards by the Contractor.

AC1-18 LAWN ESTABLISHMENT: Within seven (7) workdays of actual completion of work at contract site, the Contractor shall prepare all disturbed areas inside and outside of the fenced site for sodding, or hydro-seeding, as provided in contract specifications. Contractor shall restore the site to a condition and appearance equal to or better than existing before the work occurred. Such restoration work will not be considered complete, and the facility not accepted, until approved by BCE.

Additionally, no seeding shall be authorized for lawn establishment, whether new, or for restoration purposes unless specifically authorized by

BCE .

ASHE 16-1036 AC-1 8

AC1-19 CONSTRUCTION SITE RESTORATION: All Contractor owned items such as, but not limited to, stakes, traffic/safety cones, barriers, warning tape, erosion control fences, that are erected during construction, shall be removed entirely after completion of project and within five (5) days of Government acceptance of the project site. The Contractor, at his own expense, shall return to the site to remove any items left at or near the project site after this time period. All trailers, equipment/storage units, residual construction materials shall be removed also within five

(5) days of Government acceptance of the project site.

AC1-20 PROCEDURES AND WORK PHASES: Prior to starting any work the

Contractor shall submit a Work Plan for approval by the Contracting Officer.

AC1-21 SALVAGEABLE MATERIALS: In this contract are indicated materials and equipment to be removed, stored and subsequently reinstalled. It shall be the responsibility of the Contractor to remove salvageable items with maximum care to avoid any damages; and to transport them to the storage areas as indicated by the Contracting Officer’s Technical Representative.

It shall be the responsibility of the Contractor to provide containers for material disposal and/or transportation of the salvageable items. All discarded materials shall be transported to an authorized public dump site by the Regional and National Regulation according to the typology of the related material. Transportation of discarded materials shall be extended, to an authorized dump site, even if the dump site is located outside the authority limits of the Aviano City Council Territory.

AC1-22 CONSTRUCTION DRAWINGS: The following Construction Drawings complement this Technical Specification and are an integral part of the project documents:

DRAWING # SHEET # DESCRIPTION

GENERAL

1 of 18 T-1 PROJECT TITLE SHEET AND MAPS 2 of 18 T-2 LIST OF DRAWINGS & LEGENDS

ARCHITECTURAL

3 of 18 A-1 EXISTING CONDITION - FLOOR PLAN 4 of 18 A-2 EXISTING CONDITIONS – SECTION AND ELEVATIONS 5 of 18 A-3 EXISTING CONDITIONS – SUSPENDED CEILING AND ROOF PLAN 6 of 18 A-4 NEW CONDITIONS – FLOOR PLAN 7 of 18 A-5 NEW CONDITIONS – SUSPENDED CEILING PLAN AND DETAILS 8 of 18 A-6 NEW CONDITIONS – MISCELLANEOUS DETAILS

MECHANICAL

9 of 18 M-1 EXISTING CONDITION - MECHANICAL SYSTEM 10 of 18 M-2 NEW CONDITION - MECHANICAL SYSTEM

ELECTRICAL

11 of 18 E-1 ELECTRICAL LEGEND 12 of 18 E-2 EXISTING AND NEW CONDITION - POWER FLOOR PLANS 13 of 18 E-3 EXISTING AND NEW CONDITION - LIGHTING FLOOR PLAN 14 of 18 E-4 EXISTING CONDITION - TELECOMM FLOOR PLAN 15 of 18 E-5 EXISTING CONDITION - FIRE ALARM FLOOR PLAN 16 of 18 E-6 NEW CONDITION - TELECOMM FLOOR PLAN 17 of 18 E-7 NEW CONDITION – TELECOM SCHEMATIC BLOCK DIAGRAM

ASHE 16-1036 AC-1 9

18 of 18 E-8 NEW CONDITION - FIRE ALARM FLOOR PLAN AND DETAILS

AC1-23 ADDITIONAL SPECIFICATIONS: In addition to the Norms and Specifications contained in the Master Specifications as noted in Section AC1-02 of these Technical Specifications, the following Additional Specifications shall apply to this project:

