ASHE 20-1016 TECH_SPECS.pdf

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

Prepared and Submitted by:

Engineering Tools srl Via del Makò, 33 - 33084 Cordenons (PN)

Tel. +39 0434 1602158; Fax +39 0434 542813 Email: info@engtools.eu

PROJECT ASHE 20-1016

A/E CONTRACT No. FA5682-17-D-0006;

D.O. FA568219F0022

INSTALL WATER TREATMENT SYS FOR HMU FAC. 933

AREA F – AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

SUBMITTAL: FINAL (100% design)

Date: NOVEMBER the 20th, 2020

INSTALL WATER TREATMENT SYS FOR HMU FAC. 933 PROJECT: ASHE 20-1016

FINAL (100% design) – REV01 TECHNICAL SPECIFICATIONS Page 2 of 15

THIS PAGE LEFT INTENTIONALLY BLANK

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

Prepared and Submitted by:

Engineering Tools srl Via del Makò, 33 - 33084 Cordenons (PN)

Tel. +39 0434 1602158; Fax +39 0434 542813 Email: info@engtools.eu

PROJECT ASHE 20-1016

A/E CONTRACT No. FA5682-17-D-0006;

D.O. FA568219F0022

INSTALL WATER TREATMENT SYS FOR HMU FAC. 933

AREA F – AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

HAVING REVIEWED THE DEFINITIVE AND DETAILED PROJECT NO. ASHE 20-1016, PERTAINING TO THE

UPGRADE THE APRON IN FRONT OF BUILDING 933 (HANGAR 3) AT AVIANO AB ,

I DECLARE THAT I HAVE ASCERTAINED THAT THE TECHNOLOGICAL SYSTEMS INCLUDED THERIN

COMPLY WITH THE APPLICABLE ITALIAN NORMS.

Date: JNOVEMBER the 20th, 2020

Design Coordination and Review, Civil and Mechanical Ing. Stefano Bellinger Ordine degli Ingegneri della Provincia di Pordenone No.739 Sez.A

Electrical P.I. Bruno Benincà Collegio Periti Industriali della Provincia di Pordenone No.735

FINAL (100% design) – REV01 TECHNICAL SPECIFICATIONS Page 4 of 15

FINAL (100% design) – REV01 TECHNICAL SPECIFICATIONS Page 5 of 15

TABLE OF CONTENTS

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS 6

SCHEDULE OF MATERIAL SUBMITTALS 16

TECHNICAL SPECIFICATIONS 23

SCHEDULE OF WORK ITEMS 153

FINAL (100% design) – REV01 AC1 Page 6 of 15

AC1 - 1. SCOPE OF PROJECT

Building No. 933 (Hangar 3) is a building located in Area F of the Aviano Air Base and is used by the HMU Squadron for helicopters maintenance operations and shelter. The apron in front of the building big doors (about 6,500 sqm.) is actually used for helicopters parking area and will be used also for helicopters washing operations.

Project Scope is to upgrade the apron upgrade to enable wash and rinse operations with helicopters staying on their parking positions. This implies the capability of the new system of segregating washing and rinsing waste water from storm water. This capability will be assured by installed equipment and implemented procedures.

The works include the installation of a new system for the collection and filtration of the water that will be produced by the washing operations and the installation of a further system (Oil-Water Separator and Draining Field) to treat and drain storm water coming from the apron, considering it as a parking lot for the squadron helicopters.

First of all, the cutting of the existing apron pavement is anticipated, as shown in the drawings, for the installation of the new water collecting system by concrete slot channels F900 Class. Channels diameter will be Ø400 mm. 41 slot channels 4 meter long are anticipated. The new system will be able to collect all dirty waters coming from the helicopter washing operations, as well as, storm water coming from the same portion of the apron.

The new system will be equipped with a GAC filter system composed by a quartzite tank, active carbon tank, divert flow valves, pre-cast sedimentation tank, pre-cast manholes with submersible pumps, electrical equipment, switches, cables etc. The quartzite and the active carbon tanks are installed in an insulated box.

Also a red/orange/green light signal will be installed in order to help operators in the washing activities.

Waste water coming from washing operations, after treatment, will be discharged into the main sewage line, with HDPE pipe, towards the existing manhole at the North-east of the Fac. 933 (see drawings). Works include also the installation of a new oil separator that will treat the storm water collected from the entire apron. After the treatment, the storm water will be collected and drained through a new draining field installed in the grassy area on the West side of the apron.

