ATTACHMENT1.pdf

Project AJ-00002-7J Repair Multipurpose Indoor Firing Range (MIR) Bldg #369, Ederle, Vicenza.

SCOPE OF WORK

PART 1

GENERAL INFORMATION

1. GENERAL: This is a contract to replace the Bullet Trap according with current Italian and US Army norms regarding indoor ranges, Caserma Ederle, Vicenza, Italy.

1.1 Description of Services/Introduction: This is a design build project to remove the existing Bullet Trap and install the new one two meters back. The new bullet trap shall be in ballistic steel AR500 quality minimum thickness 10mm with Brinell hardness greater or equal to 500 Brinell. Remove baffle over existing bullet trap. Install new baffle with new bullet trap. Remove wood from 15m to 25 meter distance along walls of Range Funnel. Install Ballistic steel AR 500 quality along walls (from floor to ceiling) of the funnel with Brinell hardness greater than or equal to 500 Brinell. Remove damaged flooring, ceiling and walls and replace with new material same type and quality of the existing. Extend target sled system to 25-meter distance. Move target lighting to ensure 600 to 900 LUX measured at the face of each target position. Remove linoleum flooring, clean ballistic rubber tiles and reinstall tiles, add ballistic rubber tiles to meet bullet trap which and clean concrete flooring. Install linoleum flooring and seal all seams and edges.

Remove and dispose of all hazardous debris in accordance with Italian D.Lgs 152/2006 for residential use. Contractor being the waste material generator shall provide the waste manifest to US Government representative.

1.2 Background: The existing system is in bad shape and not corresponding to the current applicable regulations for Italian Ministry of Defense and UTIS and US norms for indoor ranges “DT-P1 2005 and AR/DA PAM 385-63”.

1.3 Objectives: Remove the existing Bullet Trap and install the new one two meters back. Remove baffle over existing bullet trap. Install new baffle with new bullet trap.

Remove wood from 15m to 25 meter distance along walls of Range Funnel. Install Ballistic steel AR 500 quality along walls (from floor to ceiling) of the funnel with Brinell hardness greater than or equal to 500 Brinell. Remove damaged flooring, ceiling and walls and replace with new material. Extend target sled system to 25-meter distance.

Move target lighting to ensure 600 to 900 LUX measured at the face of each target position. Remove linoleum flooring, clean ballistic rubber tiles and reinstall tiles, add ballistic rubber tiles to meet bullet trap which and clean concrete flooring. Install linoleum flooring and seal all seams and edges. Remove and dispose of all hazardous debris in accordance with Italian D.Lgs 152/2006 for residential use. Prepare and submit a 100% design of the new Bullet Trap system, obtain from the competent authority “Stato Maggiore dell’Esercito – Dipartimento delle Infrastrutture – Ufficio Studi e Normativa” in Rome the project approval. After the completion of the works, the contractor is

ATTACHMENT 1

responsible to request and obtain the certification from the “Banco Nazionale di Prova Armi da Fuoco Portatili” that certifies the suitability of the materials used according with the applicable norm D.T./P1 – 2005.

The contractor shall be also responsible to request and obtain the “agibilita” (final acceptance) by the “Stato Maggiore dell’Esercito – Dipartimento delle Infrastrutture – Ufficio Studi e Normativa” in Rome as requested in the applicable norm D.T./P1 – 2005, referring to the works performed in this contract.

1.4 Scope: Design and Construction. The contractor shall develop a 100% design and obtain the approval by the competent authority. The works on site can start after obtaining the project approval by the competent authority.

1.5 Period of Performance: The period of performance shall be 240 c.d. divided in 23 days for the project preparation, 7 days for DPW project review and approval, 210 days for works execution. The estimated time for the project review by the authority is 60 days, during this period the work will be suspended.