Not Applicable

AC1-24 REVISED MASTER SPECIFICATIONS: In addition to the Norms and

Specifications contained in the Master Specifications as noted in Section AC1-02 of these Technical Specifications, the following Revised Master Specifications shall apply to this project

01100/R GENERAL CONDITIONS

01101/R PROJECT SIGN

07231/R WALL INSULATION

09212/R EXTERIOR STUCCO

09250/R GYPSUM AND CEMENT BOARD

09310/R CERAMIC AND STONE COMPOSITE TILE

09510/R ACOUSTICAL CEILING

09900/R PAINTS AND COATINGS

13855/R ANALOG ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

15070/R MECHANICAL SOUND, VIBRATION AND SEISMIC CONTROL

15181/R CHILLED WATER AND HOT WATER PIPING

15400/R PLUMBING

15601/R CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING

15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

16050/R BASIC ELECTRICAL MATERIALS AND METHODS

16402/R INTERIOR DISTRIBUTION SYSTEM

16510/R INTERIOR LIGHTING

16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM

AC1-25 ADDITIONAL NORMS AND STANDARDS: Furthermore the works included in this project shall be in accordance, when applicable, with the NFPA, ASTM, UL, HANDBOOKS, Norms and Standards, whose manuals and regulations are available for review at the Contracting Officer.

AC1-26 FINAL ACCEPTANCE TEST & CERTIFICATIONS:

a. Once issued NTP, Contractor is required to contact CEAOR (Ms.

Cristina Rossetto 0434-305691) and schedule a meeting to fill Form DD1354 with appropriate project data for real property capitalization (DD1354 and category codes list CATCODE_LIST_2010 are available in engineering office during normal hour of operations). Contractor is required to provide final Form DD1354 for 31CES/CD signature before contract close out;

b. All installed new mechanical and electrical equipment shall have the required Italian Mark of Quality and shall conform to D.P.R.

No. 459, dated 24 July 1996, with "C.E." Mark; and three copies of relevant certificates shall be furnished to the Contracting Officer for each item of equipment installed. Furthermore the electric equipment shall be in compliance with the Legislative Decree No. 81/08 and subsequent modifications which apply the Directive 93/68/CEE. Electrical tests shall comply with Low 37/08 and CEI 64/8 Norm.

c. At the end of the work, the Contractor shall provide the

ASHE 16-1036 AC-1 10

Government with three copies of the following documents:

1. Certificate of Compliance with Law No. 37/08, for the installation of the electrical and mechanical systems in a workmanlike manner, signed by the Contractor.

2. Final Acceptance Test Certifications for electrical and mechanical systems signed by a Registered Engineer to be selected from three candidates proposed by the Contractor to the Contracting Officer.

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RENOVATE FAC. 1379 – ASHE 16-1036 18

REVISED MASTER SPECIFICATIONS

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 07231/R WALL INSULATION

SECTION 09212/R EXTERIOR STUCCO

SECTION 09250/R GYPSUM AND CEMENT BOARD

SECTION 09310/R CERAMIC AND STONE COMPOSITE TILE

SECTION 09510/R ACOUSTICAL CEILING

SECTION 09900/R PAINTS AND COATINGS

SECTION 13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

SECTION 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16402/R INTERIOR DISTRIBUTION SYSTEMS

SECTION 16510/R INTERIOR LIGHTING

SECTION 16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM . 36

Section 01100/R 19

SECTION 01100/R

GENERAL CONDITIONS

Revise Paragraph "3.2 UTILITY CUT-OFF" as follows:

Delete "ten (10) days" and insert "three (3) weeks".

-- End of Section --

Section 01101/R 20

SECTION 01101/R

PROJECT SIGN

PART 1 - PROJECT SIGN

1.1 Scope

Furnish labor and material required for the construction and painting of a sign as shown on the attached sketch.

