ATTACHMENT_2_-_SOW.pdf

BASE CONTRACT ––Project HB-44134-5J New Water Osmosis System, Bldg. # 55, Del Din, Vicenza.

STATEMENT OF WORK

PART 1

GENERAL INFORMATION

1. GENERAL: This is a contract to install a Water Osmosis system at the Central Energy Plant (Chiller Room), bldg. #55, Del Din site, Vicenza, Italy.

1.1 Description of Services/Introduction: This is a design build project to install a Water Osmosis system at the Central Energy Plant (Chiller Room), bldg. #55, to treat the water necessary to reintegrate the steam circuit of the boilers. The system shall be placed inside the Central Energy Plant, in the chiller room.

1.2 Background: At the Central Energy Plant of Del Din site, a water softener system is actually treating the water to zero French degrees. The system provides a volume of softened water that varies from two to three cubic meters per day to reintegrate the loss.

1.3 Objectives: With this system, it intends to further improve the characteristics of water reinstatement thus eliminating the residues and providing water to the system with low degree of salinity.

1.4 Scope: Design and Construction

1.5 Period of Performance: The period of performance shall be as follows:

1.5.1 Base Project: Install a Water Osmosis system at the Central Energy Plant (Chiller Room), bldg. #55 at Del Din site, Vicenza.

Performance period 90 calendar days from notice to proceed.

1.6 General Information

1.6.1 Quality Control: The contractor shall develop and maintain an effective quality control program to ensure services are performed in accordance with this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s quality control program is the means by which he assures himself that his work complies with the requirement of the contract.

Quality Control Plan (QCP) shall be attached to bid offer. After acceptance of the quality control plan the contractor shall receive the contracting officer’s acceptance in writing of any proposed change to his Quality Control (QC) system.

1.6.2 Quality Assurance: The government shall evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan. This plan is primarily focused on what the Government must do to ensure that the contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance, and the minimum acceptable defect rate(s).

1.6.3 Work Schedule:

Name of Holiday Date New Year’s Day January 1st Martin Luther King Jr.’s Birthday 3rd Monday in January President’s Day 3rd Monday in February Memorial Day Last Monday in May Independence Day July 4th Labor Day 1st Monday in September Columbus Day 2nd Monday in October Veterans’ Day November 11th Thanksgiving Day 4th Thursday in November Christmas Day December 25th

Name of the Italian Holidays Date

New Year’s Day 1 January Epiphany Day 6 January Easter Monday Varies yearly Liberation Day 25 April Labor Day 1 May Republic Day 2 June Assumption Day 15 August Local Holiday 8 September All Saints’ Day 1 November Immaculate Conception Day 8 December Christmas Day 25 December Saint Stephen’s Day 26 December

1.6.4 Hours of Operation: The hours of operation for routine work shall be 0800 thru 1700 hours Monday thru Friday. Work shall not be performed on Italian and American holidays occurring during the normal work week. Work shall not be performed on local holidays occurring during the normal work week. When an American holiday occurs on a Saturday or a Sunday, the holiday is observed on the preceding Friday or following Monday, respectively. Work during other than normal hours shall not be performed without prior written approval of the Contracting Officer Representative. The Contractor shall submit request for such approval to the Contracting Officer Representative at least 24 hours in advance.

1.6.5 Place of Performance: The work to be performed under this contract will be performed in Water Plant area near Building # 53 (Pump House) located on Del Din site, Vicenza, Italy

1.6.6 Type of Contract: The government will award a firm Fixed Price Contract.

1.6.7 Access and General Protection/Security Policy and Procedures: The contractor and all associated subcontractor employees will comply with applicable installation, facility, and area commander installation/facility access and local security policy and procedures (provided by Government representative). The contractor will also provide all information required for background checks to meet installation-access requirements to be accomplished by the installation provost marshal office, director of emergency services, or security office. The contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA, and local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the force protection condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

1.6.7.1 Physical Security: The contractor shall be responsible for safeguarding all government equipment, information and property provided for contractor use. At the close of each work period, government facilities, equipment, and materials shall be secured.

1.6.7.2 Contractor Identification: Prior to commencement of contract performance, the Contractor shall furnish the COR in writing and in triplicate, a list of the personnel identified for work under the contract. The list shall contain:

A. Name and address of each employee.

B. Identification Document or driving license number of each employee.

C. Copy of personnel register.

D. “Centro per l’impiego” Identification Document

E. The contractor shall furnish a list of private and commercial vehicles which will be used in conjunction with contract work. The list shall be submitted together with the list of personnel and shall contain:

(1) Make of vehicle;

(2) Model and year of manufacture; and

(3) License Plate Number.