Part A – NEW WORKS

PART I – DEMOLITIONS, REMOVALS AND EXCAVATIONS

Ia - Civil Demolitions

Excavations in any kind of material with reuse of excavated soil for installation of:

• New utility lines (water and electrical);

• New water treatment buried parts

• New Oil-Water Separator;

• New Draining Filed

Ib – Architectural Demolitions Not applicable Ic – Structural Demolitions Cutting of existing apron pavement for the creation of joints, cuts, channels and duct bank conduits Id – Mechanical Demolitions Not applicable Ie – Electrical Demolitions Not applicable

PART II – ARCHITECTURAL, STRUCTURAL AND CIVIL WORK

IIa – Civil Works

• Installation of NEW SLOT CHANNELS IN REINFORCED CONCRETE, LOAD CLASS F900;

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• Reparation of apron concrete pavement to fill the space between the new slot channel and the existing pavement;

• Installation of NEW OIL-WATER SEPARATOR

• Installation of NEW DRAINING FILED

• Laying of NEW UNDERGROUND WATER LINE;

• Laying of NEW UNDERGROUND ELECTRICAL LINE

• Installation of NEW PRECAST SEDIMENTATION TANK

• Installation of NEW GAC FILTER SYSTEM INCLUDING EQUIPMENT CONTAINMENT BOX AND

ELECTRICAL SYSTEM

• Installation of NEW SUBMERSIBLE PUMPS

• Laying of NEW SEWER LINE TO CONNECT WATER TREATMENT SYSTEM WITH EXISTING SEVER

LINE

• Installation of all needed NEW DIVERT VALVES, MOTORIZED GUILLOTINE VALVES, VALVES

CONTROL SYSTEMS, SENSORS, LIGHT AND ACOUSTIC SIGNALS, MANHOLES, HANDHOLES AND

UNDERGROUND CONDUITS

• Laying of Lean Concrete for equipment base, where needed IIb – Architectural Works Not applicable IIc – Structural Works Not applicable

PART III – MECHANICAL WORKS

Not applicable

PART IV – ELECTRICAL WORKS

Installation of new electric feeding lines from the existing panel, to the new installed equipment, where needed.

FINAL (100% design) – REV01 AC1 Page 8 of 15

AC1 - 2. LEED CERTIFICATION

Not Required.

AC1 - 3. 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 "MATERIAL SUBMITTAL SCHEDULE" 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. Number of copies will be as required on "MATERIAL SUBMITTAL SCHEDULE".

AC1 - 4. 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 (C.O.) 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 Contracting Officer (C.O.). Contractor shall submit photos or samples of the screening material for approval by C.O. The Contractor shall replace or repair in a timely manner, as determined by C.O., all fences and screening sections that have damage or develop unsightly rips or holes. It is strictly forbidden to install advertisement signs and/or logos including contractor’s along the construction site fence. 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 - 5. PROJECT SIGN

The Contractor shall furnish a project sign on site in accordance with Section 01101/R. 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 C.O. for approval.

AC1 - 6. JOB SITE MOBILIZATION

The Contractor shall submit a proposal to C.O. 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 cannot 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 - 7. SAFETY

Reference regulations for construction works are the following: OSHA 29 CFR 1926 Construction Regulations, FINAL (100% design) – REV01 AC1 Page 9 of 15

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: in case of any difference, the more stringent applies.

Contractor is responsible for ensuring overall compliance. Contractor shall ensure all workers utilize prescribed personal protective equipment to perform their work in a safe way.

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.

Based on Safety and Coordination Plan (PSC) provided by C.O., Contractor shall develop a 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 31 FW/SEG Occupational Safety Office. Electronic copy of POS will be provided to 31 FS/SEG (Phone 0434 30 8526).

AC1 - 8. CUSTODY OF HAZARDOUS WASTE AND HAZARDOUS MATERIALS

Prior to bringing any hazardous material onto the base, the Contractor must contact BCE to coordinate the storage and handling of all hazardous materials. Contractor is responsible for complying with all applicable environmental regulations and laws pertaining to the storage, handling, and transportation of hazardous materials and hazardous waste.

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

• Material Safety Data Sheets: The Contractor shall furnish English language versions of the Safety Data Sheets (SDS) of hazardous materials, chemical, toxic, and noxious, that will be used in the construction work, to 31st CES/CEAV for approval and coordination through SEG and SGPB.

• Hazardous Waste Management Plan: The Contractor shall provide a hazardous waste management plan.

• 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/CEAV office.

• 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/CEAV.

• Asbestos Containing Materials: Asbestos containing materials could 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 Local Regulations.

