W58D2M23R0002 RFP_Maint and Repair of Fences_20230810.pdf

0011923717

--Maintenance and Repair of Fences, USAG- Italy, DMC, 414th Contract Support Brigate (CSB), Regiional Contracting Off ice-Italy (RCO), Sub-Office Livorno

-- The magnitude of this contract is betw een $500,000 (Euro 532,992.22) and $1,000,000 (Euro 938,100.00) (Rate used: $1 = Euro 0.9881) .

This is a Firm- Fixed Price (FFP) single aw ard Requirements contract. Period of Perforamnce is one base year ( tw elve months) and four option years and includes an option to extend service for six months.

-- Funds w ill be obligated upon issuance of each Task Order dur ing the period of performance.

SONIA ZANOBINI 39-050-54-8364

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

10-Aug-2023

(RFP)

(IFB)

X

CALL:

Maintenance and Repair of Fences, USAG-Italy, DMC

B. TELEPHONE NO. ( Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442- 101 STANDARD FORM 1442 (REV. 4-85)

Presc ribed by GSA

FAR (48 CFR) 53.236-1( e)

11. The Contractor shall begin perf ormance w ithin _______10 calendar days and complete it w ithin ________ calendar days after receiving aw ard, X notice to proceed. This per formance per iod is X mandatory, negotiable. (See _________________________Section F

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

YES X NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to per form the w ork required are due at the place specified in Item 8 by ___________ local time ______________11 Sep 2023 (date). If this is a sealed bid solicitation, of fers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, X is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in f ull text or by reference.

D. Off ers providing less than _______120 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

414TH CSB RCO I TALY SUBOFFICE LIVORNO

VIA AURELIA, ED IFI CIO 5131

ZONA DEPOSI TO

56128 TIRRENIA (PISA)

W58D2M

PAGE OF PAGES

1 OF

CODE

(Ti tle, identi fying no., date):

12B. CALENDAR DAYS

12:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

ES-00057-3P

8. ADDRESS OFFER TO (If Other Than Item 7)

+39-050-54-8289FAX:TEL: +39-050-54-8365/4 TEL: FAX:

W58D2M23R0002 119

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued)

(Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to per form the w ork required at the prices specified below in strict accordance w ith the terms of this solicitation, if this off er is accepted by the Government in w riting w ithin ________ calendar days after the date off ers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required perf ormance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The of feror acknowledges receipt of amendments to the solicit ation -- give number and dat e of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or pr int)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherw ise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. ( Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Cont ractor is not required to sign this document. ) document and return _______ copies t o issuing office.) Cont ractor agrees Y our of f er on t his solicit ation, is hereby accept ed as t o t he items listed. This award con-t o f urnish and deliv er all item s or perf orm all work, requisitions identif ied sum mates the contract , which consists of (a) the Gov ernm ent solicit ation and on this f orm and any continuation sheet s f or t he consideration st ated in this y our of f er , and (b) this cont ract award. No f urther contractual document is cont ract. The rights and obligat ions of t he parties to this cont ract shall be necessary.

gov erned by (a) t his contract award, (b) t he solicitat ion, and (c) the clauses, representat ions, cer tif icat ions, and specif ications or incorporated by ref er-ence in or at tached to t his contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0001 10 Each Replacement of fence posts with support, FFP foundation and accessories (tension rod, swivl, etc.) including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work FOB: Destination

PURCHASE REQUEST NUMBER: 0011923717

PSC CD: Z2PZ

ESTIMATED

NET AMT

UNIT UNIT PRICE ESTIMATED AMOUNT

0002 5 Each Replacement of corner posts with support

FFP

and foundation including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0003 5 Each Replacement of top post support

FFP

including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

0004 200 Linear Meter

Replacement of barbed wire and

FFP

concertina wire including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

0005 300 Linear

Replacement of barbed wire only including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

0006 300 Linear

Replacement of concertina wire only including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

0007 200 Linear

Replacement of chain link fence wire and possible complete fence grounding including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