1.6.7.3 iWATCH/iSALUTE Training: The contractor and all associated subcontractors will brief all employees on the local iWATCH/iSALUTE program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training will be completed within 30 calendar days after the contract is awarded and within 30 calendar days after new employees commence contract performance, with the results reported to the COR.

1.6.7.4 AT Level I Training: All Contractor employees, including Subcontractor employees, requiring access to Army installations, facilities, and controlled-access areas will complete AT Level I awareness training within 30 calendar days after the Contract start-date. The Contractor will submit certificates of completion for each affected Contractor employee and subcontractor employee to the COR or to the Contracting Officer, prior to issuance of Installation Access Passes. AT Level I awareness training is available online at https://atlevel1.dtic.mil/at.

1.6.7.5 According to AR 530-1, new contractor employees must complete Level I OPSEC training within 30 calendar days after they report for duty. All contractor employees must complete annual OPSEC awareness training.

1.6.8 Special Qualifications: PSC: ____ NAICS: ____

1.6.9 Post Award Conference/Periodic Progress Meetings: The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation Subpart 42.5.

The contracting officer, Contracting Officers Representative (COR), and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the contracting officer will apprise the contractor of how the government views the contractor's performance and the contractor will apprise the Government of problems, if any, being experienced.

Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

1.6.10 For any excavations deeper than 6" (15 cm.), the Contractor must request to the COR for a digging permit. This form will be furnished to the Contractor at the pre-construction conference.

1.6.11 Asbestos or other contaminants: If asbestos or other contaminants are found, the contractor (with a mod) shall treat and dispose it. When the presence of asbestos or other contaminants are suspected but it couldn’t be visible during the site visit, the awarding firm shall have (with this basic contract) an analysis performed at his expense by an authorized laboratory, and in the case of a positive result, shall promptly inform the COR.

With a further modification shall be provided a disposal of it by a specialized firm.

1.6.12 Contracting Officer Representative (COR): The (COR) will be identified by separate letter. The COR monitors all technical aspects of the contract and assists in contract administration The COR is authorized to perform the following functions: assure that the Contractor performs the technical requirements of the contract: perform inspections necessary in connection with contract performance: maintain written and oral communications with the Contractor concerning technical aspects of the contract: issue written interpretations of technical requirements, including Government drawings, designs, specifications: monitor Contractor's performance and notifies both the Contracting Officer and Contractor of any deficiencies; coordinate availability of government furnished property, and provide site entry of Contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting order.

1.6.13 Key Personnel: The follow personnel are considered key personnel by the government: The contractor shall provide a contract manager or supervisor who shall be responsible for the performance of the work. The name of this person and an alternate who shall act for the contractor when the manager is absent shall be designated in writing to the contracting officer. The contract manager or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract.

The contract manager or alternate shall be available between Tuesday thru Sunday except Federal holidays or when the government facility is closed for administrative reasons.

1.6.14 Construction Site Conditions: The work area shall be made available for the Contractor with the following conditions:

1.6.14.1 The work site area, as necessary for the execution of each single construction phase, will be available to the Contractor. The site shall be temporarily fenced on the area indicated by the Contracting Officer; signs in the two languages: “Work Area - No Entry / Vietato l' ingresso - Lavori in corso”. The fencing shall be removed at work completion. Obstruction lights shall be used from sunset to dawn anywhere, where necessary. The area could be crossed by undetected lines, not shown on the project drawings. The Contractor shall proceed with care in all operations involving excavations and soil removal. If any line, object or material will be found under the ground the Contracting Officer shall be promptly informed for his successive action. Any relocation or repair of such obstacles damaged during excavation shall be at the Contractor's expense. Detailed utility drawings are available at the Engineering Office.

1.6.14.2 During the performance of work, special care is to be taken not to interfere with ongoing activities on nearby facilities. Materials shall be loaded/ unloaded inside the work site. Access to other buildings shall not be hindered by Contractor’s personnel, vehicles or stored materials. Vehicles for the transport of materials can be temporarily parked near the building site to load/unload materials if they do not obstruct traffic.