AC1 - 9. 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 C.O. 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: NOT APPLICABLE.

b. Building Location: The project site is located within a fenced NOT restricted area. Contractor shall

FINAL (100% design) – REV01 AC1 Page 10 of 15 strictly comply with the Contracting Officer’s instructions. Delays may happen when the Contractor will enter the 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 C.O., 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 C.O., 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 Contractor shall not use any area(s) for material or equipment storage that has not been approved by C.O.

e. Loading and Unloading of Construction Materials and Equipment: Unloading of materials will be allowed within the fenced work area. Contractor's personnel, vehicles and equipment must not obstruct access roads to other buildings. Temporary parking of vehicles, for loading or unloading materials and equipment is permitted in the proximity of the work area; unless such operations will obstruct traffic flow.

f. Housekeeping and Site Cleanup: At the end of each working day, the Contractor shall be responsible for cleaning the area surrounding the building involved in the work. Since the adjacent buildings are used every day, the Contractor shall provide that the surrounding areas are kept constantly clean and accessible, completely safe, and that the facilities are not in any way aesthetically damaged, even temporarily. Such functions include disposal of accumulated waste materials and rubbish and other operations necessary to present a neat appearance at all times. Grass within the construction sites and material storage areas shall never exceed 10 cm in height. All rubbish and waste materials shall be placed in Contractor furnished containers. Contractors shall ensure all light weight debris at the construction site is properly secured in waste receptacles so that it does not blow to another area or onto the airfield. During the laying of asphalt roads, streets and/or parking surfaces, areas soiled by residual asphalt shall be cleaned the same day.

AC1 - 11. AIRFIELD SAFETY TRAINING

Work site area is outside Airfield Area. Contractor WITH 4 WEEKS OF ADVANCE shall contact the office “Airfield Management” before installing/using special tools and equipment (cranes, truck with tall arms, lifters, etc).

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 lay-down 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 C.O. The Contractor shall clearly identify their vehicles through the use of company logos or signs on their vehicles.

AC1 - 13. ACCESS ROUTES

The project site is located within a fenced area.

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The Contractor shall provide a haul route plan for approval by C.O.

For road detour/closures the Contractor shall submit a written request to the Contracting Officer or his authorized representative for approval four (4) 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 mowings after final acceptance of the work. All grass, shrubbery, and ornamental plants fenced by the construction site shall be maintained to base standards by the Contractor.

AC1 - 18. LAWN ESTABLISHMENT

Within seven (7) workdays of actual completion of work at contract site, the Contractor shall prepare all disturbed areas inside and outside of the fenced site for sodding, or hydro-seeding, as provided in contract specifications. Contractor shall restore the site to a condition and appearance equal to or better than existing before the work occurred. Such restoration work will not be considered complete, and the facility not accepted, until approved by BCE. Additionally, no seeding shall be authorized for lawn establishment, whether new, or for restoration purposes unless specifically authorized by C.O.

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.

FINAL (100% design) – REV01 AC1 Page 12 of 15

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

Works shall be performed in at least two phases, in order to grant use of half APRON during the entire project duration. 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.

GROUP CODE TITLE

GENERAL

1 G-001 COVER SHEET, SITE LOCATION / COPERTINA, INDIVIDUAZIONE DEL SITO

2 G-002 INDEX OF DRAWINGS / INDICE DELLE TAVOLE

SURVEY MAPPING

3 V-101 EXISTING CONDITIONS – GENERAL PLAN -SURVEY / STATO DI FATTO –

PLANIMETRIA GENERALE - RILIEVO

CIVIL

4 CD-101 EXISTING CONDITION – CIVIL DEMOLITION PLAN – CONSTRUCTION SITE /

STATO DI FATTO – DEMOLIZIONI CIVILI – AREA DI CANTIERE

5 C-101 NEW CONDITION – GENERAL PLAN / PROGETTO – PLANIMETRIA GENERALE

6 C-102 NEW CONDITION – ENLARGED PLAN / PROGETTO – PLANIMETRIA

INGRANDITA

7 C-103 NEW CONDITION – ENLARGED PLAN / PROGETTO – PLANIMETRIA

INGRANDITA

8 C-301 NEW CONDITION - LONGITUDINAL PROFILES / PROGETTO - PROFILI

LONGITUDINALI

9 C-302 NEW CONDITION - LONGITUDINAL PROFILES / PROGETTO - PROFILI

LONGITUDINALI

10 C-501 SLOT CHANNEL INSTALLATION PHASES / FASI INSTALLAZIONE CANALINA A

FERITOIA

11 C-502 SLOT CHANNEL INSTALLATION PHASES / FASI INSTALLAZIONE CANALINA A

FERITOIA

12 C-503 DETAILS / DETTAGLI

FINAL (100% design) – REV01 AC1 Page 13 of 15

13 C-504 DETAILS / DETTAGLI

14 C-505 DETAILS / DETTAGLI

15 C-506 DETAILS / DETTAGLI

16 C-507 DETAILS / DETTAGLI

17 C-508

REV-01 DETAILS / DETTAGLI

ELECTRICAL

14 E-101 ELECTRICAL SYSTEM – SITE PLAN / IMPIANTO ELETTRICO - PLANIMETRIA

15 E-102 ELECTRICAL SYSTEM – GAC FILTER PLAN DETAIL / IMPIANTO ELETTRICO –

DETTAGLIO IMPIANTO DI FILTRAZIONE

16 E-601 ELECTRICAL SYSTEM – ONE LINE DIAGRAM / IMPIANTO ELETTRICO – QUADRI

ELETTRICI

ATT #1 E-602 ELECTRICAL SYSTEM – EQUIPOTENTIAL BONDING / IMPIANTO ELETTRICO –

EQUIPOTENZIALITA’