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 workweek. Work shall not be performed on local holidays occurring during the normal workweek. 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 building # 369 located on Camp Ederle, 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 shall obtain entry passes for each employee from the COR. The Contractor shall inform his personnel that they may be subjected to search when entering or leaving the installation at the discretion of the Installation Commander. Upon completion of the contract work or upon employee termination the Contractor shall return all passes to the Contracting Officer or the COR. Contractor and all associated sub-contractors’ employees shall comply with applicable installation, facility, and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshall Office, Director of Emergency Services, or Security Office.

Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA, and/or 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 Training: The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program. This local 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 shall be completed within 15 calendar days of contract award and within 10 calendar days of new employees commencing performance with the results reported to the COR NLT 10 calendar days after contract award.

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.

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 is found, the contractor (with a mod) shall treat and dispose it. When the presence of asbestos is suspected but it could not 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. Undetected lines, not shown on the project drawings, could cross the area.

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. Contractor’s personnel, vehicles or stored materials shall not hinder access to other buildings. 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. 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.

The Contracting Officer shall approve schedule of work.

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 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 a 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 PWS Performance Work Statement QA Quality Assurance QAP Quality Assurance Program QC Quality Control QCP Quality Control Program 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 “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 Submit, prior to beginning of construction work, a completed design signed by one of the following as appropriate: Italian Registered Engineer, Architect, Geometra, Perito, Geologo as required by Italian Law. The qualified engineer shall certify that all the works in contract are designed in accordance with all applicable norms. The US Government will appoint, with separate contract, a qualified technician as final tester (Collaudatore), as required by Italian law 425/95 and 1086/71. The technician shall respond to US Government for necessary Official Paperwork. He will prepare the documents to obtain the Use permit (Agibilità) as per Italian law.

3.0.2 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.

3.0.3 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.

3.0.4 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.

3.0.5 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.

3.0.6 FINAL ACCEPTANCE TESTS AND CERTIFICATIONS: All installed civil, mechanical, electrical and communication equipment shall have the required Italian Marks of Quality (Marchio di Qualità') 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:

3.0.7 Installation Certificate of Compliance for structures, electrical and mechanical systems (i.e. Statement of Conformance of the installer regarding these systems (Certificato di Conformita’). The contractor is responsible to request and obtain the certification from the “Banco Nazionale di Prova Armi da Fuoco Portatili” that certifies the suitability of the materials used according with the applicable norm D.T./P1 – 2005.

The contractor shall be also responsible to request and obtain the “agibilita” (final acceptance) by the “Stato Maggiore dell’Esercito – Dipartimento delle Infrastrutture – Ufficio Studi e Normativa” in Rome as requested in the applicable norm D.T./P1 – 2005, referring to the works performed in this contract.

3.0.8 Procedures for handling soil and rocks excavated shall be done IAW “D.M. n.161 del 10 Agosto 2012” and “Legge n.98 del 09 Agosto 2013”. Contractor being the waste material generator shall provide the waste manifest to US Government representative. All current contract requirements will remain in force as necessary.

3.0.9 Final AS BUILTS drawings and documents.

3.0.10 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 all foundations layers and materials installed, waterproof membrane installation, thickness of insulation panels installed on foundation, walls and roof, stratigraphy of foundation, walls, intermediate joist and final roof, gutters, downspouts, flashing installation, all underground utilities conduits, manholes, pipes, point of connection with existing lines, special encased equipment, windows and doors installation and connection with wall in order to avoid thermal bridges, minimum six interior views and four exterior view (one for each elevation)

3.0.11 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.

3.0.12 All necessary documents requested by final tester for the final Collaudo (which shall be done by a professional engineer designated directly by U.S. Government.)

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 Soil investigations and related reports (analisi geologica e geotecnica), per Italian law DM 14.01.2008, D.Lgs.152/2006 and Circ.Min.LL.PP. 02/02/2009 n. 617

3.1.3 Soil analyses and related evaluation (analisi geoambientale del sito per la gestione delle terre e rocce da scavo), IAW “D.M. n.161 del 10 Agosto 2012” and “Legge n.98 del 09 Agosto 2013”. Contractor being the waste material generator shall provide the waste manifest to US Government representative. All current contract requirements will remain in force as necessary.