PART 2 - GENERAL

The Contractor shall identify the project by means of an appropriate sign mounted in a conspicuous area of the work site, as indicated by the Contracting Officer or his designated representative. The sign shall be erected within 10 days of initiation of work at the job site.

The sign shall contain the following information in English:

a. Project No.

b. Project description

c. Constructed under Supervision of Base Civil Engineering

d. Contracted by 31st Contracting Squadron

e. Contractor

f. Design Engineer

g. Inspector

h. Contract Management: 31 CONS Construction Flight

i. ERP Coordinates

Lettering of the sign will be as shown on the following sketch, and may be painted or stenciled directly on sign. The sign will remain the property of the Contractor, and shall be promptly removed upon completion of the project.

Section 01101/R 21

Section 07321/R 22

SECTION 07231/R

WALL INSULATION

Add to Paragraph 1.1:

UNI 7745 (1977) Insulating Materials. Determination of Thermal Conductivity by Means of the Guarded Hot Plate Method.

UNI 7891 (1978) Insulating Materials. Determination of Thermal Conductivity by Means of the Heat Flow Meter Method.

UNI EN 13164 (2003) Thermal Insulation Products for

Buildings - Factory Made Products of Extruded Polystyrene Foam (XPS) - Specification

Read Paragraph 2.1.a as follows:

a. Foamed extruded closed cell polystyrene board:

Density 33-35 kg/cm Thermal conductivity as per UNI 7745, UNI 7891, and UNI EN 13164 0.033 W/mK Compressive strength 3 kg/sq.cm Fire behavior Class 1 Water absorption 0.1% Resistance to steam migration 80-150

Section 09212/R 23

SECTION 09212/R

EXTERIOR STUCCO

Paragraph 1.1 Applicable publications:

Delete:

UNI ENV 413-1 (1994) Masonry Cement - Part 1:

Specification.

UNI EN 459-1 (2002) Building Lime - Part 1:

Definitions, Specifications and Conformity Criteria.

UNI EN 459-2 (2002) Building Lime - Part 2: Test

Methods.

UNI EN 932-1 (1998) Tests for General Properties of Aggregates - Part 1: Methods for Sampling.

UNI EN 932-3 (1998) Tests of General Properties of

Aggregates - Part 3: Procedure and Terminology for Simplified Petrographic Description.

Add:

UNI ENV 413-1 (2004) Masonry Cement - Part 1:

Specification.

Composition, Specifications and Conformity

Criteria.

UNI EN 459-1 (2002) Building Lime. Definitions, Specifications and Conformity Criteria.

UNI EN 459-2 (2002) Building Lime. Test Methods.

UNI EN 932-1 (1998) Tests for General Properties of Aggregates. Methods for Sampling.

UNI EN 932-3 (2004) Tests of General Properties of

Aggregates - Part 3: Procedure and Terminology for Simplified Petrographic Description.

Add the following sentence at the end of Paragraph 2.1.8:

"Other manufacturers meeting the requirements of this specification are acceptable.”

Section 09250/R 24

SECTION 09250/R

GYPSUM AND CEMENT BOARD

Add the following sentence at the end of Paragraph 2.1:

Section 09310/R 25

SECTION 09310/R

CERAMIC AND STONE COMPOSITE TILE

UNI EN 87 (1992) Ceramic Floor and Wall Tiles -

Definitions, Classification, Characteristics and Marking.

Add:

UNI EN 1411 (2007) Ceramic Tiles. Definitions, Classification, Characteristics and Marking.

Add the following sentence at the end of Paragraph 2.2:

Section 09510/R 26

SECTION 09510/R

ACOUSTICAL CEILING

UNI EN 10113/1 (1994) Hot Rolled Products in Weldable Fine Grain Structural Steels, Part 1, General Delivery Conditions.

UNI EN 10113/2 (1994) Hot Rolled Products in Weldable

Fine Grain Structural Steels, Part 2, Delivery Conditions for Normalized /Normalized Rolled Steels.