FINAL (100% design) – REV01 AC1 Page 14 of 15

AC1 - 23. TECHNICAL SPECIFICATION

The following Sections of the Master Specifications for construction projects of the Air Base in Aviano (PN), Italy, revision 2019 and applicable modification, shall be applicable to the present project, together with the List of Work Items to be performed:

• 01100 GENERAL CONDITIONS

• 01101 PROJECT SIGN

• 02315 EXCAVATION AND FILL

• 02579 PRECAST CONCRETE PAVING BLOCKS FOR SIDEWALKS

• 02630 STORM DRAINAGE

• 02724 AGGREGATE BASE COURSE AND SAND SUBBASE COURSE

• 02741 BITUMINOUS CONCRETE PAVEMENT

• 02751 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS

• 02762 JOINTS, REINFORCEMENT, AND MOORING EYES IN CONCRETE PAVEMENTS

• 02921 TURF

• 07920 JOINT SEALANTS

• 16050 BASIC ELECTRICAL MATERIALS AND METHODS

• 16303 UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

• 16316 SWITCHBOARDS

See Paragraphs AC1-24 and AC1-25 and AC1-26 for the other applicable specifications.

AC1 - 24. ADDITIONAL SPECIFICATIONS

None.

AC1 - 25. REVISED MASTER SPECIFICATIONS

None.

AC1 - 26. ADDITIONAL NORMS AND STANDARDS

Furthermore, the works included in this project shall be in accordance, when applicable norms like Aviano Design Guide 2011 Revision, NFPA, ASTM, UL, HANDBOOKS, Norms and Standards, whose manuals and regulations are available for review at the Contracting Officer.

AC1 - 27. FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS

1. Once issued NTP, Contractor is required to contact CEAOR (0434-305691) and schedule a meeting to fill Form DD1354 with appropriate project data for real property capitalization (blank DD1354 and category codes list CATCODE_LIST_2010 are available at 31CES/CENM office during duty hours). Contractor is required to provide final Form DD1354 for 31CES/CD signature before contract close out;

2. All installed mechanical and electrical equipment shall have the required Italian Mark of Quality and shall conform to D.Lgs- 17/2010, 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. 81/2008 and subsequent modifications which apply the Directive 2014/35/EU (D.lgs. n.86 19/05/2016) and 2014/30/EU. Electrical tests and installation shall comply with Low 37/08 and CEI 64/8 Norm.

3. Contractor is required to perform F/A systems testing in accordance with CEF close out check list;

4. At the end of the work, the Contractor is required to provide to Aviano AB personnel training concerning the use and maintenance of installed water treatment plant. The training shall also include: instruction manual, video instructions and video recording of training session.

FINAL (100% design) – REV01 AC1 Page 15 of 15

5. At the end of the work, the Contractor shall provide the Government with three copies of the following documents:

- Certificate of Compliance with Law No. No. 37 dated 22 January 2008, for the installation of the electrical and mechanical systems in a workmanlike manner, signed by the Contractor.

- Final Acceptance Test Certifications for electrical and mechanical systems signed by a

Registered Engineer to be selected among three candidates proposed by the Contractor to the Contracting Officer in accordance with Law No. 37 dated 22 January 2008.

- For warranty call purpose, 3 copies of letter identifying project number, item, company address, phone number, point of contact, item warranty expiration date, etc. One copy of the letter will be installed next the item for immediate consultation;

- 3 set of 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);

- 3 copies of O&M manuals and CD with pdf electronic version of same documentation, the file video of the final training to Goverment Personell, including O&M manuals for the Filtration/Treatment System.

INSTALL WATER TREATMENT SYS FOR HMU, FAC.933 ASHE20-1016

FINAL (100% design) – REV01 Page 16

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

FINAL (100% design) – REV01 MATERIAL SUBMITTAL SCHEDULE Page 17

Project Number:

ASHE 20-1016

Project Title:

INSTALL WATER TREATMENT SYS FOR HMU, FAC.933

Solicitation / Contract Number:

Li ne

N um be r

(To be completed by Project Engineer) (To be completed by Contract Administrator)

Number of Copies Required Remarks Item or Description of Item, Contract Reference, Type of Submittal

Work Items Item n.

