ASHE_16-1032_Technical_Specifications.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 16-1032

EIC-RENOVATE FAC. 1174

FOR 606th ACS BED DOWN, AREA F

AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

FINAL SUBMITTAL (100%) REV. 1

Date: June 2016

A/E CONTRACT No.: FA5682-13-D-0004 D.O.: 0013

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 16-1032

EIC-RENOVATE FAC. 1174

FOR 606th 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: June 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 16-1032

INDEX

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS 1-14

AF FORM 66 - SCHEDULE OF MATERIAL SUBMITTALS 14-26

REVISED MASTER SPECIFICATIONS 27-93

SCHEDULE OF WORK ITEMS

A. NEW CONSTRUCTION WORK 94-114

B. REPAIR WORK 115-134

S. SUSTAIN WORKS 135-151

M. MAINTENANCE WORKS 152-154

D. DEMOLITION WORKS 155-159

PAGE INTENTIONALLY LEFT BLANK

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SECTION AC1

SCOPE OF PROJECT AND APPLICABLE CONDITIONS

AC1-01 SCOPE OF PROJECT: The scope of this project is “RENOVATE FAC.

1174 FOR 606TH ACS BED DOWN”. Building No. 1174 is located in Area

"F", Aviano Air Base.

The architectural ensemble includes a main prefabricated concrete warehouse with annexes (offices) and shops' spaces with two different slopes and heights. The facility will be used as warehouse, offices and shops by the 606th ACS.

The facility and the annexes have a rectangular shape, major dimensions are approximately 85.00 meters x 32.00 meters, the total covered building surface area is 2,450 square meters.

The warehouse has a precast concrete structure with a 10% sloped roof, the internal height is 6.50m, inside the bay is installed a 3,200 kg overhead bridge crane and a fenced area for tools storage.

Annexes office spaces) have a reinforced concrete structure whit reinforced concrete and hollow clay slabs construction, the internal height at suspended ceiling is 2.70m.

Rain water is collected in gutters and discharged to ground by wall mounted downspouts to an underground storm water drainage system.

Plans, sections and elevations of the building are shown on Project

Drawings.

The existing external compound has a gross surface area of about 17,000 square meters paved with bituminous and concrete pavements and includes the old AGE engine test pit with a dedicated electrical substation, a Wash Rack and a Steel overhang with concrete basement.

The project includes architectural, mechanical, and electrical works.

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

a. Civil Works

- Demolition and removal of concrete AGE engine test pit, including concrete basement;

- Demolition and removal of unutilized AGE dedicated electrical substation, including removal of electrical equipment;

- Demolition of bituminous concrete pavement consisting of base course, binder course, wearing course and foundation, 50 centimeters average thickness to provide new reinforced concrete pavement;

- Excavation in any kind of soil and compactness to provide for the new bituminous concrete parking lot and compound access;

- Trench excavation on earth and bituminous concrete pavement for the installation of new metal fence.

- Trench excavation for the installation of new storm drainage pipelines.

- Excavation in any kind of soil and compactness to provide new

Drainage Field housing.

- Construction of new bituminous concrete pavement for the new parking lot and compound access. The pavement shall be composed by 30cm thick granular subbase, 10cm thick bituminous concrete base course, 6cm thick bituminous concrete binder course and 3cm thick bituminous concrete wearing course;

- Construction of new reinforced concrete pavement. The pavement shall be composed by 30cm thick granular subbase, 10cm thick cement stabilized granular subbase and 20cm thick C28/35 concrete pavement reinforced with 12mm 20x20cm welded wire mesh, including joints and

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sealants.

- Removal of three diesel tanks, 7500 gal. each, including demolition and removal of concrete basement;

- Furnishing and installation of metal fencing including reinforced concrete bond beams and two 6,00m wide automatic sliding gates;

- Renovation of existing metal shed by means the construction of a new concrete pavement and the installation of new metal panel enclosure;

- Furnishing and installation of new storm drain system, including furnishing and installation of prefabricated reinforced concrete pit, with D400 class cast-iron cover or grate, furnishing and installation of pipelines, of prefabricated oil water separator and subsurface infiltration system;

- Furnishing and installation of new wastewater line for eyewash discharge to be connected to the existing wastewater line.

