ASHE_18-1101_Tech_Specs_100__rev_E.pdf

Prepared and Submitted by:

Architecture, Engineering and Consulting Services

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

Via di Sacco Pastore n. 4 - Rome, Italy

Tel. +39.06.97848041 fax +39.06.97848175 E-mail: design@soinci.it

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

PROJECT ASHE 18-1101

SUSTAIN ELECTRICAL SUBSTATION, MULTI,

AREA F, AVIANO AIR BASE, ITALY

TECHNICAL SPECIFICATIONS

FINAL SUBMITTAL (100%)

Date: JANUARY 2018 Revision March 2018

A/E CONTRACT No.: FA5682-17-D-0002 D.O.: FA5682-18-F0108

Prepared and Submitted by:

Architecture, Engineering and Consulting Services

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

Via di Sacco Pastore n. 4 - Rome, Italy

Tel. +39.06.97848041 fax +39.06.97848175 E-mail: design@soinci.it

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

PROJECT ASHE 18-1101

SUSTAIN ELECTRICAL SUBSTATION, MULTI,

AREA F, AVIANO AIR BASE, ITALY

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: January 2019 Revision March 2018

Architectural and Civil

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

Electrical Systems:

Ing. M. Ferrigno Ordine degli Ingegneri della Provincia di Roma No.36957, sez. A

INDEX

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS 1-9

AF FORM 66 - SCHEDULE OF MATERIAL SUBMITTALS 10-12

REVISED MASTER SPECIFICATIONS 13-22

SCHEDULE OF WORK ITEMS 23-46

ANNEXES

- ANNEX 1 - PHOTO SURVEY 47-65

- ANNEX 2 - STATEMENT OF WORK

ASHE 18-1101 1

SECTION AC1

SCOPE OF PROJECT AND APPLICABLE CONDITIONS

AC1-01 SCOPE OF PROJECT: The Scope of this project is “SUSTAIN

ELECTRICAL SUBSTATION, MULTI - AREA F, AVIANO AIR BASE, ITALY.

General: Electrical substations #908, 918, 1396, 1448, 13381, 14001, 14301, 14303, 14304, 14305, 14306, 14307, 14308, 14309, 14310, 14311, 14312, 14315 are located in Area "F" of the Aviano Air Base. Four of these facilities

(908, 918, 1396 and 13381) have a flat concrete roof with waterproofing bituminous membrane while the others have a sloped roof with clay roof tiles. Plans and elevations of the buildings are shown on Project Drawings.

Scope of Work: The scope of work is the renovation of the above listed electrical substations. Renovation works of all facilities mainly include the repair of external wall plaster, the anti mold treatment and painting of all exterior walls surface, the anti rust treatment and painting of all exterior metal elements and the replacement of the existing external lighting fixtures. In addition, all the four flat roof facilities (908, 918, 1396 and 13381) will be involved in a new roof waterproofing system installation including new roof perimeter metal flashing, new service ladders or ladder hooks to access the roof for maintenance operations and a new safety life line system installed on the roofs for safe maintenance works.

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

Demolition and Removals:

- Removal of detached or damaged parts of exterior plaster

- Abrasion by pressure washer rotating nozzle of entire exterior walls surface to remove existing wall paint

- Scraping and sandpapering or sandblasting of existing exterior metal parts surfaces

- Removal of existing roof metal flashing

- Removal of roof waterproofing double layer bituminous membrane

- Removal of existing roof drains in Bldg 1396

- Removal of existing metal downspouts in some buildings

- Cut of existing metal downspouts in some buildings

- Milling of existing concrete pavement of sidewalks and ramps

- Removal of existing Virginia Creeper bush on building Bldg 14001

- Pruning of existing tree and gutters cleaning at Bldg 14305

- Pruning of existing green hedges at Bldg 14307

- Removal of existing outdoor lighting fixtures

- Removal of existing LPS system on Bldg 918

- Removal of existing electrical conduits and components

- Removal of existing exterior metal fence at Bldg 918

- Removal of existing wall louvers and insect screens at Bldg. 1396

- Trench excavation for new storm water ditch

New Works:

- Repair of exterior walls surface plaster

- Painting of exterior wall surfaces

- Painting of exterior metal surfaces

- Provision and installation of new roof waterproofing system

ASHE 18-1101 2

- Provision and installation of galvanized factory painted 8/10 mm thick steel sheet flashing

- Provision and installation of new 8/10mm thick galvanized steel factory painted downspout with cast iron boots