UNI EN 10113/3 (1994) Hot Rolled Products in Weldable

Fine Grain Structural Steels, Part 3, Delivery Conditions for Thermomechanical Rolled Steels.

UNI EN 10215 (1996) Continuously Hot-Dip Aluminum, Zinc

Coated Steel Strip and Sheet - Technical delivery Conditions.

UNI EN ISO 717-1 (1997) Acoustics - Rating of Sound

Insulation in Buildings, Part 1, Airborne Sound Insulation.

UNI EN ISO 26927 (1992) Building Construction - Jointing

Products.

UNI EN 10025/1 (2005) Hot Rolled Products of Structural Steels. Part 1: General Technical Delivery Conditions.

UNI EN 10025/3 (2005) Hot Rolled Products of Structural

Steels. Part 3: General Technical Delivery Conditions for Normalized/Normalized Rolled Weldable Fine Grain Structural Steel.

UNI EN 10025/4 (2005) Hot Rolled Products of Structural

Steels. Part 4: Technical Delivery Conditions for Termomechanical Rolled Weldable Fine Grain Structural Steel.

UNI EN 10326 (2004) Continuously Hot-Dip Coated Strip and Sheet of Structural Steels. Technical Delivery Conditions.

Section 09510/R 27

UNI EN 10327 (2004) Continuously Hot-Dip Coated Strip and Sheet of Low Carbon Steels for Cold Forming. Technical Delivery Conditions.

UNI EN ISO 717-1 (2007) Acoustics - Rating of Sound

Insulation in Buildings, Part 1, Airborne Sound Insulation.

UNI EN ISO 26927 (1992) Building Construction - Jointing

Products. Sealants. Vocabulary.

Paragraph 3.1 Suspended ceilings:

Replace:

“UNI EN 10113/1” with “UNI EN 10025/1”;

“UNI EN 10113/2” with “UNI EN 10025/3”;

“UNI EN 10113/3” with “UNI EN 10025/4”.

Add at the end of Paragraph 2.2 the following sentence:

Section 09900/R 28

SECTION 09900/R

PAINTS AND COATINGS

UNI ISO 6504-1 (1990) Paints and Varnishes - Determination of Hiding Power - Part 1:

Kubelka-Munk Method for White and Light- Colored Paints.

UNI EN ISO 3251 (1998) Paints and Varnishes -

Determination of Non-Volatile Matter of Paints, Varnishes and Binders for Paints and Varnishes.

UNI EN ISO 6504-1 (2006) Paints and Varnishes -

Determination of Hiding Power - Kubelka- Munk Method for White and Light-Colored Paints.

UNI EN ISO 3251 (2005) Paints, Varnishes and Plastic -

Determination of Non-Volatile Matter Content.

-- End of Section –

Section 09900/R 29

SECTION 13855/R

ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

Paragraph 1.1:

NFPA 72 (1999) National Fire Alarm Code.

NFPA 90A (1999) Installation of Air Conditioning and Ventilating Systems.

CEI 64-8/1-7 (1998) Electrical Systems with Rated

Voltage Not Greater Than 1000V A.C. and 1500V D.C.

UNI 9795 (1999) Fixed Installation of Automatic

Fire Detection System and Hand activated Fire Alarm System.

UNI EN ISO 9000-9001-9004 (2000) Quality Systems.

Basis and Terminology Requirements - Guide

Lines for Performance Improvement.

NFPA 72 (2007) National Fire Alarm Code.

NFPA 90A (2002) Installation of Air Conditioning and Ventilating Systems.

CEI 64-8/1-7 (2013) Electrical Systems with Rated

Voltage not Greater than 1000V a.c. and 1500V d.c.

CEI EN 62305/4 (2013) Protection against lightning.

Electrical anf Electronic systems within the buildings.

CEI EN 50200 (2007) Fire test methods for unprotected small cables to be used in the emergency circuits.