1.6.14.3 Protect materials and equipment that need to remain in the areas of work with plastic sheets or some other approved method. Hazardous material shall be stored properly (IAW applicable regulations) to avoid leakage, spills or releases. Any materials, or equipment damaged by the Contractor during the work shall be repaired or substituted at the Contractor’s expense. Contractor shall remove and reinstall non-fixed equipment as indicated and approved by the Contracting Officer.

1.6.14.4 Before starting any work, submit to the Contracting Officer a schedule indicating in detail each phase of work, safety precautions and protection of property.

Schedule of work shall be approved by the Contracting Officer.

1.6.14.5 Utilities and Services: The Contractor shall be provided, for the sole scope of work, with electricity and water services available in the area. All temporary connections shall be cleared to the Contractor, as shall be the restoration of said utilities to original conditions at the completion of the project. The connection shall comply with pertinent U.S. and Italian safety of work and CEI norms. All machinery and equipment shall be properly grounded.

1.6.14.6 Salvageable Materials: If there are any specified items within these technical specifications to be salvaged, it shall be the responsibility of the Contractor to remove the salvageable items with the maximum care to avoid any damages and to transport and deposit the same to the storage area within the Caserma Ederle areas. The Contracting Officer shall identify salvageable items during the demolition phase. All discarded materials shall be recycled or disposed of to the dump authorized by the Regional and National regulation according to the typology of the related material; the contractor shall be the generator of waste. The transport shall be extended, if required, even outside Caserma Ederle City Council Territory. It shall be the responsibility of the Contractor to provide containers for material disposal (i.e. glass, steel, windows, doors, etc.) and/or transportation of salvageable items to either DRMO or to the appropriate facility as specified above. The Contractor shall also provide all documents (and coordination work) necessary to obtain the authorization from the Local Environmental Authority for the eventual disposal of materials, for which the normal disposal procedures are not sufficient.

PART 2

DEFINITIONS & ACRONYMS

2. DEFINITIONS AND ACRONYMS:

2.1 DEFINITIONS:

2.1.1 CONTRACTOR. A supplier or vendor awarded a contract to provide specific supplies or service to the government. The term used in this contract refers to the prime.

2.1.2 CONTRACTING OFFICER. A person with authority to enter into, administer, and or terminate contracts, and make related determinations and findings on behalf of the government. Note: The only individual who can legally bind the government.

2.1.3 CONTRACTING OFFICER'S REPRESENTATIVE (COR). An employee of the U.S. Government appointed by the contracting officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations.

This individual has authority to provide technical direction to the Contractor as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

2.1.4 DEFECTIVE SERVICE. A service output that does not meet the standard of performance associated with the Performance Work Statement.

2.1.5 DELIVERABLE. Anything that can be physically delivered, but may include non-manufactured things such as meeting minutes or reports.

2.1.6 KEY PERSONNEL. Contractor personnel that are evaluated in a source selection process and that may be required to be used in the performance of a contract by the Key Personnel listed in the PWS. When key personnel are used as an evaluation factor in best value procurement, an offer can be rejected if it does not have a firm commitment from the persons that are listed in the proposal.

2.1.7 PHYSICAL SECURITY. Actions that prevent the loss or damage of Government property.

2.1.8 QUALITY ASSURANCE. The government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

2.1.9 QUALITY ASSURANCE Surveillance Plan (QASP). An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance.

2.1.10 QUALITY CONTROL. All necessary measures taken by the Contractor to assure that the quality of an end product or service shall meet contract requirements.

2.1.11 SUBCONTRACTOR. One that enters into a contract with a prime contractor.

The Government does not have privity of contract with the subcontractor.

2.1.12 WORK DAY. The number of hours per day the Contractor provides services in accordance with the contract.

2.1.13 WORK WEEK. Monday through Friday, unless specified otherwise.

2.2 ACRONYMS:

ACOR Alternate Contracting Officer's Representative AFARS Army Federal Acquisition Regulation Supplement AR Army Regulation CCE Contracting Center of Excellence CFR Code of Federal Regulations CONUS Continental United States (excludes Alaska and Hawaii) COR Contracting Officer Representative COTR Contracting Officer's Technical Representative COTS Commercial-Off-the-Shelf DA Department of the Army DD250 Department of Defense Form 250 (Receiving Report) DD254 Department of Defense Contract Security Requirement List DFARS Defense Federal Acquisition Regulation Supplement DMDC Defense Manpower Data Center DOD Department of Defense FAR Federal Acquisition Regulation HIPAA Health Insurance Portability and Accountability Act of 1996 KO Contracting Officer OCI Organizational Conflict of Interest OCONUS Outside Continental United States (includes Alaska and Hawaii) ODC Other Direct Costs PIPO Phase In/Phase Out POC Point of Contact PRS Performance Requirements Summary QA Quality Assurance QAP Quality Assurance Program QC Quality Control QCP Quality Control Program SOW Statement of Work TE Technical Exhibit