- Provision and installation of new cast iron boots at existing downspouts

- Provision and installation of new exterior galvanized steel protected ladders, service ladders and ladder hooks for roof access

- Provision and installation of new personnel safety life line system

- Provision and application of new concrete wearing course on sidewalks and ramps

- Provision and installation of new exterior galvanized steel wire mesh fence at Bldg 918

- Provision and installation in Bldg 1396 of new exterior insect screen with aluminum frame at windows and new aluminum wall louvers

- Provision and installation of outdoor wall mounted lighting fixtures

LED type

- Provision and installation of new metal electrical conduits and components

- Construction of new storm water ditch

AC1-02 TECHNICAL SPECIFICATION: The following Sections of the Master

Specifications for construction projects of the Air Base in Aviano (PN), Italy, dated November 2005 and applicable modifications, shall be applicable to the present project, together with the List of Work Items to be performed:

02762 JOINTS, REINFORCEMENT, AND MOORING EYES IN CONCRETE PAVEMENTS

07112 BITUMINOUS DAMPPROOFING

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 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.

ASHE 18-1101 3

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/R and Law 81/08. 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: Reference regulations for construction works to applied are the following: “OSHA 29 CFR 1926 Construction Regulations”; “US Corps of Engineers Manual EM385-1-1 Nov. 2014”; “AFMAN 91-203 Air Force

Occupational Safety, Fire, and Health Standards” and “Italian Legislative

Decree 81/08”. The contractor is responsible for ensuring overall compliance, in case of any difference, the more stringent applies.

At all times the Contractor will assure all personnel are wearing the correct safety equipment when performing their work, such as hard hats, steel toe boots, gloves, reflective gear and any other equipment deemed necessary to perform their work in the safest way. In this design service has been included by an appointed professional, R.A. Massimo Cantagallo, a site specific Safety Plan (PSC - Piano di Sicurezza e Coordinamento), in accordance with Legislative Decree 81/08), PSC is considered equivalent to the Accident prevention plan required by Manual USACE EM385-1-1.

Contractor shall consider in advance interference hazard through a preliminary assessment plan. The “DUVRI -Documento Unico per la Valutazione

Rischi da Interferenze” shall be coordinated with 31°FW/CCPP Base employees safety representative (Phone 0434 30 5709), in accordance with Legislative

Decree 81/08.

Contractor shall develop the site specific plan for operational safety (POS

- Piano Operativo di Sicurezza) in accordance with Legislative Decree

81/08, prior to starting planned work activities. Employees training certificates shall be attached to the POS.

Contractor's representatives shall receive a safety briefing during the pre-performance conference from Base 31FW/SEG Occupational Safety Office.

Electronic copy of POS will be provided to 31°FS/SEG (Phone 0434 30 8526).

In this contract the contractor to gain access inside the Substations will be escorted by the personnel of electric shop.

The 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

ASHE 18-1101 4

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 safety and 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/CEIE for approval and coordination through SEG and SGPB. The Contracting Officer will provide sample of the MSDS form to the Contractor.

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/CEIE 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/CEIE through the Director of Works.

f. Asbestos Containing Materials: There is no evidence of Asbestos containing materials in any facility of this project.

Contractor shall notify immediately the Contracting Officer if during demolition works asbestos containing materials will be encountered to coordinate its removal and disposal in the appropriate manner in compliance with all applicable Italian norms.

AC1-09 PRESERVATION OF EXISTING CONDITIONS: The Contractor shall preserve and protect all structures, equipment, and, where applicable, 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.

ASHE 18-1101 5

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

a. Building Location: electrical substations are located in area F and doesn’t require special access procedures, anyway Contractor shall strictly comply with the Contracting Officer’s instructions.

The government will not be held liable for unproductive time and other related costs due to delays in access/exit to/from restricted areas or unannounced and immediate suspension of work due to military operations and/or exercises or safety reasons. The government will only negotiate an equitable extension of the performance period based on documented delays and unannounced suspensions of work.

b. 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 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.

c. 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.

d. 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.

e. Housekeeping and Site Cleanup: At the end of each working day, the Contractor shall be responsible for cleaning the area inside and 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

ASHE 18-1101 6

appearance at all times. 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.

AC1-11 AIRFIELD SAFETY TRAINING: Not Applicable

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.

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: NOT APPLICABLE

AC1-17 LAWN MAINTENANCE: If applicable, 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: If applicable, 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

ASHE 18-1101 7

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.

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. Use of Base dumpsters is strictly prohibited for any type of waste.