0008 200 Linear

Construction of concrete curbs between the poles dimension 20cm x 20cm including excavation including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

1001 10 Each OPTION Replacement of fence posts with support, FFP foundation and accessories (tension rod, swivl, etc.) including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

1002 5 Each OPTION Replacement of corner posts with support

FFP

and foundation including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

1003 5 Each OPTION Replacement of top post support

FFP

including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

1004 200 Linear

OPTION Replacement of barbed wire and concertina wire including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

1005 300 Linear

OPTION Replacement of barbed wire only including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

1006 300 Linear

OPTION Replacement of concertina wire only including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

1007 200 Linear

OPTION Replacement of chain link fence wire and possible complete fence grounding including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

1008 200 Linear

OPTION Construction of concrete curbs between the poles dimension 20cm x 20cm including excavation including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

2001 10 Each OPTION Replacement of fence posts with support, FFP foundation and accessories (tension rod, swivl, etc.) including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

2002 5 Each OPTION Replacement of corner posts with support

FFP

and foundation including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

2003 5 Each OPTION Replacement of top post support

FFP

including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

2004 200 Linear concertina wire including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

2005 300 Linear including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

2006 300 Linear including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

2007 200 Linear possible complete fence grounding including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

2008 200 Linear the poles dimension 20cm x 20cm including excavation including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

3001 10 Each OPTION Replacement of fence posts with support, FFP foundation and accessories (tension rod, swivl, etc.) including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

3002 5 Each OPTION Replacement of corner posts with support

FFP

and foundation including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

3003 5 Each OPTION Replacement of top post support

FFP

including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

3004 200 Linear concertina wire including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

3005 300 Linear including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

3006 300 Linear including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

3007 200 Linear possible complete fence grounding including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

3008 200 Linear the poles dimension 20cm x 20cm including excavation including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

4001 10 Each OPTION Replacement of fence posts with support, FFP foundation and accessories (tension rod, swivl, etc.) including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

4002 5 Each OPTION Replacement of corner posts with support

FFP

and foundation including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

4003 5 Each OPTION Replacement of top post support

FFP

including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

4004 200 Linear concertina wire including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

4005 300 Linear including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

4006 300 Linear including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

4007 200 Linear possible complete fence grounding including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

UNIT UNIT PRICE ESTIMATED AMOUNT

4008 200 Linear the poles dimension 20cm x 20cm including excavation including safety cost in accordance with paragraphs 3-3 & 4 of Statement of Work

Section C - Descriptions and Specifications

STATEMENT OF WORK

DEPARTMENT OF THE ARMY

UNITED STATES ARMY GARRISON ITALY – DARBY MILITARY COMMUNITY

PUBLIC WORK OFFICE

APO AE 09613

PROJECT # ES-00057-3P

MAINTENANCE AND REPAIR OF FENCES,

USAG-ITALY, DMC

INDEX

SECTION I - GENERAL REQUIREMENTS…………………………………....page 1 SECTION II - QUALITY CONTROL BY CONTRACTOR..................................page 6 SECTION III - DESCRIPTION OF WORK……………………………………….page 10 SECTION IV - TECHNICAL SPECIFICATIONS...................................................page 11

ATTACHMENT I - MINIMUM SAFETY/SECURITY REQUIREMENT

AMMUNITION STORAGE AREA ………………………………page 17

- DRAWING

W58D2M23R0002

SECTION I - GENERAL REQUIREMENTS

1-1 WORK PHASING.

a. Work Schedule.

Whenever the nature of the contract and the work location are such that the work is to be performed in an area assigned to activities and services that cannot be interrupted, work shall be scheduled with concurrence of COR in such a manner as to cause the least possible inconvenience to the normal operations of mentioned activities and services. Contractor shall submit their proposed work schedule to the COR at the time of the pre-construction conference. Work start shall be contingent upon schedule approval.

b. Utilities Cut-Offs.

As a rule, cut-off of power and other utilities (water, sewage, heating system, etc.) is not allowed.