PART 3

GENERAL SUBMITTAL REQUIREMENTS

3. General Submittal Requirements: Government approval is required for design, critical materials, deviations, O&M manuals or equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause entitled “Specifications and Drawings for Construction,” they are considered to be “shop drawings.” The Contracting Officer’s approval of submittals shall not be construed as a complete check, but will indicate that the general methods of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error, which may exist, as the contractor is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

3.0.1 Construction drawings must be prepared and signed by professional engineers, within their respective expertise, registered in Italy, who will accept responsibility in accordance with Italian laws.

3.0.2 All documents shall be submitted in electronic format AutoCAD compatible for drawing, MS office compatible for documents and in TIFF/PDF format for raster and pictures.

3.0.3 Utilities lines shown in DPW utilities maps are meant for reference only and may not be completely accurate for the purposes of excavation. It shall be contractor’s responsibility to verify the location of all utilities and reroute the utilities lines as necessary at no additional expense to the Government.

3.0.4 The contractor, prior to start any work on site shall submit final construction drawings and technical reports (HARD COPY AND ELECTRONIC COPY 100% COMPLETED). Partial submittals shall not be accepted. The material can be submitted after the acceptance of the construction drawings, but shall be submitted together, partial material submittals shall not be accepted.

3.0.5 FINAL ACCEPTANCE TESTS AND CERTIFICATIONS: All installed civil, mechanical, electrical and communication equipment shall have the required Italian Marks of Quality (Marchio di Qualita') and three copies of relevant certificates will be furnished to the Contracting Officer for each item of equipment installed. At the end of works, the contractor shall provide the Government with three copies of the following documents:

3.0.6 Installation Certificate of Compliance for structures, electrical and mechanical systems (i.e. Statement of Conformance of the installer regarding these systems (Certificato di Conformita’).

3.0.7 “Denuncia INAIL ai sensi del D.P.R. 26 Agosto 1993 e successive modifiche” ai fini di ottenere l’adeguamento del libretto di centrale.

3.0.8 Final AS BUILTS drawings and documents.

3.0.9 Final as Built Photo report. The report will put in evidence, through colored photos (minimum dimension 10x12 cm) all technical details shown in the SPECIFIC TASK DESIGN. It shall be printed and signed by a qualified professional technician and by the builder. In particular, photos will show the equipment installed and the electrical and hydraulic connection, minimum six interior views and four exterior view (one for each elevation)

3.0.10 The contractor shall prepare as built drawings as described in contract clause:

“RECORD DRAWINGS”. In addition, contractor shall update government As-Built drawings, showing all the utilities, building and structures involved in his contract. The Government will furnish the contractor available basic document to be updated.

3.1 SPECIFIC TASK DESIGN: This first phase of the work consists of designing the details, providing calculations and whatever necessary to define in scale all parts of work required to fulfill the scope of work as described in “SPECIFIC TASK CONSTRUCTION” below in this document, and in accordance with Italian Law 170/2005 art. 56 and 66. Documents required to accomplish this specific task prior to building construction are as follows:

3.1.1 Demolition analysis of the existing structures which interfere with the construction, including utilities lines and any other findings during the survey. All existing site conditions and underground utilities shall be verified and documented in the demolition analysis. The analysis, in two copies, shall include all loads, computations, assumptions, and codes on which the design is based.

3.1.2 Analysis of the mechanical, electrical systems, security and safety, including underground utilities rerouting minimizing service interruptions. The analysis, in two copies, shall include all loads, computations, assumptions, and codes on which the design is based.

3.1.3 Structural analysis including seismic analysis resistance as per current Italian law NTC 14 gennaio 2008 and related updates. The structures shall be designed considering the specific seismic rate in accordance with current Italian code in force. The analysis, in two copies, includes all drawings, loads, computations, assumptions, and codes on which the design is based.

3.1.4 Acoustical analysis for noise abatement and reduction, as per Italian Law NORMA UNI 11367 del 22 luglio 2010, UNI 11444/2012, DPCM 5/12/1997, DPCM 14/11/1997 and U.S. Code. The analysis, in two copies, includes all loads, computations, assumptions, and codes on which the design is based.