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 25 T-1 PROJECT TITLE SHEET AND MAPS

2 of 25 T-2 LIST OF DRAWINGS & LEGEND

3 of 25 T-3 GENERAL SITE PLAN

ARCHITECTURAL

4 of 25 A-1 SUBSTATION # 908 - EXISTING CONDITION

5 of 25 A-2 SUBSTATION # 908 - NEW CONDITION

6 of 25 A-3 SUBSTATION # 918 - EXISTING CONDITION

7 of 25 A-4 SUBSTATION # 918 - NEW CONDITION

8 of 25 A-5 SUBSTATION # 1396 AND #13381 - EXISTING CONDITION

9 of 25 A-6 SUBSTATION # 1396 AND #13381 - NEW CONDITION

10 of 25 A-7 SUBSTATION # 1448 AND #14001 - EXISTING CONDITION

11 of 25 A-8 SUBSTATION # 1448 AND #14001 - NEW CONDITION

12 of 25 A-9 SUBSTATION # 14301 AND #14303 - EXISTING CONDITION

13 of 25 A-10 SUBSTATION # 14301 AND #14303 - NEW CONDITION

ASHE 18-1101 8

14 of 25 A-11 SUBSTATION # 14304 AND #14305 - EXISTING CONDITION

15 of 25 A-12 SUBSTATION # 14304 AND #14305 - NEW CONDITION

16 of 25 A-13 SUBSTATION # 14306 AND #14307 - EXISTING CONDITION

17 of 25 A-14 SUBSTATION # 14306 AND #14307 - NEW CONDITION

18 of 25 A-15 SUBSTATION # 14308 AND #14309 - EXISTING CONDITION

19 of 25 A-16 SUBSTATION # 14308 AND #14309 - NEW CONDITION

20 of 25 A-17 SUBSTATION # 14310 AND #14311 - EXISTING CONDITION

21 of 25 A-18 SUBSTATION # 14310 AND #14311 - NEW CONDITION

22 of 25 A-19 SUBSTATION # 14312 AND #14315 - EXISTING CONDITION

23 of 25 A-20 SUBSTATION # 14312 AND #14315 - NEW CONDITION

24 of 25 A-21 DETAILS

25 of 25 A-22 DETAILS AND SCHEDULE

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

02220/R SITE DEMOLITION

07600/R FLASHING AND SHEET METAL

09212/R EXTERIOR STUCCO

09900/R PAINTS AND COATINGS

16050/R BASIC ELECTRICAL MATERIALS AND METHODS

16530/R EXTERIOR LIGHTING

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. a. Once issued NTP, Contractor is required to schedule a meeting to fill Form DD1354 with appropriate project data for real property capitalization, quantity and cost. The facility numbers and applicable Air Force Category codes will be filled by PM with

CEIAP assistance. Contractor is required to provide the information to fill Form DD1354 to the PM no later than the pre-final inspection date."

b. If applicable, all installed new electrical equipment shall conform to D.Lgs. 17/2010 and provided with "C.E." mark and three copies of relevant certificates shall be provided 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.

Electrical and mechanical installations and equipment tests shall comply with D.M. 37/08 and CEI 64/8 norm.

ASHE 18-1101 9

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

Government with three copies of the following documents:

1. Certificate of Compliance with Law No. 37/08, for the installation of the electrical system (LPS) in a workmanlike manner, signed by the Contractor.

2. Final Acceptance Test Certifications for electrical system

(LPS) signed by a Registered Engineer to be selected from three candidates proposed by the Contractor to the

Contracting Officer.

3. Certificate of Compliance with Law No. 81/2008 and L.R.

24/2015 for the installation of the life line, it includes final testing certificate.

SCHEDULE OF MATERIAL SUBMITTALS

LEGEND

E Electronic Copy

(number) Number of Paper Copies, stamped and signed if required

E + # Electronic Copy + number of paper copy, stamped and signed when required

AFForm 66, OCT 89

PROJECT NUMBER

ASHE 18-1101

PROJECT TITLE

SUSTAIN ELECTRICAL SUBSTATIONS, AREA F, AVIANO AB

SOLICITATION CONTRACT NUMBER

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

NUMBER OF COPIES REQUIRED

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NOTIFIED REMARKS

APPROVED DIS-

APPROVED

PART II

A. ARCHITECTURAL WORK

Material Safety Data Sheets (MSDS)