CEI EN 61386-21 (2011) Conduit systems for electrical installations. Part 21: Particular requirements for rigid conduit systems.

UNI 9795 (2013) Fixed Installation of Automatic

Fire Detection System and Hand Activated Fire Alarm System.

UNI EN 54 (Various dates and various Norms)

Detection and signalling fire alarm system

Paragraph 2.2.2 after “UNI 9795” add the following: “UNI EN 54”

Section 09900/R 30

Paragraph 2.2.4: item a: delete “IEEE C62.41” and replace with “CEI EN 62305-4”

Paragraph 2.2.6 Smoke Sensors: delete entire paragraph and replace with the following:

Paragraph 2.2.6 “Heat Detectors. Heat detectors shall be rate of rise type, with 58°C fixed temperature and 10°C rise per minute, in accordance with UNI 9795 and UNI EN 54”

Paragraph 2.2.9.3: at beginning of the paragraph add the following: “CEI

EN 50200”

Paragraph 2.4 delete “NFPA 72” and replace with following: “CEI EN 50200”

Paragraph 2.5.1 delete “CEI EN 50086-2-1” and replace with: “61386-21”

Paragraph 2.6: delete “CEI EN 60529” and replace with following “UNI 9795 and UNI EN 54”

Paragraph 2.7: delete “CEI EN 60529” and replace with following “UNI 9795 and UNI EN 54”

Paragraph 3.1: delete “smoke sensors” and replace with following “heat sensors”

Paragraph 3.3: after the word FIELD QUALITY CONTROL add the following:

“In accordance with UNI EN 54”

Section 16050/R 31

SECTION 16050/R

BASIC ELECTRICAL MATERIALS AND METHODS

CEI 64-8 (2004) Electrical Systems with Rated

Voltage Below 1000 V a.c. and 1500 V d.c.

CEI 16-2 (2000) Identification of Equipment

Terminals.

IEC 60364 (2001) Electrical Installations in

Buildings.

IEC 60706 (1982) Guide on Equipment Maintenance.

ISO 1462-1973 Prove di corrosione.

CEI 64-8 (2013) Electrical Systems with Rated Voltage Below 1000 V a.c. and 1500 V d.c.

CEI 16-2 (2011) Identification of Equipment

Terminals.

CEI EN 60706-2 (2006) Equipment Maintenance.

Section 16402/R 32

SECTION 16402/R

INTERIOR DISTRIBUTION SYSTEMS

IEC 60034 (2004) Rotating Electrical machines.

IEC/TR 60083 (2004) Plugs and socket-outlets for domestic and similar general use standardized in member countries of IEC.

IEC 60189 (1986) Low-frequency cables and wires with PVC insulation and PVC sheath.

IEC 60227 (1998) Polyvinyl chloride insulated cables of rated voltages up to and including 450/750 V - Part 1: General requirements.

IEC 60423 (1993) Conduits for electrical purposes -

Outside diameters of conduits for electrical installations and threads for conduits and fittings.

IEC 60445 (1999) Basic and safety principles for man-machine interface, marking and identification - Identification of equipment terminals and of terminations of certain designated conductors, including general rules for an alphanumeric system.

IEC 60669 (2000) Switches for household and similar fixed-electrical installations.

CEI 2-3 (2000) Rotating Electrical Machines.

CEI 11-17 (1997) Electric Power Generation, Transportation and Distribution Systems.

Cable Lines.

CEI 16-2 (2000) Identification of Equipment

Terminals.

CEI 17-5 (2004) Automatic Circuit Breakers for

Rated Voltages not Greater Than 1000 V a.c. and 1200 V d.c.

CEI 20-22/2 (1999) Fire Retardant Cables Test.

CEI 20-24 (1998) Splices and Terminals for Energy

Cables.

CEI 23-44 (1999) Ground fault breakers with integral overcurrent releases for domestic appliance and similar.