All temporary connections necessary to ensure continuous power distribution shall be provided.

If cut-offs are necessary, they shall not exceed the period of time strictly needed to make the temporary connections. Cut-off shall be scheduled with the COR not less than 15 days ahead of time.

c. Alarm, Telephone and Televisions Systems.

Deenergizing of alarm, telephone and television systems is strictly prohibited. Should these systems, which may not appear on the drawing interfere with the contract work, they shall be temporarily diverted and fed by means of temporary connections to be adequately protected.

Written approval must be obtained from COR prior to doing any temporary work.

d. System Reactivating.

At the completion of the work, all existing systems, including water, electrical and heating systems, shall be reactivated and placed in their original locations.

e. Temporary Protections.

Floors, carpets, and equipment that cannot be removed shall be adequately protected by temporary tarpaulins to be furnished and installed at no cost to the US Government. In addition, temporary protections shall be furnished and installed in some particular areas so as to allow performance of activities that cannot be interrupted or transferred. Also, the Contractor shall be responsible for removing, protecting, and reinstalling all furniture, shelves and furnishings that may interfere with the work course. A wrong or no evaluation of all requirements specified above does not constitute grounds for a request for additional compensation.

1-2 JOBSITE CLEAN UP AND DUST CONTROL.

The contractor shall have sufficient trash/waste bins on site and shall clean the worksite so that all discarded materials, debris and trash are placed in these bins at the end of each workday, and not left or allowed to accumulate anywhere else on the jobsite. These waste bins shall not be allowed to overflow with debris and shall be emptied as soon as they become full. Haul roads shall be watered sufficiently to prevent excessive dust. The work area shall be swept regularly to prevent accumulation of debris. Equipment, construction materials and excavated soil shall be stored in a safe and orderly manner on the jobsite, in accordance with the contractor's approved area use plan.

1-3 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT.

The contractor is considered the waste generator of all salvage, re-usable, re-cyclable and disposable materials derived from the demolition and removal works included in this contract and shall handle these materials as hereinafter indicated.

a. Salvage Material.

All salvage end items that the COR will have considered in good operating conditions shall be disassembled without damage, cleared of all dirt and scaling and then transported to the DPW Warehouse, Building 5156, Depot, where they shall be handled over undamaged.

b. Re-usable Material.

End items removed during contract accomplishment which cannot be re-utilized in future construction but which still have a commercial value shall be delivered to the DRMO, through DD Form 1348-1a. This material includes, but it is not limited to, canvas, textile consisting of scrap clothing, scrap aluminum including doors, windows and frames, copper, brass, bronze, and stainless steel, cables, electric motors, light and heavy metals in different sizes and thicknesses that the DRMO contractor can handle (3-4 m long), electrical and electronic equipment, and kitchen appliances. All the above material must be free of hazardous property and need to be segregated. The scraps generated in the Supply & Maintenance Area shall be transported to the DRMO yard only on Monday and Tuesday from 08:00 am to 15:00 pm by appointment through the COR. The scraps generated from other installations must be kept in place. DRMO will arrange the removal. However, the contractor shall request a pre-inspection of the material by DRMO through the COR.

c. Recyclable Material.

All construction and demolition recyclable waste material shall be delivered to authorized treatment facilities by the contractor.

d. Special Waste.

All special waste, either hazardous or not hazardous, shall be delivered by the contractor to authorized disposal facilities.

e. Waste Storage.

Construction and demolition waste shall be stored in waste specific containers provided by the contractor. Containers will be in good conditions, free from severe rusting, bulging, or structural defects. Containers shall be placed in area identified by COR. Containers shall be removed once full or on COR’s decision.

f. Certificates and Authorizations.

Recyclable Materials.

As regards to recyclable materials, the Contractor shall submit copy of the authorization of the treatment facility which they are delivered to and will certify that waste have been removed in compliance with applicable law requirements.

Disposable Materials.