- Repair of surfaces damaged during works;

b. Architectural Work

- Demolition and removal of ceramic and red quarry tile flooring and baseboard including removal of the setting bed, 5 centimeters minimum thickness.

- Demolition of industrial concrete pavement, 5 centimeters minimum thickness.

- Demolition of masonry partitions as necessary for the new layout of renovated areas.

- Removal of interior wood doors of female bathroom including frame and all accessories, including patch-up wall opening areas for new door installation.

- Removal of personnel 170x270 metal door including frame and all accessories, including patch-up wall opening areas for new door installation.

- Partial demolition of cracked or damaged plaster on perimeter walls, estimated 10 percent of the total surface.

- Partial demolition and excavation on existing reinforce pavement for the installation of 750x100x140 maintenance pit;

- Removal of 60x60 cm mineral fiber panel suspended ceiling;

- Removal of continuous floor grate, including industrial pavement repair;

- Renovations of external windows by means the replacement of gaskets and closing devices.

- Renovations of overhang and roll-up doors by means the replacement of door panels and lockset and testing of the lifting device;

- Replacement of overhang door, south site. The existing side and soffit rails shall be left in place;

- Renovation of existing fire escape external doors by means the replacement of lockset and panic hardware.

- Renovation of existing fire rated doors by means the replacement of gaskets and closing devices.

- Renovation of existing metal doors in technical area;

- Construction of hollow brick wall and concrete mortar for new bathroom layout;

- Furnishing and installation of 30x30 cm ceramic tile floor finish.

Tiles shall be non-slip type.

- Furnishing and installation of 20x20 cm ceramic tile floor finish in toilet area. Tiles shall be non-slip type;

- Furnishing and installation of wall lining in toilet area with 20x20 cm ceramic tiles, using jolly tiles on corners. Height of wall finish shall be 220 cm;

- Furnishing and installation of 600x600 mm, 15-17 mm thick mineral

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fiber panel, fireproof Class 1, suspended ceiling, complete with galvanized factory painted steel supporting frame.

- Restoration of solid gypsum thermal-acoustical insulation panels, on perimeter walls, internal side face, disturbed during the execution of work. Estimated 10 percent of total surface.

- Application of three coats of plaster finish, 1.5 cm minimum thickness to restore interior walls.

- Application of three coats of plaster finish, 2.0 cm minimum thickness to restore exterior walls.

- Painting of interior wall surfaces with one coat of primer and two coats of latex paint including scraping of existing paint and sandpapering.

- Painting of exterior wall surfaces with one coat of primer and two coats of latex paint, including scraping of existing paint, and sandpapering.

- Furnishing and installation of 80x210 aluminum interior doors with scratch-proof plastic laminate finish, galvanized factory painted steel frame and sub-frame, same color as doors. Doors shall be complete with fixing hardware, sealing gaskets, accessories, lockset.

- Furnishing and installation of 170x270 exterior steel door, with two hot galvanized painted 2 mm sheets, 45 mm total thickness, with internal stiffening and mineral wool insulation. Hot galvanized 2.5 mm thick steel frame. Door shall be complete with fixing hardware, sealing gaskets, accessories, lockset, and automatic door-closer.

- Furnishing and installation of 750x100x140 cast-in-place concrete pit for vehicle maintenance, including metal cover to avoid accidental falls and pavement repair;

- Construction of new oil storage and distribution room including new door opening on warehouse precast panels

c. Mechanical Work

- Removal of existing AHU-1 and accessories as indicated in drwg M-1;

- Removal of existing supply and return air ducts in the annex area, including air diffusers, grilles and fixtures;

- Removal of the existing ductable air treatment unit, related filtered hood and accessories from the existing rooms #019 and #019a, including chilled water pipework coming from chiller unit;

- Removal of existing fire booster sets, sprinkler control valve and accessories from room #003;

- Demolition and removal of plumbing system inside the toilets to be restored as indicated in the drawings, including the removal of No.2 electric boilers.