Ce rt ifi ca te o f C om pl ia nc e

Sh op

D ra w in gs

Sa m pl es

Co lo r S el ec tio n

M an uf ac tu re r's R ec om m en da tio n

M an uf ac tu re r's W ar ra nt y

Ca ta lo g

Da ta

O pe ra tin g In st ru ct io ns

Sc he du le s, L ist in gs , R ep or ts , P la

Te ch ni ca l D at a

Te st

R ep or ts

Fi el d Re po rt s

M at er ia l S af et y

Da da

S he et (M

SD

S)

Re qu ire d

Su bm iss io n te

R ec ei ve d in

C on tr ac tin g

Da te to C iv il

En gi ne er in g

Re tu rn S us pe ns e

Su bm itt al

N um be rs

Date Contractor Notified

Co nt ra ct or R es ub m itt al na l A pp ro va l

Appro-ved

Disap-proved

A. NEW WORKS

PART I - DEMOLITIONS, REMOVALS AND EXCAVATIONS

Part Ia Civil Demolitions

1 Demolition Plan

2 E E

PART II - ARCHITECTURAL, STRUCTURAL AND CIVIL WORK

Part Ia Civil Works

2 Oil Water Separator

6 3 E E E E E

3 Sedimentation Tank

7 3 E E E E E

FINAL (100% design) – REV01 MATERIAL SUBMITTAL SCHEDULE Page 18

ASHE 20-1016

Project Title:

INSTALL WATER TREATMENT SYS FOR HMU, FAC.933

Solicitation / Contract Number:

Li ne N um be r

(To be completed by Project Engineer) (To be completed by Contract Administrator)

Number of Copies Required Remarks Item or Description of Item, Contract Reference, Type of Submittal

Work Items Item n.

Ce rt ifi ca te o f C om pl ia nc e

Sh op

D ra w r S el ec tio n

M an uf ac tu re r's R ec om m en da tio n

M an uf ac tu re r's W ar ra nt y

Ca ta lo g ra tin g In st ru ct du le s, L ist in gs , R ep or ts , P ni ca l D at a

Te st

R ep d Re po rt s

M at er ia l S af et y

Da da

S he et (M ire d

Su bm iss io n

R ec ei ve d in

C on tr ac tin g

Da te to C iv il

En gi ne er in g

Re tu rn S us pe ns e itt al

N um

Co nt ra ct or R es ub m l A pp ro va l

Appro-ved

Disap-proved

4 Gate safety valve

8 E E E E

5 Quartzite tank filter

3 +E

E E E E E

6 Active Carbon tank

10 E E E E E

7 Submersible pumps

12 E E E E

8 Removable filter basket

25 E E E E E

9 Insulated equipment box

26 E E E E E

10 Manholes 11, 24, 27, 28, E E E E

E

3 +E

FINAL (100% design) – REV01 MATERIAL SUBMITTAL SCHEDULE Page 19

ASHE 20-1016

Project Title:

INSTALL WATER TREATMENT SYS FOR HMU, FAC.933

Solicitation / Contract Number:

Li ne N um be r

(To be completed by Project Engineer) (To be completed by Contract Administrator)

Number of Copies Required Remarks Item or Description of Item, Contract Reference, Type of Submittal

Work Items Item n.

Ce rt ifi ca te o f C om pl ia nc e

Sh op

D ra w r S el ec tio n

M an uf ac tu re r's R ec om m en da tio n

M an uf ac tu re r's W ar ra nt y

Ca ta lo g ra tin g In st ru ct du le s, L ist in gs , R ep or ts , P ni ca l D at a

Te st

R ep d Re po rt s

M at er ia l S af et y

Da da

S he et (M ire d

Su bm iss io n

R ec ei ve d in

C on tr ac tin g

Da te to C iv il

En gi ne er in g

Re tu rn S us pe ns e itt al

N um

Co nt ra ct or R es ub m l A pp ro va l

Appro-ved

Disap-proved

31, 32, 33, 11 Slot channels 29 E E E E

12 Valves 11, 17, 18, 19, E E E E

13 Draining modules

33 E E E E E

14 Slot channels 29 E E E E

15 Valves 31 E E E E

PART III - MECHANICAL WORK

E

E

FINAL (100% design) – REV01 MATERIAL SUBMITTAL SCHEDULE Page 20

ASHE 20-1016

Project Title:

INSTALL WATER TREATMENT SYS FOR HMU, FAC.933

Solicitation / Contract Number:

Li ne N um be r

(To be completed by Project Engineer) (To be completed by Contract Administrator)

Number of Copies Required Remarks Item or Description of Item, Contract Reference, Type of Submittal

Work Items Item n.