Section 16402/R 33

CEI 64-8 (2004) Electrical Systems With Rated

Voltages not Greater Than 1000 V a.c. and 1500 V d.c.

CEI EN 60423 (2008) Conduits for electrical purposes -

Outside diameters of conduits for electrical installations and threads for conduits and fittings.

CEI EN 60445 (2011) Basic and safety principles for man-machine interface, marking and identification.

CEI EN 60669-2-4 (2005) Non automatic control equipment for fixed-electrical installations domestic and similar types.

CEI 11-17 (2011) Electric Power Generation, Transportation and Distribution Systems.

Cable Lines.

CEI 16-2 (2007) Identification of Apparatus

Terminal.

CEI EN 60947-2 (2014) Low Voltage Equipment. Automatic

Circuit Breakers.

CEI EN 61439-2 (2012) Gear assemblies of switchgear and controlgear for low voltage (LV switchboards)

CEI 20-22/2 (2006) Fire Tests on electrical cables.

CEI EN 60332-1-1 (2006) Tests on electrical and optical cables under fire conditions.

CEI EN 50200 (2007) Fire test methods for unprotected small cables to be used in the emergency circuits.

CEI 20-37/0 (2002) Fire test methods for cables under fire conditions- Test on gas issued during the burning of the cable materials.

CEI 20-38 (2009) Rubber insulated fire proof

Halogen free cables, for rated voltage U0/U not greater than 0,6/1 kV

CEI EN 61009-1/A14/EC (2013) Ground fault breakers with integral overcurrent releases for domestic appliance and similar.

Section 16402/R 34

CEI 64-8 (2013) Electrical Systems With Rated Voltages not Greater Than 1000 V a.c. and 1500 V d.c.

Section 16510/R 35

SECTION 16510/R

INTERIOR LIGHTING

IEC 60598 (2003)Luminaires - Part 1: General requirements and tests.

CEI 64-8 (2004) Electrical Systems at Voltages not

Greater than 1000V a.c.

UNI 10380 (1994+A1-1999) Interior Lighting with

Artificial Light.

Add:

CEI EN 60598-1 (2009)Luminaires - Part 1: General requirements and tests.

CEI 64-8 (2013) Electrical Systems at Voltages not

Greater than 1000V a.c.

UNI EN 12464-1 (2011) Light and lighting - Lighting of work places - Part 1: Indoor work places.

Section 16710/R 36

SECTION 16710/R

STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM

CEI 20-22/2 (1999) Tests on electrical cables under fire conditions - Part 2: Fire propagation.

CEI 64-8/1-7 (2004) Electrical Systems with Rated

EIA/TIA-568-B.3 (2002) Optical Fiber Cabling Components Standard; Addendum 1 - Additional Transmission Performance Specifications for 50/125 um Optical Fiber Cables- Addendum No. 1 to TIA/EIA-568-B.3.

CEI EN 50173-1 (2011) Information technology – Generic cabling systems Part 1:general requirements.

CEI EN 50173-2 (2011) Information technology – Generic cabling systems Part 2:offices.

CEI 20-22/2 (2006) Tests on electrical cables under fire conditions - Part 2: Fire propagation.

CEI 64-8 (2013) Electrical Systems with Rated

ASHE 16-1036 37

SCHEDULE OF WORK ITEMS

1. EACH ITEM OF THE SCHEDULE IS INCLUSIVE OF FURNISHING

AND INSTALLATION OF MATERIALS AND EQUIPMENT,

SCAFFOLDING, TRANSPORTATION TO DUMP OR STORAGE OF

DEMOLISHED AND/OR REMOVED MATERIALS, IN ACCORDANCE

WITH CONTRACTING OFFICER'S INSTRUCTIONS AND ALL

FINISHING WORK REQUIRED TO MAKE EACH ITEM COMPLETE IN

A WORKMANLIKE MANNER.