- Furnishing and installation of a new HVAC system for offices in the annex area. The new system is a make-up air and fancoil unit system complete of:

a new Make-up Air Handling Unit (MAHU), supply and return ductworks, supply diffusers (CD), return grilles (RG) and mechanical balancing devices (MR). The MAHU is composed by a heat recovery section, fan sections inverter driven, filtration according to UNI 13779, pre heating coil, cooling coil, post heating coil, adiabatic humidifiers and controls. The new MAHU is fed from existing chilled and hot water circuits providing required adjustement;

No.12 new cassette type fancoils (2 pipe) FCC complete of controls and condensate pump. The new fancoils are fed by a new seasonal switched circuit equipped with a variable speed circulation pump (twins) and derived by existing chilled and hot water distribution systems.

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No.3 new wall type fancoils (2 pipe) FCC complete of controls.

The new fancoils are fed by a new seasonal switched circuit equipped with a variable speed circulation pump (twins) and derived by existing chilled and hot water distribution systems.

- Provide accurate maintenance of No.8 unit heaters, replacing damaged parts, and upgrade related controls in the maintenance area;

- Provide accurate maintenance of No.4 existing exhaust fans and replacing of damaged parts or entire fan in the maintenance area, if needed

- Provide accurate maintenance of existing radiators and upgrade system based on new toilet layout.

- Upgrading of existing exhaust fan from toilets;

- Provide accurate maintenance of existing equipment in boiler room:

boiler, pumps, control system, water treatment system and fittings including replacement of damaged parts an all functional check as required for a correct system service;

- Provide accurate maintenance of existing chiller including replacement of damaged parts an all functional check as required for a correct system service;

Plumbing system

- Installation of a new heat pump water heater (split system type) for domestic hot water production;

- Install No.4 new emergency shower and eye-washer and related cold water pipework;

Compressed air system

- Provide accurate maintenance of the existing air compressed system including the replacement of out of order elements;

- Installation of no.8 ne air compressed hose reels;

- New branch on the air compressed pipework to feed the new oil storage and distribution system.

Fire Fighting system

- Furnishing and installation of a new preassembled fire room to be installed outdoor in the position indicated in the drawings. The new fire station is complete of:

a new booster set composed by an electric pump, a diesel pump, a jokey pump, electric panels.

accessories according to UNI EN 12845.

compliance and accessories with UNI 11292.

new sprinkler control station (wet pipe).

suction and supply pipelines.

backflow preventer device.

- Furnishing and installation of a new underground pipeline to feed the new fire room. The new line is connected to the existing fire water line near the actual fire room as indicated in the drawings.

- Furnishing and installation of a new fire department connection and related pipeline to the new fire room.

- Upgrade the fire hydrant UNI25 system

- Solve interference of sprinkler with building structures

New oil storage and distribution system

- New oil storage and distribution system for no. 4 oil drums and with n° 4 oil station. The system is composed by:

No.4 pneumatic oil pumps inside the oil room, complete of air compressed line from existing air compressed system;

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New oil piping from oil room to each oil station;

No.4 oil stations with rack for the installation of no.4 oil hose reels and related no.4 metered oil dispenser.

Vehicles exhaust system

- Removal from B#1380 of No.6 existing vehicle exhaust system units, provide accurate maintenance, replacement of damaged parts and relocation in B#1174 at the position showed on drawings

- At the end of the mechanical works, the entire systems shall be tested in accordance with applicable norms and the “Dichiarazione di

Conformità” in accordance with the Law 37/08 shall be provided.

- For the existing systems without the ”Dichiarazione di Conformità”, the contractor shall provide a “Dichiarazione di Rispondenza” in accordance with the Law 37/08 if applicable or other VVF certification as required for the “SCIA antincendio”.

c. Electrical Work

Removals of #8 AGE power Testing Stations, including wiring system;

Removals of the existing not operated step down transformer;

Removals of the 20A circuit breakers feeding 16A office outlets;

Removals of outdoor lighting poles with lamps;

Removals of the electrical system in the areas under restoration

Removals of electrical equipment such as electrical panel and dry type transformer, from substation to be demolished.