Ce rt ifi ca te o f C om pl ia nc e

Sh op

D ra w r S el ec tio n

M an uf ac tu re r's R ec om m en da tio n

M an uf ac tu re r's W ar ra nt y

Ca ta lo g ra tin g In st ru ct du le s, L ist in gs , R ep or ts , P ni ca l D at a

Te st

R ep d Re po rt s

M at er ia l S af et y

Da da

S he et (M ire d

Su bm iss io n

R ec ei ve d in

C on tr ac tin g

Da te to C iv il

En gi ne er in g

Re tu rn S us pe ns e itt al

N um

Co nt ra ct or R es ub m l A pp ro va l

Appro-ved

Disap-proved

Part IIIa Mechanical systems

16 Electrical radiator system

1 E E E E E

17 Electrical air compressor

3+E

E E E E

PART IV - ELECTRICAL WORK

Part IVa Distribution, power, grounding, equipotential and lightning protection systems

18 Panelboards 2 E E E E

19 Cables 3, 4 E E E E

20 Grounding system

8 E E E

21 Power receptacles

9 E E E

3+E

E 3+E

3+E

3+E

3+E

E

E

FINAL (100% design) – REV01 MATERIAL SUBMITTAL SCHEDULE Page 21

ASHE 20-1016

Project Title:

INSTALL WATER TREATMENT SYS FOR HMU, FAC.933

Solicitation / Contract Number:

Li ne N um be r

(To be completed by Project Engineer) (To be completed by Contract Administrator)

Number of Copies Required Remarks Item or Description of Item, Contract Reference, Type of Submittal

Work Items Item n.

Ce rt ifi ca te o f C om pl ia nc e

Sh op

D ra w r S el ec tio n

M an uf ac tu re r's R ec om m en da tio n

M an uf ac tu re r's W ar ra nt y

Ca ta lo g ra tin g In st ru ct du le s, L ist in gs , R ep or ts , P ni ca l D at a

Te st

R ep d Re po rt s

M at er ia l S af et y

Da da

S he et (M ire d

Su bm iss io n

R ec ei ve d in

C on tr ac tin g

Da te to C iv il

En gi ne er in g

Re tu rn S us pe ns e itt al

N um

Co nt ra ct or R es ub m l A pp ro va l

Appro-ved

Disap-proved

22 Visual-acoustic alarm device

11 3+E E E E

23 Lighting fixture

13, E E E E E

FINAL DOCUMENTATION (FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS)

24 Certificate of Compliance of the installed filtration systems

25 TRAINING

AND

INSTRUCTIONS

MANUALS

AND VIDEOS

E 3+E

E

3+E 3+E

3+E

FINAL (100% design) – REV01 MATERIAL SUBMITTAL SCHEDULE Page 22

INSTALL WATER TREATMENT SYS FOR HMU, FAC. 933 PROJECT ASHE 20-1016

FINAL (100% design) – REV01 TECHNICAL SPECIFICATIONS Page 23

TECHNICAL SPECIFICATIONS

FINAL (100% design) – REV01 TECHNICAL SPECIFICATIONS Page 24

TECHNICAL SPECIFICATIONS TABLE OF CONTENTS

SECTION 01100 GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 02315 EXCAVATION AND FILL

SECTION 02579 PRECAST CONCRETE PAVING BLOCKS FOR SIDEWALKS

SECTION 02630 STORM DRAINAGE

SECTION 02724 AGGREGATE BASE COURSE AND SAND SUBBASE COURSE

SECTION 02741 BITUMINOUS CONCRETE PAVEMENT

SECTION 02751 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY

DUTY PAVEMENTS

SECTION 02762 JOINTS, REINFORCEMENT, AND MOORING EYES IN CONCRETE

PAVEMENTS

SECTION 02921 TURF

SECTION 07920 JOINT SEALANTS

SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16303 UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

SECTION 16316 SWITCHBOARDS

FINAL (100% design) – REV01

SECTION 01100

GENERAL CONDITIONS

SECTION 01100

GENERAL CONDITIONS

PART 1 – APPLICABLE NORMS

The Italian norms for construction works and the instructions of materials suppliers shall be strictly observed for the execution of the works. In addition contractor shall observe following norms:

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

b. C.N.R.; ASTM; AASHTO norms – Aggregates, bitumen, bituminous mixtures and road works in general.

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

d. CEI norms in force at tender date.

e. UNEL norms in force at tender date.

f. ENPI norms in force at tender date.

g. NEC norms in force at tender date.

h. AFPM 91-210 Contract Safety.

i. AFI 91-202 Safety Program Management.

j. U.F.C. norms in force at tender date

k. U.F.G.S. norms in force at tender date

l. Other norms applicable to the specific project.

Manuals and regulations will be available for review at the Engineering Office, Bldg 407 of Aviano

Air Base, during normal working hours, from Monday to Friday, from 0800 to 1700 hrs. Further clarifications regarding the type of materials and the work specified in the Schedule to Work items or indicated in the drawings, will be provided during the site survey scheduled prior to the submittal of proposal.