3.0.11 “Denuncia INAIL ai sensi del D.P.R. 26 Agosto 1993 e successive modifiche” ai fini di ottenere l’adeguamento del libretto di centrale. The contractor shall hire a qualified engineer to develop a 100% final design. This design shall be submitted to INAIL for approval. The contractor shall request a site survey to INAIL to obtain the update of the “libretto di centrale”. All the INAIL fees shall be paid by the contractor and shall be considered as part of the contract.

3.1.5 Sets of construction drawings on 119.0 x 84.1 cm. sheets (ISO A0 form). Drawings, at a minimum, must contain the following:

3.1.5.1 Cover sheet and index of drawings including vicinity map as shown at the attachments, and a general location plan at 1:500.

3.1.5.2 Location layout indicating the route of all new utility lines with indicated point of connection with existing lines.

3.1.5.3 Demolition plan. Material disposal documents shall be in accordance with Italian Law Dlgs. N.152 dated 3 Apr 2006 “Norme in materia ambientale”.

3.1.5.4 Layout with all new equipment, stand-off distances between the new equipment and from new equipment and the existing equipment;

3.1.5.5 Equipment details;

3.1.5.6 New piping distribution system - flow diagram;

3.1.5.7 Flow diagram of the osmosis equipment;

3.1.5.8 Electrical system: construction and control details;

3.1.5.8.1 Diagram and schematics of electrical power supply and distribution panels;

3.1.5.8.2 Single-line diagram of the electrical panels;

3.1.5.8.3 Electrical feeders layout and details;

3.1.6 Location plan shall be drawn at 1:200 minimum; other plans and elevations shall be drawn at 1:100 and/or 1:50 and details shall be shown at 1:l0 and/or 1:20. Dimensions and material identifications shall be clearly indicated. Drawings shall include all necessary notes and legends. All wording shall be in both English and Italian.

3.1.7 Sets of detailed technical report (in English and Italian) to include the following:

3.1.7.1 Detailed description of all works to be accomplished;

3.1.7.2 Method of accomplishment;

3.1.7.3 Materials and finishes; and

3.1.7.4 Reference to norms and laws in force.

PART 4

SPECIFIC TASK CONSTRUCTION

4. GENERAL. All work shall be done in accordance with applicable laws, decrees and technical norms, as shown in, but not limited to, section 6 - Applicable Publications.

4.1 SPECIFIC TASK BASE CONTRACT CONSTRUCTION:

4.2 DECHLORINATOR FILTER:

4.2.1 The dechlorinator system shall be automatic type, run by microprocessor, regeneration time programmable. The unit shall mainly remove chlorine from the water.

The filtering masses shall also remove other pollutants, organic substances eventually present in the water. The unit shall made with type of materials according to D.M. 174/04 and D.M. 25/2012.

4.2.2 The discharge pipe of the unit shall be in stainless steel heavy type and shall be connected to the existing drain floor.

4.3 REVERSE OSMOSIS UNIT:

4.3.1 Desalination plant through the principle of reverse osmosis to produce water with low salinity content for potable and technological uses. The plant shall furnished complete in each part and ready to be installed, mounted on a board able to be fixed on the wall or on a suitable support.

4.3.1.1 The unit shall have the following minimum characteristics:

Shut-off manual valve on the inlet pipe 5 micron filter, pre-filtering the feed water Alarm and protection such as safety pressure switch against dry running Pressure pumps, vane pumps and valves in stainless steel AISI 316 Osmotic modules with high efficiency and high mechanic and chemic resistance Vane pump in stainless steel AISI 316 Pressure vessels in reinforced polyester with fiberglass to contain osmotic modules resistant to the pressure at least two times more than the operating pressure

Electrical control cabinet with programmable microprocessor complete of display where are visible all the functions

All the material shall be in compliance with D.M. 174/04

4.3.2 The discharge pipe of the unit shall be in stainless steel heavy type and shall be connected to the existing drain floor.

4.4 STORAGE TANK AND BOOSTER PUMP

4.4.1 The storage tank shall be cylindrical shape, in stainless steel AISI 316 material adequate dimension according with INAIL prescriptions.

4.4.2 The pump shall be electrical-centrifugal multistage type, steel body, and shall have a pressure-flow switch to protect the electronic motor. The pump shall be controlled by level sensors of the condensate recovery tank.