Furnishing and installation of new circuit breakers 16A in various distribution panels, feeding office outlets;

Furnishing and installation of new distribution panels feeding exterior lighting system, overhang and fire suppression system;

Furnishing and installation of SPD System in all MDP and Distribution

Panels;

Furnishing and installation of new step down transformer;

Furnishing and installation of new power outlets and lighting system in the areas to be restored;

Furnishing and installation of additional power outlets, interlocked 220V and 120V, and grounding pits in the following areas:

#4 power outlets panel, 380/230/127/V, at each corner of the overhang;

#3 grounding pits at north-east side of compound;

#4 grounding pits at each corner of the overhang;

#8 grounding pits within the bay.

Furnishing and installation of the electrical key-pads for the motor operated gates at the interior and exterior compound;

Furnishing and installation of new wiring system, TN-S type in accordance with CEI 64-8, feeding new distribution panels from MDP’s, with fire proof cables FG7(O)M1 type;

Furnishing and installation of new wiring system feeding interlocked outlet panels from distribution panels, with fire proof cables FG7(O)M1 type;

Furnishing and installation of new wiring system feeding new lighting fixtures, with fire proof cables N07G9-K type;

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Furnishing and installation of new wiring system feeding new outlets in the Office Areas to be restored, with fire proof cables N07G9-K type;

Furnishing and installation of new telecomm system, including Main telecomm rack located in the upgraded telecomm room, telecomm outlet RJ

45 cat. 6 floor base mounted, for telecomm and data system and STP cat. 6 cables. The data and voice cables will terminate in separate RJ45 type patch panels. New cat 6 telecomm cables will run in metal cable tray above suspended ceiling in the Office Areas and in PVC floor base channel exposed mounted;

Furnishing and installation of the electrical system feeding the A/C equipment;

Furnishing and installation of new floodlights outdoor pole mounted;

Adjustments shall be provided to the Fire Alarm detection System to conform with latest UNI Norms in order to obtain the CPI. New F/A equipment shall be provided in all the Building to conform with the UNI

9795 latest edition. Siren sound and FACP battery back-up will be improved. FACP shall be revised and reprogrammed.

Remove and reinstall in the same place the existing lighting fixtures, in accordance with the Architectural an Mechanical Works.

Remove and reinstall in the same place the existing F/A devices, in accordance with the Architectural an Mechanical Works.

At the end of the electrical works, the entire system shall be tested in accordance with the CEI 64/8 and UNI 9795 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 2005 and applicable modifications, shall be applicable to the present project, together with the List of Work Items to be performed:

02530 SANITARY SEWAGE

02722 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

02724 AGGREGATE BASE COURSE AND SAND SUBBASE COURSE

02751 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

02762 JOINTS, REINFORCEMENT, AND MOORING EYES IN CONCRETE PAVEMENTS

02821 CHAIN LINK FENCES AND GATES

02921 TURF

08210 WOOD DOORS

10153 TOILET AND PARTITIONS

10800 TOILET AND BATH ACCESSORIES

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, 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.

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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.

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

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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.

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 isn’t located in area that

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requires special access procedures but it is located not far from the TAXY WAY and 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 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

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parking surfaces, areas soiled by residual asphalt shall be cleaned the same day.

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: 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

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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.