1 Waterproofing Bituminous Membrane Part II Item 1

E E E E E E 20

2 Galvanized Steel Factory Painted Flashing Part II Item 2

E E

3 Cement Based Plaster Part II Item 3

E E E E E E 20

4 Disinfectant and Antifungal Primer Part II Item 4

E E 30

5 Acryl Silossanic Paint for Exterior Walls Part II Item 4

E E 30

Rust Converter for Metal Part IIa Item 5

1+E E E E 30

7 Alkyd Synthetic Enamel for Metal Paint Part IIa Item 5

E E E E 30

8 Galvanized Steel Factory Painted Downspouts and Elbows Part II Item 6

1+E E E 30

9 Galvanized Steel Protected Ladder for Roof Access Part II Item 7

E E 30

10 Galvanized Steel Service Ladder for Roof to Roof Access Part II Item 8

E E 30

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11 Galvanized Steel Ladder Hook for Roof Access Part II Item 9

E E E E E 30

12 Roof Safety Life Line Part II Item 10

E E E E 20

13 Concrete with Spheroidal Quartz Part II Item 11

E E E E 30

14 New Door Gaskets Part II Item 12

E E E E E E E 30

15 Galvanized Steel Wire Mesh for Fence Part II Item 13

E 1+E E E E 30

16 Insect Screen with Aluminum Frame Part II Item 14

E 1+E E E 30

17 Aluminum Louver Part II Item 15

E 1+E E E E 30

PART IV – ELECTRICAL WORK

18 Exterior Lighting fixtures Part IV Items 1a and 1b

E E E E E 30

19 Metallic boxes, cable tray and switch Part IV Item 3

E E E E E 30

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JOB SITE MOBILIZATION

20 Job Site Mobilization / Demobilization and Traffic Plan

E 15

ASHE 18-1101 13

REVISED MASTER SPECIFICATIONS

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 02220/R SITE DEMOLITION

SECTION 07600/R FLASHING AND SHEET METAL

SECTION 09212/R EXTERIOR STUCCO

SECTION 09900/R PAINTS AND COATINGS

SECTION 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16530/R EXTERIOR LIGHTING

Section 01100/R 14

SECTION 01100/R

GENERAL CONDITIONS

PART 1 – APPLICABLE NORMS

Paragraph 1.1:

Delete:

a. UNI Norms – Demolition works; masonry works, pavement works, concrete reinforcement bars, structural steels, pipes, painting, plumbing, heating system and electrical system.

Add:

a. UNI Norms – Demolition works; masonry works, pavement works, painting and electrical system.

c. Legislative Decree No. 494 dated 14 August 1996 .

d. Legislative Decree No. 528 dated 19 November 1999.

c. Legislative Decree No. 81 dated 9 April 2008.

Paragraph 1.2.2

Replace “Law No. 46 dated 5 March 1990” with “ Ministerial Decree 37/2007

Paragraph 1.2.3

a. Certificate of compliance for electrical systems in accordance with

CEI regulations and with D.P.R. No.547 dated 27 April 1955 on accident prevention.

a. Certificate of approval of the grounding and lightning protection systems, in accordance to CEI Norms and D.P.R. No. 462/01.

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

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

-- End of Section --

Section 01101/R 15

SECTION 01101/R

PROJECT SIGN

PART 1 - PROJECT SIGN

1.1 Scope

Provide 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 16

-- End of Section –-

Section 02220/R 17

SECTION 02220/R

SITE DEMOLITION

Add the following paragraph:

1.1.5 Electrical and Electronic Equipment Waste Disposal (RAEE)

Disposal of the Electrical and Electronic Equipment Waste (RAEE) shall be in compliance with Legislative Decree No. 151 dated 25 July 2005:

Accomplishment of the European Directive Relevant to the Electrical and

Electronic Equipment Waste.

3.1 EXISTING ITEMS TO BE REMOVED

Delete the following sentence: “The existing temporary metal building shall be dismantled and will remain Contractor’s property.”

Add the following sentence: “ The existing equipment to be saved will be indicated by the Contracting Officer’s Technical Representative:”

-- End of Section –-

Section 07600/R 18

SECTION 07600/R

FLASHING AND SHEET METAL

Paragraph 1.1 Applicable publications:

UNI 9001-2 (1987) Wrought Primary Aluminum and

Aluminum Alloys. Aluminum Group. Al 99,5

(1050 A).

UNI 5649-1-2 (1988) Copper. Wrought Coppers. Qualities, Requirements and Tests.

UNI EN 10142 (2002) Continuously Hot-Dip Zinc Coated

Low Carbon Steels Strip and Sheet for Cold

Forming. Technical Delivery Conditions.

UNI EN 10130 (2000) Cold Rolled Low Carbon Steel Flat

Products for Cold Forming. Technical

Delivery Conditions.