2. ALL THE QUANTITIES THAT ARE INDICATED OR SUCCESSIVELY

ADDED, ARE ESTIMATES. THEREFORE THE GOVERNMENT SHALL

BE NOT HELD RESPONSIBLE FOR THE ACCURACY OF THE

ESTIMATED QUANTITIES. THE CONTRACT REQUIRES A

COMPLETED PROJECT ON A LUMP SUM BASIS.

IT IS THEREFORE THE RESPONSIBILITY OF THE CONTRACTOR

TO CALCULATE, FORESEE AND PERFORM ALL QUANTITIES AND

WORK NECESSARY EVEN IF NOT MENTIONED IN THE

SPECIFICATIONS BUT INCLUDED IN THE DRAWINGS OR

MANIFESTLY NECESSARY TO DELIVER A COMPLETE PROJECT

BASED ON ITS OVERALL SCOPE.

ASHE 16-1036 PART A NEW CONSTRUCTION WORKS 38

TABLE OF CONTENTS

A – NEW CONSTRUCTION WORKS 39

PART I – DEMOLITIONS, REMOVALS AND EXCAVATIONS 39

Ia - Architectural Work 39

PART II – ARCHITECTURAL, STRUCTURAL AND CIVIL WORK 40

IIa - Architectural Work 40

PART III – MECHANICAL WORK – NOT APPLICABLE 42

PART IV – ELECTRICAL WORK – NOT APPLICABLE 42

ASHE 16-1036 PART A - NEW CONSTRUCTION WORKS 39

(PROJECT ASHE 16-1036)

A – NEW CONSTRUCTION WORKS

PART I – DEMOLITIONS, REMOVALS AND EXCAVATIONS

Ia - Architectural Work

1. Demolition of gypsum board partitions as necessary for the new layout of renovated areas.

Item includes:

- Scaffoldings.

- Loading and transportation of resulting materials to authorized public dump area.

- All operations necessary for the workmanlike execution of the work.

5.50 Sq.m

2. Removal of 60x60 cm mineral fiber panel suspended ceiling.

Item includes:

- Loading and transportation of resulting materials to authorized public dump area.

- All operations necessary for the workmanlike execution of the

53.00 Sq.m

ASHE 16-1036 PART A - NEW CONSTRUCTION WORKS 40

PART II – ARCHITECTURAL, STRUCTURAL AND CIVIL WORK

IIa - Architectural Work

1. Construction of new gypsum board partitions, with 100 x 0.6 mm thick galvanized steel frame, mullions placed at 600 mm on center and upper and floor guides. The partition, 130mm total thickness, consist of 2 gypsum board plies, each 15 mm thick, with in between

9.5 cm thick rock wool sound insulating layer.

Item includes:

- Scaffolding.

- Cuts.

- Joint finish with sealing material and special tapes.

- Leveling and cleaning.

- All operations necessary for the workmanlike execution of the

14.60 Sq.m

2. Block-up of existing door opening with gypsum board partitions, with 100 x 0.6 mm thick galvanized steel frame and upper and floor guides. The partition, 130mm total thickness, consist of 2 gypsum board plies, each 15 mm thick, with in between 9.5 cm thick rock wool sound insulating layer.

Item includes:

- Scaffolding.

- Cuts.

- Joint finish with sealing material and special tapes.

- Leveling and cleaning.

- All operations necessary for the workmanlike execution of the

6.00 Sq.m

3. Furnishing and installation of soundproofed wood interior doors with scratch-proof plastic laminate finish, galvanized factory painted steel frame and sub-frame, same color as doors. Dimension 90x210cm, type D1.

Doors shall be complete with fixing hardware, sealing gaskets, accessories, lockset type "BEST ACCESS SYSTEMS F109” or approved equal, metal kick plate and automatic door closer.

Item includes:

- All operations necessary for the workmanlike execution of the

7 Ea.

4. Furnishing and installation of 600x600 mm, 15-17 mm thick mineral fiber panel, fireproof Class 1, suspended ceiling, complete with galvanized factory painted…