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 63 T-1 PROJECT TITLE SHEET AND MAPS

2 of 63 T-2 LIST OF DRAWINGS & LEGENDS

CIVIL

3 of 63 C-1 EXISTING CONDITION - GENERAL SITE PLAN

4 of 63 C-2 EXISTING CONDITION - TOPOGRAPHIC SURVEY & DEMOLITION

PLAN-1/2

5 of 63 C-3 EXISTING CONDITION - TOPOGRAPHIC SURVEY & DEMOLITION

PLAN-1/2

6 of 63 C-4 NEW CONDITION - GENERAL SITE PLAN

ASHE 16-1032 12

7 of 63 C-5 NEW CONDITION - GRADIND AND STORM DRAINAGE PLAN 1/2

8 of 63 C-6 NEW CONDITION - GRADIND AND STORM DRAINAGE PLAN 2/2

9 of 63 C-7 NEW CONDITION - WATER/FIRE PROPECTION PLAN

10 of 63 C-8 NEW CONDITION - DETAILS

11 of 63 C-9 NEW CONDITION - DETAILS

12 of 63 C-10 NEW CONDITION - DETAILS

13 of 63 C-11 NEW CONDITION - DETAILS

14 of 63 C-12 NEW CONDITION - DETAILS

ARCHITECTURAL

14 of 63 A-1 EXISTING CONDITION – GENERAL FLOOR PLAN

16 of 63 A-2 EXISTING CONDITION – FLOOR PLAN PART 1

17 of 63 A-3 EXISTING CONDITION - FLOOR PLAN PART 2

18 of 63 A-4 EXISTING CONDITION – ELEVATIONS

19 of 63 A-5 EXISTING CONDITION – ELEVATIONS

20 of 63 A-6 EXISTING CONDITION – SECTIONS

21 of 63 A-7 NEW CONDITION – FLOOR PLAN PART 1

22 of 63 A-8 NEW CONDITION – FLOOR PLAN PART 2

23 of 63 A-9 NEW CONDITION – SECTION AND ELEVATION

24 of 63 A-10 NEW CONDITION - ROOF PLAN AND DETAILS

25 of 63 A-11 NEW CONDITION - SECTION AND ELEVATION

26 of 63 A-12 NEW CONDITION - SUSPENDED CEILING PLAN

27 of 63 A-13 NEW CONDITION - TOILET ENLARGED PLAN AND ELEVATION, ROOM 016

28 of 63 A-14 NEW CONDITION - TOILET ENLARGED PLAN AND ELEVATION, ROOM 017

29 of 63 A-15 NEW CONDITION - WALL AND FINISH SCHEDULE

30 of 63 A-16 NEW CONDITION - DOORS SCHEDULE

31 of 63 A-17 NEW CONDITION - MISCELLANEOUS DETAILS

MECHANICAL

32 of 63 M-1 EXISTING CONDITION - HVAC - FLOOR PLAN & DIAGRAM

33 of 63 M-2 EXISTING CONDITION - PLUMBING AND COMPRESSED AIR

34 of 63 M-3 EXISTING CONDITION - WATER FIRE SUPPRESSION SYSTEM

35 of 63 M-4 NEW CONDITION - HVAC – DUCTWORKS – FLOOR PLAN

36 of 63 M-5 NEW CONDITION - HVAC – PIPEWORKS – FLOOR PLAN

37 of 63 M-6 NEW CONDITION - HVAC – DIAGRAM

38 of 63 M-7 NEW CONDITION - PLUMBING – FLOOR PLAN

39 of 63 M-8 NEW CONDITION – OIL DISTRIBUTION/EXHAUST AIR SYSREM –

FLOOR PLAN

40 of 63 M-9 NEW CONDITION - COMPRESSED AIR SYSTEM – FLOOR PLAN

41 of 63 M-10 NEW CONDITION – WATER FIRE SUPPRESSION SYSTEM

42 of 63 M-11 NEW CONDITION - DETAILS

ELECTRICAL

43 of 63 E-1 ELECTRICAL SYSTEM LEGEND

44 of 63 E-2 EXISTING CONDITION - LIGHTING PLAN PART 1

45 of 63 E-3 EXISTING CONDITION - LIGHTING PLAN PART 2

46 of 63 E-4 EXISTING CONDITION - POWER PLAN PART 1

47 of 63 E-5 EXISTING CONDITION - POWER PLAN PART 2

48 of 63 E-6 EXISTING CONDITION - TELECOMMUNICATION PLAN PART 1

49 of 63 E-7 EXISTING CONDITION - TELECOMMUNICATION PLAN PART 2

50 of 63 E-8 EXISTING CONDITION - FIRE ALARM PLAN PART 1

51 of 63 E-9 EXISTING CONDITION - FIRE ALARM PLAN PART 2