UNI EN 10152 (1994) Electrolytically Zinc Coated Cold

Rolled Steel Flat Products. Technical

UNI EN 10327 (2004) Continuously Hot-Dip Coated Strip and Sheet of Low Carbon Steel for Cold

Forming. Technical Delivery Conditions.

UNI EN 10130 (2007) Cold Rolled Low Carbon Steel Flat

Products for Cold Forming. Technical

UNI EN 10152 (2004) Electrolytically Zinc Coated Cold

Rolled Steel Flat Products. Technical

Paragraph 2.2.1 Steel Sheet, Zinc Coated (Galvanized):

Replace:

“UNI EN 10142” with “UNI EN 10327”.

Section 09212/R 19

SECTION 09212/R

EXTERIOR STUCCO

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.

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 09900/R 20

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.

Section 16050/R 21

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 16530 22

SECTION 16530/R

EXTERIOR LIGHTING

UNI 10439 (2001) Illumination Technology. Lighting

Requirements of Roads for Motorized

Traffic.

UNI 11248 (2012) Road lighting - Selection of lighting classes.

ASHE 18-1101 23

SCHEDULE OF WORK ITEMS

1. EACH ITEM OF THE SCHEDULE IS INCLUSIVE OF PROVISION 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 18-1101 24

TABLE OF CONTENTS

PART I – DEMOLITIONS, REMOVALS AND EXCAVATIONS 25

Ia - Architectural Work 25

Ie - Electrical Work 33

PART II – ARCHITECTURAL WORK 35

PART III – ELECTRICAL WORK 44

ASHE 18-1101 25

SCHEDULE OF WORK ITEMS

It shall be the responsibility of the contractor to verify the location and/or existence of all utilities that may exist in the area and coordinate works so as to minimize possible hazards interference with existing utilities, damage to government property and unwanted outages.

PART I – DEMOLITIONS, REMOVALS AND EXCAVATIONS

Ia - Architectural Work

1. Removal of detached or damaged parts of existing exterior plaster

(estimated 15% of the walls total surface).

Item includes:

- Scaffoldings.

- Beating of all the finish surface to determine the plaster to be replaced. Plaster removal shall be extended up to the perfectly sound plaster.

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

- The payment of dump fee;

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

Bldg 908 - 59.00 Sq.m

Bldg 918 - 62.00 Sq.m Bldg 1396 - 22.00 Sq.m Bldg 1448 - 17.00 Sq.m Bldg 13381 - 8.00 Sq.m Bldg 14001 - 16.00 Sq.m Bldg 14301 - 10.00 Sq.m Bldg 14303 - 15.00 Sq.m Bldg 14304 - 15.00 Sq.m Bldg 14305 - 15.00 Sq.m Bldg 14306 - 15.00 Sq.m Bldg 14307 - 15.00 Sq.m Bldg 14308 - 15.00 Sq.m Bldg 14309 - 15.00 Sq.m Bldg 14310 - 15.00 Sq.m Bldg 14311 – 16.00 Sq.m Bldg 14312 – 15.00 Sq.m Bldg 14315 – 9.00 Sq.m

2. Removal of existing “graffiato” quartz plastic coating of the entire exterior walls surface with the application of an appropriate specific paint remover and subsequent material detachment with steel spatula.

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

ASHE 18-1101 26

- The payment of dump fee;

Bldg 908 - 391.60 Sq.m

Bldg 918 - 413.50 Sq.m

3. Complete removal of existing plaster layer of the entire exterior wall surface where indicated on the drawings.

- Removal of the plaster layer with hammer drill.

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

- The payment of dump fee;

Bldg 1448 – 60.00 Sq.m

Bldg 14301 – 52.00 Sq.m

Bldg 14315 – 38.60 Sq.m

4. Removal of existing wall plaster surface layer of the entire exterior wall surface where indicated on the drawings.

- Removal of the plaster surface with sand blaster.

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

- The payment of dump fee;

Bldg 1396 - 28.30 Sq.m

5. Removal of existing wall paint on entire exterior walls surface by high pressure washer rotating nozzle to prepare it for anti mold treatment and new paint.