1.2 Safety and Health

SECTION 01100

GENERAL CONDITIONS

Reference regulations for construction works 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: in case of any difference, the more stringent applies. Contractor is responsible for ensuring overall compliance. Contractor shall ensure all workers utilize prescribed personal protective equipment to perform their work in a safe way.

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.

Based on Safety and Coordination Plan (PSC) provided by C.O., Contractor shall develop a 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 31 FW/SEG Occupational Safety Office. Electronic copy of

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

1.3 Waste Management

The contractor will be responsible for the disposal of debris from the work site. The material will be disposed of in an authorized dumping area outside the base upon completion of the work, it includes the payment of dump fees. Transportation, storage, use, and disposal of materials utilized by the contractor to perform the work shall be at the contractor's expense and the contractor shall not utilize government facilities for these purposes.

The contractor shall provide to Base Representatives one (1) copy of the “Formulario

Identificazione dei Rifiuti" (so-called FIR), in compliance with D. Lgs. n. 22/1997 and D. Lgs.

n.152/2006.

Disposal of materials in violation of the applicable laws (i.e. Law D.lgs 152/2006 as subsequently amended and supplemented) will result in a material breach of the contract.

It shall be the responsibility of the Contractor to handle and dispose hazardous material 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 hazardous material materials shall be in compliance with all local and national applicable regulations. It is not allowed to wash tools into the available sinks or discharge contaminated water resulting from the working into the drainage system or on ground.

1.4 CERTIFICATION OF COMPLIANCE WITH ITALIAN LAWS

Submit the certificates of compliance in both English and Italian, grouped for facility, system and subsystem. In addition to the hard copies signed officially, include the information related to all the certifications into an editable electronic spreadsheet (CERT. DATABASE). Refer to

Attachment#1.2 for the template to be used.

SECTION 01100

GENERAL CONDITIONS

1.4.1. Static Load Testing

The Contractor shall comply with the pertinent articles of Italian Decree 17 Jan 2018. The

Contractor shall be fully responsible for construction, supervision, static load tests, final testing, and for all costs associated with this procedure. Italian Decree 17 Jan 2018 requires the static load tests to be performed under the supervision of an engineer or architect registered on the National

Professional Rolls of Italy for at least ten years (10). Prior to performing the tests, submit to the

Contracting Officer the names and certified credentials of proposed testing personnel, engineer(s) or architect(s) they propose to perform the static load testing.

1.4.2. Mechanical and Electrical Work Certifications

As a condition of final acceptance of the work, the Contractor shall submit to the Contracting

Officer a certificate of compliance for all contract work certifying that all electrical and mechanical work complies with Ministerial Decree 37/2007 and that the provided work is adequate and safe for the designated use.

1.4.3. Other Certifications

In addition to the certifications listed above, the Contractor shall provide all other certifications and testing required by Italian Law. Such certifications may include but are not limited to the following:

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

b. Certificate of compliance for heating systems above 100,000 kcal/hr in accordance with

Italian Law No. 373 dated 30 April 1976 and N.10 dated 9 Jan 1991.

c. Certificate of compliance for fire prevention systems in accordance with Presidential

Decrees dated 01 Aug 2011.

d. Certificate for elevator systems test in accordance with Italian Law No. 1415 dated 24

October 1942.

e. Certification for Explosion Proof (ATEX) systems in accordance with European

Directive 2014/34/UE.

f. HVAC System booklet IAW D.M. 10 Feb 2014.

g. Roofs Life line, Fall protection, access ladder certification documents as per art. 6 L.R

24/2015, shop drawings and maintenance booklet IAW Par. 9.1.6 of UNI EN 11158

h. All installed 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; relevant certificates shall be furnished to the Contracting Officer for each item of equipment installed;

i. Once issued NTP, Contractor is required to contact CEAOR and schedule a meeting to fill FormDD1354 with appropriate project data for real property capitalization Contractor is required to provide final Form DD1354 for 31CES/CD signature before contract close out;

j. For works requiring periodical verification in accordance with Host Nation Norms, Contractor will submit all required certifications in a Technical Booklet format

“Fascicolo Tecnico”

SECTION 01100

GENERAL CONDITIONS

PART 2 – MATERIALS

All materials shown on drawings and listed in the Schedule of Work Item or anyhow necessary for the accomplishment of project will be furnished and installed by the Contractor except those shown on drawings which will be furnished and installed by the U.S.A. Government and installed by the

Contractor.

2.1 DEMOLITION AND INTERVENTION WORK ON EXISTING STRUCTURES

During possible partial demolition or intervention operation of bearing structures the

Contractor shall provide for the shoring of existing structures, for the safety of personnel and building, being responsible for any accident and/or damage. Shoring will be performed in a way to assure the integral conservation of structures not to be demolished or modified. Shoring shall be inspected by

Contracting Officer’s Technical Representative prior to proceeding with any demolition work of structural elements.