52 of 63 E-10 NEW CONDITION - LIGHTING PLAN PART 1

53 of 63 E-11 NEW CONDITION - LIGHTING PLAN PART 2

ASHE 16-1032 13

54 of 63 E-12 NEW CONDITION - POWER PLAN PART 1

55 of 63 E-13 NEW CONDITION - POWER PLAN PART 2

56 of 63 E-14 NEW CONDITION - TELECOMMUNICATION PLAN PART 1

57 of 63 E-15 NEW CONDITION - TELECOMMUNICATION PLAN PART 2

58 of 63 E-16 NEW CONDITION - FIRE ALARM PLAN PART 1

59 of 63 E-17 NEW CONDITION - FIRE ALARM PLAN PART 2

60 of 63 E-18 ELECTRICAL PANELS

61 of 63 E-19 NEW CONDITION - ELECTRICAL SITE PLAN

62 of 63 E-20 DETAILS

VIEWS

63 of 63 V-1 ISOMETRIC VIEW

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:

08361 SECTIONAL OVERHEAD DOORS

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

02315/R EXCAVATION AND FILL

02510/R WATER DISTRIBUTION

02630/R STORM DRAINAGE

02741/R BITUMINOUS CONCRETE PAVEMENT

02761/R PAVEMENT MARKING

03300/R CAST-IN-PLACE CONCRETE

04200/R MASONRY

07840/R FIRE STOPPING

07920/R JOINT SEALANTS

08110/R STEEL DOORS AND STEEL FRAMES

08120/R ALUMINUM DOORS AND FRAMES

09212/R EXTERIOR STUCCO

09220/R INTERIOR PLASTER

09310/R CERAMIC AND STONE COMPOSITE TILE

09510/R ACOUSTICAL CEILING

09900/R PAINTS AND COATINGS

13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

13930/R WET PIPE FIRE SUPPRESSION SPRINKLER

15070/R MECHANICAL SOUND, VIBRATION AND SEISMIC CONTROL

15181/R CHILLED WATER AND HOT WATER PIPING

15400/R PLUMBING

15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

16050/R BASIC ELECTRICAL MATERIALS AND METHODS

16303/R UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

16402/R INTERIOR DISTRIBUTION SYSTEM

16510/R INTERIOR LIGHTING

16530/R EXTERIOR LIGHTING

16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM

AC1-25 ADDITIONAL NORMS AND STANDARDS: Furthermore the works included

ASHE 16-1032 14

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

3. AS BUILT drawings signed and stamped by qualified engineer and CD with autocad and pdf electronic version of same drawings (AUTOCAD Release 2007 for drawings). Drawings shall be geospatially referenced using real world coordinates WGS-1984 UTM 33N. 31CEP/CEPT section (0434-305488) will provide an AutoCAD drawing that is geospatially referenced for the contractor to use as a background);

4. O&M manuals and CD with pdf electronic version of the same documentation.

AFForm 66, OCT 89

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER

PROJECT TITLE

RENOVATE FAC.1174 FOR 606 ACS BED DOWN

SOLICITATION CONTRACT NUMBER

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

NUMBER OF COPIES REQUIRED

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ITEM OR DESCRIPTION OF ITEM,

CONTRACT REFERENCE, TYPE OF

SUBMITTAL

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DATE CONTRACTOR

NOTIFIED REMARKS

APPROVED DIS-

APPROVED

A. NEW CONSTRUCTION WORKS

PART II a

ARCHITECTURAL WORK

Material Safety Data Sheets (MSDS)