Bldg 1396 - 144.40 Sq.m Bldg 1448 - 116.50 Sq.m Bldg 13381 - 54.70 Sq.m Bldg 14001 - 108.70 Sq.m Bldg 14301 - 64.00 Sq.m Bldg 14303 - 98.00 Sq.m Bldg 14304 - 98.00 Sq.m Bldg 14305 - 98.00 Sq.m Bldg 14306 - 98.00 Sq.m

ASHE 18-1101 27

Bldg 14307 - 98.00 Sq.m Bldg 14308 - 98.00 Sq.m Bldg 14309 - 98.00 Sq.m Bldg 14310 - 98.00 Sq.m Bldg 14311 – 106.30 Sq.m Bldg 14312 – 98.00 Sq.m Bldg 14315 – 59.40 Sq.m

6. Scraping and sandpapering or sandblasting of metal parts surfaces

(doors, grates, dampers, blast screens) to remove detached paint and rust and prepare the surface for anti rust treatment and new paint.

- Removal of doors, grates, dampers and blast screens as needed

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

- The payment of dump fee;

Bldg 908 - 112.80 Sq.m

Bldg 918 - 48.50 Sq.m

Bldg 1396 - 38.60 Sq.m Bldg 1448 - 75.40 Sq.m Bldg 14001 - 33.50 Sq.m Bldg 14301 - 33.60 Sq.m Bldg 14303 - 18.10 Sq.m Bldg 14304 - 18.10 Sq.m Bldg 14305 - 18.10 Sq.m Bldg 14306 - 18.10 Sq.m Bldg 14307 - 18.10 Sq.m Bldg 14308 - 18.10 Sq.m Bldg 14309 - 18.10 Sq.m Bldg 14310 - 18.10 Sq.m Bldg 14311 – 18.10 Sq.m Bldg 14312 – 18.10 Sq.m Bldg 14315 – 18.10 Sq.m

7. Removal of existing roof metal flashing.

authorized public dump area.

- The payment of dump fee;

Bldg 908 - 110.70 Lm

Bldg 918 - 112.50 Lm

Bldg 1396 - 48.00 Lm

ASHE 18-1101 28

8. Removal of roof waterproofing double layer bituminous membrane installed over existing concrete flat roof. Contractor shall temporary remove all the elements which could interfere with works.

- Scaffoldings authorized public dump area.

- The payment of dump fee;

Bldg 908 - 320.00 Sq.m

Bldg 918 - 216.70 Sq.m

Bldg 1396 - 132.00 Sq.m Bldg 13381 – 32.50 Sq.m

9. Removal of existing roof drain at Bldg 1396.

authorized public dump area.

- The payment of dump fee;

4.00 Ea.

10. Removal of existing metal downspouts including anchoring devices.

authorized public dump area.

- The payment of dump fee;

Bldg 908 - 29.00 Lm

Bldg 918 - 29.00 Lm

Bldg 1396 - 14.00 Lm Bldg 14306 - 13.40 Lm

Bldg 14308 - 13.40 Lm

Bldg 14309 - 13.40 Lm

Bldg 14310 - 13.40 Lm

Bldg 14312 - 13.40 Lm

11. Cut of existing metal downspouts for the insertion of new cast iron boot.

- Cut with electric grinder

ASHE 18-1101 29

Bldg 1448 - 4.00 Ea.

Bldg 14001 - 4.00 Ea.

Bldg 14301 - 4.00 Ea.

Bldg 14303 - 4.00 Ea.

Bldg 14304 - 4.00 Ea.

Bldg 14305 - 4.00 Ea.

Bldg 14307 - 4.00 Ea.

Bldg 14311 - 4.00 Ea.

Bldg 14315 – 4.00 Ea.

12. Existing ramp and sidewalk concrete pavement surface milling 1.00cm thick minimum.

- Milling of the surface by means of a concrete milling machine

- Accurate cleaning of the entire milled pavement surface with industrial vacuum cleaner

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

- The payment of dump fee;

Bldg 918 - 8.00 Sq.m

Bldg 1396 - 43.90 Sq.m Bldg 14001 - 62.00 Sq.m Bldg 14301 - 8.00 Sq.m Bldg 14303 - 20.40 Sq.m Bldg 14304 - 20.40 Sq.m Bldg 14305 - 20.40 Sq.m Bldg 14306 - 20.40 Sq.m Bldg 14307 - 20.40 Sq.m Bldg 14308 - 20.40 Sq.m Bldg 14309 - 20.40 Sq.m Bldg 14310 - 20.40 Sq.m Bldg 14311 – 20.40 Sq.m Bldg 14312 – 20.40 Sq.m Bldg 14315 – 20.40 Sq.m

13. Removal of existing red gres floor tiles pavement.

- The payment of dump fee;

Bldg 908 – 43.00 Sq.m

Bldg 918 - 12.00 Sq.m

ASHE 18-1101 30

14. Total demolition of existing external concrete steps of Bldg. 918.

- Steps demolition.

authorized public dump area.