4.5 PIPES:

4.5.1 The supply and return pipes shall installed overhead, in a manner do not create obstacle for the maintenance of the equipment in the area; they shall be securely anchored to the walls and/or to the ceiling. The pipes shall be in stainless steel AISI 316L. The pipes shall be insulated with elastomeric material and covered with aluminum jackets to match the insulation finishing of the pipe lines present in the area.

4.6 ELECTRICAL SYSTEM:

4.6.1 The Contractor shall perform all the electrical connections to the new water osmosis equipment. All work shall be done in accordance with CEI norms (Class. CEI 64-8/3 - CT 64 - Fascicolo 11958 - Anno 2012, CEI 20 - CT 20 - Fascicolo 6210 - Anno 2001 - Edizione Terza) and applicable NEC and NEMA standards.

4.6.2 The contractor shall connect the new equipment to the existing electrical panel as shown in contract drawing. The contractor shall install in the existing electrical panel all the devices necessary for a correct functioning of the system, including main switch adequate size, magnetic/thermal switches for the new lines pumps, and all the devices.

4.6.3 The electrical lines from the new equipment to the electrical panel shall be in rigid overhead metal pipe. The pipe shall be securely anchored to the walls and/or to the ceiling.

PART 6

APPLICABLE PUBLICATIONS

6. APPLICABLE PUBLICATIONS (CURRENT EDITIONS)

6.1 All work performed by the Contractor shall be performed in accordance with all applicable U.S. and Host Nation laws and regulations, whichever is more restrictive at contract award date. This includes any required certification by engineers licensed in Italy and in particular:

Italian DECRETO DEL PRESIDENTE DELLA REPUBBLICA 19 aprile 2005, n.170 “Regolamento concernente disciplina delle attivita' del Genio Militare”.

Italian DECRETO MINISTERIALE 22 Gennaio 2008, n. 37 (Utilities

Certifications) and related updates.

Italian law n. 477/95 “Legge Quadro su inquinamento Acustico”.

Italian “Decreto Legislativo 9 Aprile 2008 update November 2012 n. 81 “TESTO UNICO SULLA SALUTE E SICUREZZA SUL LAVORO” and Legge Regionale 61/85 art.79bis modificata dalla Legge Regionale 4/2008 art.12.

Italian law 425/1995, Legge n. 64 del 2 FEB 1974, Legge 5 novembre 1971 n.1086 (Reinforced Concrete Structures), NTC 14 gennaio 2008 and all related updates

Italian D.M.LL.PP. del 16/01/1996 “Norme tecniche relative ai Criteri generali per la verifica di sicurezza delle costruzioni e dei carichi e sovraccarichi.”

Italian Law Dlgs. N.152 dated 3 Apr 2006 “Norme in materia ambientale”.

Italian “Decreto del Presidente della Repubblica n. 59 del 2 Aprile 2009”, D.Lgs.

n. 28 del 3 marzo 2011 “, D.Lgs. n.311 del 29 Dicembre 2006 ad integrazione del D.Lgs. 192/2005;

“Circolare Regione Veneto n. 13/97 ” Regulation in Health provision for buildings;

UNI 9737 Polyethylene pipe welding procedures

Legge 46 del 05/-03/90 water treatment potable water

DL 31 del 02/02/2001 water treatment potable water

DPR 59 del 02/04/2009 water treatment

DM 25 del 07/02/2012 water treatment

Norme UNI 8065 water treatment

DM 443 – 1990 equipment for water traetment potable water

DM 174 – 2004 equipment for water traetment potable water

Norme UNI EN 729 welding quality

Norme UNI EN ISO 15607 welding procedures

Norme UNI EN 287 welders qualifications

Italian DM 24-11-1984 for welding procedures

UNI 10208-2 norm for welding procedures

UNI-ISO 6761 pipe preparation for welding.

UNI 5132 electrodes homologation.

UNI 4663 certification for hard and arc welders.

UNI 5770 certification for oxyacetylene welders.

D.Lgs 152-2006 (VAS-VIA)

Safety and Health requirements will be performed in accordance with US Army Corps of Engineers EM 385-1-1, or Italian Law whichever is the most stringent.

All work shall be done in accordance with CEI norms and applicable NEC and NEMA standards.

CEI 64-8/3 - CT 64 - Fascicolo 11958 - Anno 2012

CEI 20 - CT 20 - Fascicolo 6210 - Anno 2001 - Edizione Terza

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