3.1.4 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.

3.1.5 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.

3.1.6 Inspection and evaluation of the existing building structure to determine potential earthquake, blast hazards and determine the seismic upgrading requirements in accordance with current Italian NTC 14 Gennaio 2008 art.8 and US norms. The analysis, in two copies, includes all loads, computations, assumptions, and codes on which the design is based

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

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

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

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

3.1.7.4 Foundation plans and details;

3.1.7.5 Floor plans and details;

3.1.7.6 Roof plans and details;

3.1.7.7 Elevations and details;

3.1.7.8 Interior layout plan with various finishing details;

3.1.7.9 Ceiling plans and details;

3.1.7.10 Section and details;

3.1.7.11 Electrical system: All work shall be done in accordance with CEI norms and applicable NEC, NEMA and NFPA standards; particular attention should be given to the following norms: IEC 204-1/EN60204-1, CEI EN61439-1, CEI 11-17, CEI 20-40, CEI 31-35, CEI 64-8, and CEI 64-14.

3.1.7.12 Submission of calculation and final drawings. The final design of the electrical system shall be performed by the Contractor who shall avail himself/herself of authorized engineers as required by the Italian norms. The design shall be performed in compliance with the requirements of the contract specifications and drawings: these are to be considered as indicative, but everything required by these documents shall be included in the project. This shall comply also with all Italian laws and applicable CEI norms, as well as with the applicable USA norms, particularly with NFPA 70 and NFPA 101 codes.

Whenever there is a conflict between the American and Italian norms, the designer shall follow the most restrictive ones. The design of the electrical panel shall be complete with calculations, diagrams, drawings showing the location of the various equipment/devices and of their circuits, the details of their installation and connection, included of auxiliary and power circuits, PLC configuration, working program, terminal strip, wire terminal identification marking list, final technical report and everything else necessary, as required by the Decree n. 37 of 22 January 2008, “Regolamento concernente l’attuazione dell’articolo 11(regulation for the implementation of art. 11) quaterdecies, para. 13, letter a) of law n. 248 of 2 December 2005, pertaining to the reorganization of the norms on the installation of systems inside buildings, and norms CEI 0-2 shall apply. The Engineering Services Branch is available to provide all available data to the appointed engineer for a correct performance of the design.

However, the appointed engineer shall ascertain all current conditions of the systems and of the electrical loads connected to them, as well as all measurements to be taken on the work site for taking all data necessary for a correct determination of the systems dimensions. All additions, modifications and integrations to the contract drawings necessary for a complete and correct performance of the electrical systems shall be part of the design. Any variations from the requirements of the specifications and drawings in the choice of the materials and equipment, deriving from the final design, shall be highlighted in the technical report and will be evaluated adequately by the Engineering Service Branch of the DPW without any additional expense. The project shall consist of plans standard format ISO 216 A1 and of all necessary reports and calculations, all stamped and signed by engineers enrolled in their respective professional rolls. After their completion, all documents will be reviewed by the Engineering Services Branch of the DPW, who will notify the project acceptance or will provide the list of the necessary integrations and modifications through the COR. The final version of the drawings shall be provided, in addition to a signed copy on reproducible material (polyester), also on electronic support (CD) by AutoCAD 15 program or subsequent or compatible versions.

Additionally the Contractor shall provide the PLC program backup included of source code and the technical user manual.

3.1.8 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.

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

3.1.9.1 Detailed description of all works to be accomplished;

3.1.9.2 Method of accomplishment;

3.1.9.3 Materials and finishes; and

3.1.9.4 Reference to norms and laws in force.

PART 4

SPECIFIC TASK CONSTRUCTION

4. GENERAL. All work shall be done in accordance with CEI norms and applicable NEC and NEMA standards; Italian Ministry of Defense and UTIS and US norms for indoor ranges (DT-P1 2005 and updates and AR/DA PAM 385-63 and updates).