- The payment of dump fee;

1.00 Cu.m

15. Cleaning and degreasing of existing external concrete stair steps at

Bldg. 918.

- Steps cleaning and degreasing by means of an appropriate cleaner and degreaser.

Lump Sum

16. Removal of existing electrowelded steel wire mesh and perimeter steel frame around Bldg. 13381.

- The payment of dump fee;

17. Removal of existing metal frame from wall of Bldg. 908 where indicated on the drawings.

- The payment of dump fee;

18. Removal of existing metal louvers at Bldg. 1396 where indicated on the drawings.

ASHE 18-1101 31

2 Ea.

19. Removal of existing insect screens at Bldg. 1396 where indicated on the drawings.

- The payment of dump fee;

5 Ea.

20. Cleaning of exterior PVC door surface to prepare it for new paint at

Bldg 13381 where indicated on the drawings.

- Cleaning by high pressure washer

3 Ea.

21. Cut of existing pipe at 10cm from wall at Bldg 1396 where indicated on the drawings.

- The payment of dump fee;

22. Removal of existing external metal wire mesh fence at Bldg 918 where indicated on the drawings.

- Loading and transportation to authorized public dump area.

21.00 Sq.m

23. Trench Excavation for storm water drainage ditch 1.00m deep.

ASHE 18-1101 32

Bldg 13381 – 17.00 Cu.m

Bldg 14312 – 35.00 Cu.m

24. Removal of existing Virginia Creeper bush on building Bldg 14001 façade where indicated on the drawings.

25. Pruning of existing tree near Bldg 14305.

- Cleaning all the gutters from leaves and dirt

- The payment of dump fee;

26. Pruning of existing green hedges around Bldg 14307.

ASHE 18-1101 33

Ie - Electrical Work

27. Removal of existing LPS system on Bldg 918. Before the removal operations. Electric Shop personnel shall test the system. measure and notify the resulting ground resistance values.

- Storage of the LPS system components for reinstallation;

Lump sum

28. Disconnection and removal of existing outdoor lighting fixtures not including existing electrical wiring system. Existing lighting fixtures of Bldg 14001 shall be stored and reinstalled in their original position after wall paint works.

- Loading and transportation to authorized public dump area of all materials not to be reused.

- The payment of dump fee;

Bldg 908 – 5.00 ea.

Bldg 918 – 3.00 ea.

Bldg 1396 – 3.00 ea.

Bldg 13381 – 2.00 ea.

Bldg 14001 – 3.00 ea.

Bldg 14301 – 4.00 ea.

Bldg 14303 – 2.00 ea.

Bldg 14304 – 2.00 ea.

Bldg 14305 – 2.00 ea.

Bldg 14306 – 2.00 ea.

Bldg 14307 – 2.00 ea.

Bldg 14308 – 2.00 ea.

Bldg 14309 – 2.00 ea.

Bldg 14310 – 2.00 ea.

Bldg 14311 – 2.00 ea.

Bldg 14312 – 2.00 ea.

Bldg 14315 – 2.00 ea.

29. Removal of external electrical cable tray and devices (switches. and junction boxes) including existing wiring system.

- Loading and transportation to authorized public dump

ASHE 18-1101 34

Bldg 1396 – Lump Sum

Bldg 13381 – Lump Sum

30. Removal and storage of existing external PVC electrical box at Bldg

918 to be reinstalled after wall paint works.

ASHE 18-1101 35

PART II – ARCHITECTURAL WORK

1. Provision and application of cement based thin plaster with fiberglass mesh on exterior walls where indicated on the drawings.

- Scaffolding.

2. Provision and application of cement based plaster, minimum thickness

2 cm, to restore exterior walls surface (estimated 15 percent of the total).

Bldg 908 - 59.00 Sq.m

Bldg 918 - 62.00 Sq.m Bldg 1396 - 22.00 Sq.m Bldg 1448 - 17.00 Sq.m Bldg 13381 - 8.00 Sq.m Bldg 14001 - 16.00 Sq.m Bldg 14301 - 10.00 Sq.m Bldg 14303 - 15.00 Sq.m Bldg 14304 - 15.00 Sq.m Bldg 14305 - 15.00 Sq.m Bldg 14306 - 15.00 Sq.m Bldg 14307 - 15.00 Sq.m Bldg 14308 - 15.00 Sq.m Bldg 14309 - 15.00 Sq.m Bldg 14310 - 15.00 Sq.m Bldg 14311 – 16.00 Sq.m Bldg 14312 – 15.00 Sq.m Bldg 14315 – 9.00 Sq.m

3. Provision and application of cement based plaster on exterior walls where indicated on the drawings.

Bldg 1448 - 60.00 Sq.m

Bldg 1396 - 28.30 Sq.m

Bldg 14301 - 52.00 Sq.m Bldg 14315 - 38.60 Sq.m

ASHE 18-1101 36

4. Painting of exterior wall surfaces with one coat of disinfectant and antifungal primer and two coats of water based acryl-siloxane paint.