1 Hollow Brick partitions Part IIa Item 1

3 3 3 30

2 Cast in place Maintenance Pit Part IIa Item 3

3 1 30

3 Epoxy Resin Finishing Part IIa Item 5

3 3 3 30

4 Oil Storage Room Part IIa Item 7

3 3 1 30

5 Oil Storage Room Galvanized stell pipe UNI 10255 Part IIa Item 7

3 3 3 30

6 Oil Storage Room Stanless stell pipe Part IIa Item 7

3 3 3 30

7 Oil Storage Room Pneumatic oil pump and fittings Part IIa Item 7

3 3 3 3 3 30

8 Oil Storage Room Oil gan, hose reel and fittings Part IIa Item 7

3 3 3 3 3 30

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PART II b

STRUCTURAL WORK

Not applicable

PART II c

CIVIL WORK

1 Bituminous Concrete Pavement Part IIb Item 9,10,11,12

3 3 30

2 Parking Lot, Lighting Poles Part IIb Item 13

3 3 3 3 3 30

3 Reinforced Concrete Pavement Part IIb Item 14

3 3 30

4 Metal Fence Part IIb Item 15

3 3 3 30

5 Precast Concrete Pits Part IIb Item 21, 24, 27

3 3 3 3 30

6 Hdpe/Pvc Piping Part IIb Item 16, 25,26

3 3 3 3 30

7 Oil Water Separator System Part IIb Item 22

3 3 3 3 3 3 30

8 Drainage Field Part IIb Item 23

PROJECT NUMBER

ASHE 16-1032

PROJECT TITLE

RENOVATE FAC.1174 FOR 606 ACS BED DOWN

SOLICITATION CONTRACT NUMBER

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

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APPROVED DIS-

APPROVED

9 Post indicato Valve Part IIb Item 29

3 3 3 3 3 30

PART III

MECHANICAL WORK

Material Safety Data Sheets (MSDS)

1 Emergency shower Parte IIIb Items 1

3 3 3 3 30

2 Seismic bracing Part IIIb Items 2

3 3 3 3 30

3 Galvanized stell pipe UNI 10255 Part IIIb Items 1, 2

3 3 3 30

4 Valves: ball, batterfly. Check, filter, joint, vent Part IIIb Item 3

3 3 3 30

PART IV

ELECTRICAL WORK

Material Safety Data Sheets (MSDS)

1 Lighting Poles Part IV Item 1

3 3 3 3 3 30

2 Cable duct Part IV Item 2

3 3 3 3 3 3 30

3 Lighting Panel Part IV Item 4

3 3 3 3 3 3 30

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1 Windows Repair Part IIa Item 1

1 1 30

2 Doors Repair Part IIa Item 2,3,4,5,6

1 1 30

3 New Overhead Door Part IIa Item 7

3 3 3 3 3 3 3 30

Not Applicable

PART II C

1 Steel Overhang Renovation Part IIb Item 1

3 3 1 1 30

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2 Steel Overhang Renovation, Cable Ducts Part IV Item 1

3 3 3 3 3 30 3 3 3 3 30

PART III – MECHANICAL WORKS

1 Air compressed fittings Part IIIb Item 1

3 3 3 3 30

2 Galvanized steel pipe UNI 10255 Part IIIb Item 1, 2

3 3 3 30

3 Valves: ball, batterfly. Check, filter, joint, vent Part IIIb Item 2

3 3 3 30

4 Retractile air compressed hose reel (20m) Part IIIb Item 3

3 3 3 3 3 30

5 Prefabricated fire pump Part IIIc Item 4

3 3 3 3 3 3 3 30

6 BFP RPZ

Part IIIc Item 4

3 3 3 3 3 3 30

Wet pipe sprinkler valve Part IIIc Item 4

3 3 3 3 3 3 30

8 Sprinkler head Part IIIb Item 8

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9 Fire department connection FDC Part IIIb Item 6