2.2 REMOVED MATERIALS

The materials to be removed, (specified on drawings and/or on the Schedule of Work Items) shall be handled as follows:

2.2.1 Unsalvageable materials

Shall be transported to public dump in accordance with Italian communal norms in force. The

Contracting Officer’s Technical Representative shall determine which materials are unusable. Under no circumstances will the Contractor attempt to sell or otherwise use such material unless and until he first obtains, the necessary permits, licenses etc. from the Italian Government Officials and will hold the U.S. Government free and harmless from his failure to do so.

2.2.2 Salvageable materials

Shall be loaded, unloaded and stacked at a warehouse of Aviano Air Base. The Contracting

Officer’s Technical Representative shall determine which material is salvageable and the storage location. Maximum distance will be 15 km.

2.2.3 Materials to be reused in the project

Shall be removed with care and stored by the Contractor on site, after inspection of operating state of such fixtures which will be done jointly with the Contracting Officer’s Technical

Representative. The Contractor shall be fully responsible for preservation of such fixtures and before their installation, in the location he shall provide for cleaning and rehabilitation work.

2.3 SELECTION OF EQUIPMENT, MATERIALS AND COLORS

The Contracting Officer’s Technical Representative will select equipment, materials and colors from among the charts and factory samples which will be submitted by the Contractor and

SECTION 01100

GENERAL CONDITIONS

approved by the Government in accordance with the indications of the project documents. It will be the Contracting Officer’s Technical Representative’s option to request all samples and catalogues of materials to be incorporated in the project to ensure the satisfactory and proper completion of the work. All samples shall be returned to Contractor.

2.4 SUBMITTALS

This paragraph applies only to those items not subject to the “brand name or equal” provision of the contract and listed in AF Form 3052. Within 15 days from the date of notice to proceed, or in accordance with the prescriptions given by the Contracting Officer, the Contractor shall submit

Contracting Officer’s Technical Representative’s approval the data requested by the project documents and listed in the paragraph entitled “Material Approval” in order to ascertain that the material corresponds to the technical characteristics of the project. The submittals consisting of AF

Form 3000, and catalog contracts (4 copies), beside the samples, will be in English or Italian with the

English translation attached. The list preparation shall be coordinated with the work schedule keeping in mind that the Government needs at least 15 days for the approval. Every disapproved item shall be resubmitted following the same procedure. A copy of the AF Form 3000 and relative attachments will be returned to the Contractor. No work will be started prior to obtaining the approval for the proposed material and equipment. The approval of submittals does not relieve the Contractor of responsibility for proper application and installation of the items, of other evident or hidden defects.

Shop drawings, for electric equipment shall include construction drawings, diagrams and schematics for power circuits and control circuits, and component reference list.

2.5 USE OF BRAND NAMES IN SPECIFICATIONS

Unless otherwise specifically provided on this contract, reference to any equipment, material article or patented process by trade name, make or cat number shall be regarded as establishing a standard of quality and shall not be construed as limiting competition, and the Contractor may, at his option use any equipment, material, article, or process which, in the judgment of the Contracting

Officer’s Technical Representative, is equal to that named. The Contractor shall furnish to the

Contracting Officer’s Technical Representative all required data and samples as may be called for the these technical provisions or which the Contracting Officer’s Technical Representative determines necessary for approval prior to use of the items during work performance.

2.6 “EQUIVALENT” ITEMS PROPOSED BY CONTRACTOR

If the Contractor intends to propose “brand names” different than the ones specified by U.S.

Government, he will clearly indicate the “equivalent” proposed item, the manufacturer, type, catalog

No., etc. in the List of Equivalent Proposed Items attached to AF Form 3052 which shall be returned to the Government together with the proposal. Each equivalent item listed shall be supported by the relative technical documentation (catalog cuts, certificates, technical descriptions, calculations, etc.)

in order to prove the equivalency of the technical characteristics of the product listed in the project document. Such documentation shall also be attached to the proposal.

SECTION 01100

GENERAL CONDITIONS

2.7 INFORMATION DATA

Prior to work completion date, submit the information data below in both English and Italian.

2.7.1 Operation And Maintenace (O&M) Database

Submit an editable electronic spreadsheet (O&M DATABASE) for each product, equipment or system installed.

Refer to Attachment#2.8 for the template to be used.

2.7.2 Warranty Management

Submit an editable electronic spreadsheet for all the parts covered by Warranty describing the info necessary to handle the warranty call.

Refer to Attachment#2.8 for the template to be used.

2.7.3 Operation and Maintenance Manuals

At work completion date, the Contractor shall submit three (3) hard and digital copies…