Color to be selected by the Contracting Officer’s Technical

Representative in compliance with last edition of the Aviano Air

Base Design Guide.

- Removal of all the labels and warning signs wall mounted where exist and reinstallation in the same positions after paint works

- Surface preparation.

Bldg 1396 - 172.70 Sq.m Bldg 1448 - 176.50 Sq.m Bldg 13381 - 57.40 Sq.m Bldg 14001 - 108.70 Sq.m Bldg 14301 - 116.00 Sq.m Bldg 14303 - 98.00 Sq.m Bldg 14304 - 98.00 Sq.m Bldg 14305 - 98.00 Sq.m Bldg 14306 - 98.00 Sq.m Bldg 14307 - 98.00 Sq.m Bldg 14308 - 98.00 Sq.m Bldg 14309 - 98.00 Sq.m Bldg 14310 - 98.00 Sq.m Bldg 14311 – 106.30 Sq.m Bldg 14312 – 98.00 Sq.m Bldg 14315 – 98.00 Sq.m

5. Painting of exterior metal surfaces with the application of one coat of rust converter and two coats of alkyd synthetic enamel. Color to match walls color or to be selected by the Contracting Officer’s

Technical Representative in compliance with last edition of the

Aviano Air Base Design Guide.

- Surface preparation.

- Reinstallation after paint works of doors. grates. dampers and blast screens previously removed

Bldg 908 - 112.80 Sq.m

Bldg 918 - 48.50 Sq.m

Bldg 1396 - 38.60 Sq.m Bldg 1448 - 75.40 Sq.m Bldg 14001 - 33.50 Sq.m Bldg 14301 - 33.60 Sq.m Bldg 14303 - 18.10 Sq.m

ASHE 18-1101 37

Bldg 14304 - 18.10 Sq.m Bldg 14305 - 18.10 Sq.m Bldg 14306 - 18.10 Sq.m Bldg 14307 - 18.10 Sq.m Bldg 14308 - 18.10 Sq.m Bldg 14309 - 18.10 Sq.m Bldg 14310 - 18.10 Sq.m Bldg 14311 – 18.10 Sq.m Bldg 14312 – 18.10 Sq.m Bldg 14315 – 18.10 Sq.m

6. Provision and installation of new raised edge and new light concrete setting bed for slope on roof of Bldg 13381, including new metal gutter.

- Provision and construction of a perimeter raised edge on three sides of the roof made with 12X20X50cm concrete masonry units

- Provision and installation of a new galvanized factory painted

8/10 mm thick steel sheet gutter on the back side of the roof;

7. Provision and installation of new polymeric bituminous membrane roof drains on roof of Bldg 1396.

4 Ea.

8. Provision and installation of new roof waterproofing system.

- New 4+4mm thick double waterproofing membrane with high reflectance white upper waterproof membrane layer (SRI>78) finished with slate chips

Bldg 908 - 320.00 Sq.m

Bldg 918 - 216.70 Sq.m

Bldg 1396 - 132.00 Sq.m Bldg 13381 – 32.50 Sq.m

ASHE 18-1101 38

9. Provision and installation of galvanized factory painted 8/10 mm thick steel sheet flashing.

Bldg 908 - 110.70 Lm Bldg 918 - 112.50 Lm Bldg 1396 - 48.00 Lm Bldg 13381 – 24.00 Lm

10. Provision and installation of 8/10 mm thick galvanized steel factory painted downspouts. Including special items and supporting devices.

- Downspouts connection to existing piping, roof drains or gutters.

Bldg 908 - 29.00 Lm

Bldg 918 - 29.00 Lm

Bldg 1396 - 14.00 Lm Bldg 13381 - 7.00 Lm Bldg 14306 - 13.40 Lm

Bldg 14308 - 13.40 Lm

Bldg 14309 - 13.40 Lm

Bldg 14310 - 13.40 Lm

Bldg 14312 - 13.40 Lm

11. Provision and installation of…