3 3 3 3 3 30

10 Hydrant UNI25 Part IIIb Item 7

3 3 3 3 3 30

11 Pipe UNI 10255 Part IIIb Item 9

3 3 3 30

PART IV – ELECTRICAL WORK

1 Floor Base Channel Part IV Item 2

3 3 3 3 3 30

2 Electrical Panels Part IV Item 5

3 3 3 3 3 30

3 Cable Ducts Part IV Item 6

3 3 3 3 3 30 3 3 3 3 30

4 Outlet Panel Part IV Item 9

3 3 3 3 3 30

5 Grounding Pits Part IV Item 10

3 3 3 3 3 30

6 Communication Outlets Part IV Items, 11, and 12

PROJECT NUMBER

ASHE 16-1032

PROJECT TITLE

RENOVATE FAC.1174 FOR 606 ACS BED DOWN

SOLICITATION CONTRACT NUMBER

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

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APPROVED

7 Telephone rack Part IV Item 13

3 3 3 3 3 30

8 Metal cabletrays Part IV Items 14 and 15

3 3 3 3 3 30

9 F/A Devices Part IV items 16, 17, 18, 19, 20, 21, 22, 23 and 24

3 3 3 3 3 30

10 EVAC System Part IV item 25

3 3 3 3 3 30

11 Electrical system tests Part IV Item 27

3 30

12 Telecom. system tests Part IV Item 26

3 30

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1 Floor Ceramic Tile Part IIa Item 4, 6

1 3 3 3 30

Wall Ceramic Tile Part IIa Item 5

1 3 3 3 30

3 Suspended Ceiling Panel Part IIa Item 6

1 3 3 30

4 Toilet Accessories Part IIa Item 9

1 3 30

5 Steel Door Part IIa Item 10, 12, 13

3 3 3 3 30

6 Interior Wood Doors Part IIa Item 11

3 3 3 3 30

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T

IO

R U

C T

U R

A L

C A

LC

U

LA

T

1 MAHU for supply and exhaust air Part IIIa Item 1

3 3 3 3 3 3 30

2 Air ducts and fittings Part IIIa Items 1, 2

3 3 3 3 30

3 Air insulation with aluminium jacket or similar Part IIIa Items 1, 2

3 3 3 3 30

4 Air dampers Part IIIa Items 2

3 3 3 3 30

5 Air actuators Part IIIa Items 2

3 3 3 3 3 30

6 Grilles and diffusers Part IIIa Items 2

7 Silencer.

Part IIIa Items 1, 2

8 Fancoils Part IIIa Item 3, 4

Q U

IR

E

D S

U B

M

IS

S

IO

N D

A

T E

R E

C E

IV

E

N T

R A

C T

T E

T O

C

G

IN

E E

R

T U

R N

S U

S P

E N

B M

IT

T

A L

N U

M B

E

N T

R A

C T

O R

R E

S U

B M

IT

T

A L

A P

P R

O V

E N

U M

B

SUBMITTAL

C E

R T

IF

IC

A T

IO

N

M P

LI

A

N

O P

D R

A W

M P

LO

R

S E

LE

C

T

N U

F A

C T

U R

E

C O

M M

E N

D A

T

IO

N U

F A

C T

U R

E

R R

A N

T A

LO

G

D A

E R

A T

IN

G

IN

S

T R

U C

T

IO

R U

C T

U R

A L

C A

LC

U

LA

T

9 Exhaust fan Part IIIa Items 9

3 3 3 3 3 30

10 DDC control systemi, inverter ed accessory Part IIIa Items 1, 2, 3, 4

3 3 3 3 3 3 30

11 Thiwin recirculator pump Part IIIa Item 6

3 3 3 3 3 30

12 Hot/chilled water piping Part IIIa Items 1, 5, 7

3 3 3 30

13 Pipe insulation Part IIIa Items 1, 5, 7

3 3 3 30

14 Pipe aluminum jacket or equivalent Part IIIa Items 1, 5, 7

1 4P-16 A Circuit breakers Part IV Item 1

3 3 3 3 3 30

2 SPD

Part IV Item 2

3 3 3 3 3 30

3 Electrical lines Part IV Items, 3, and 6

Q U

IR

E

D S

U B

M

IS

S

IO

N D

A

T E

R E

C E

IV

E

N T

R A