4.1 SPECIFIC TASK BASE CONTRACT CONSTRUCTION:

BULLET TRAP: Bullet trap shall be metal inclined plane, energy absorption type and will have the following typical configuration: same type design as the Caserma Del Din Indoor range.

An example of bullet trap realization that meet the requirements is the bullet trap installed at the Caserma Del Din range; it can be visited at the bidding site visit. The bullet trap will be four lanes wide. The trap will extend further back 2 meters into the existing storage area behind the bullet trap in order to allow a full 25 meter target distance. The bullet trap shall be

3rd Category that is for weapons which, together with the worn ammunition, develop an initial kinetic energy from 130 kgm to 350 kgm. The bullet trap shall withstand the new 5.56mm EPR round DODIC m588A1; all the steel used for this project shall be ballistic steel AR500 quality minimum thickness 10mm with Brinell hardness greater or equal to 500 Brinell. All the bullets incident on said planes, after being deformed and/or crushed, they are conveyed towards the foam media storage.

Bullet trap walls will be the same ballistic quality steel as the rest of the build.

Baffles shall be above the bullet trap area to provide protection to lighting and all other utilities; baffles shall be shaped and installed so as to deflect all the rounds toward the bullet trap rubber foam media storage, the maximum impact angle shall be ≤ than 30°.

Rubber foam media shall comply with the fire category 1 or equivalent Euroclass applicable as per the Italian regulation DT-P1 2005.

The rubber foam media shall totally absorb the energy of the bullets; it is based on the principle that if the bullets after the impact with the bullet trap are not deformed, lead powders cannot form and, therefore, is also insured environmental security.

4.2 FLOOR: Remove linoleum flooring and replace with new. Seal all joints and seams to prevent unburnt powder to collect under flooring. Remove ballistic rubber tiles and clean them. Replace damaged ballistic tiles. Extend ballistic tiles to the front of the bullet trap metal fitting to the concrete floor which was moved two meters back. The installation of the linoleum flooring will be after the Italian Army Commission certifies the range..

4.3 CEILING: Remove all damaged material and replace with new to include covering metal material with rubber ballistic tiles. Paint ceiling light blue.

4.4 LIGHTING: Lighting shall provide 600 to 900 LUX on the target face. Move target lighting as needed to meet the DT-P1 2005 requirements.

4.5 WALLS: Remove all damaged wood surfaces and replace with new. At the angled walls which form a funnel to the bullet trap, remove existing wood and place ballistic steel over the existing steel. New steel quality shall be ballistic steel AR500 quality minimum thickness 10mm with Brinell hardness greater or equal to 500 Brinell. Purpose is to withstand the new 5.56mm EPR round M588A1 DODIC AB057. The angle wall will butt against new bullet trap and will continue with steel walls to the end of bullet trap. Paint down range walls.

4.6 TARGET SLED SYSTEM: Extend the rail and support system to allow the target sled to travel to 25 meters from the firing line. Install new cables and repair damaged sections of the rails, copper leads and electrical connections. Program computer to allow the distance of 25 meters.

PART 5

APPLICABLE PUBLICATIONS

5. APPLICABLE PUBLICATIONS (CURRENT EDITIONS)

5.1 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 attività del Genio Militare”.

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

Certifications) and related updates.

• Italian “Decreto Legislativo 9 Aprile 2008 update Novembre 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 update

• 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 D.Lgs. N.152 dated 3 Apr. 2006 “Norme in materia ambientale”.

• “D.M. n.161 del 10 Agosto 2012” and “Legge n.98 del 09 Agosto 2013”.

• DT-P1 2005 and updates

• AR/DA PAM 385-63 and updates

• UNIFIED FACILITY CRITERIA (UFC) 3-200-01 DATED 20 June 2005

“GENERAL BUILDING REQUIREMENTS”;

• 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

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