As regards to material delivery to disposal facilities, the contractor will provide the COR and DPW Environmental Office with copies of the following documents:

Authorization to transport construction and demolition waste;

Authorization of the landfill;

4th copy of Formulario di Identificazione del Rifiuto.

Waste Manifest.

All transported waste will be accompanied by the Formulario di Identificazione del Rifiuto (waste manifest) to ensure a complete audit trail from point of origin to ultimate disposal. The waste manifest must be completed in quadruplet, all dated and signed by the waste generator and countersigned by the transporter. The first copy of the manifest will remain with the waste generator; of the remaining three copies, (countersigned and dated by the receiver), the second copy will remain with the transporter, the third copy will remain with the receiver, and the fourth copy must be returned by the transporter to the waste generator within 3 months of delivery of the waste to the disposal/treatment facility.

g. Costs.

All operations included in this paragraph shall be carried out by the contractor with no additional cost to the US Government.

1-4 AUTHORIZATION FOR INSTALLATION OF MATERIAL AND EQUIPMENT.

Before installing any material or equipment mentioned in the specifications, approval shall be obtained from the COR. Contractor shall submit material samples, shop drawings, manufacturer's literature, etc., to the COR 10 days prior to installation and shall proceed with installation only after receiving written approval from the COR. All material installed without COR's approval shall be removed.

The COR approval of submittals shall not be construed as a complete check, but will indicate that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist.

1-5 CONTRACTING OFFICER'S REPRESENTATIVE TITLE ABBREVIATION.

The terms COR and "Direzione dei Lavori" used in the Italian version of these specifications (if provided) are equivalent to the American term "Contracting Officer's Representative," which in the English version is indicated by the letters COR.

1-6 DIGGING PERMIT.

The Contractor shall obtain a digging permit for all work areas affected by this contract (to ensure that all the as-built information for underground services is received). This permit and related drawings must be received by the Contractor prior to starting any work. After receipt of the digging permit, the Contractor shall immediately notify, in writing the Contracting Officer of the permit receipt. The Contractor will be held responsible for any damages caused to existing services, as indicated on the digging permit and related drawings, and will repair such damages at their own expense. In any case before excavating, Contractor shall always perform a survey with an Underground Cables and Pipes Locator.

1-7 ANTI-TERRORISM TRAININGS AND SECURITY POLICY.

The Contractor shall comply with the following security requirements:

a. AT Level I Training.

As required under clause 252.204-7004

b. OPSEC Training.

All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas must complete OPSEC training prior to issuance of Installation Access Passes. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or to the contracting officer if a COR is not assigned, within 10 calendar days after completion of training by all employees and subcontractor personnel. Certificate is valid for 1 year and training must be redone before the expiration date. OPSEC training is available at the following website:

https://securityawareness.usalearning.gov/opsec/index.htm.

c. iWATCH Training.

The contractor and all associated sub-contractors must brief all employees requiring access Army installations, facilities and controlled access areas on the local iWATCH program prior to issuance of Installation Access Passes. 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.

The contractor shall submit a declaration of training completion for each affected contractor employee and subcontractor employee to the COR or to the contracting officer if a COR is not assigned, within 10 calendar days after completion of training by all employees and subcontractor personnel. Training must be annually renovated.

d. Access and general protection/security policy and procedures.

The Contractor shall obtain entry passes for each employee. The Contractor shall inform their 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 access and 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 processes.

1-8 ENVIRONMENTAL POLICY.

The USAG Italy implements an EMS in accordance with EO13693, ISO 14001:2004(E), DoD, and IMCOM requirements. An EMS is an overall management system that includes organizational structure, planning activities, responsibilities, practices, procedures, processes and resources for developing, implementing, achieving, reviewing and maintaining the environmental policy of an organization. The USAG Italy EMS is designed to ensure that all personnel, including contract personnel, whose work activities can cause real or potential significant environmental impact, are aware of how their work supports the EMS and are competent to perform their roles, responsibilities and authorities while supporting the USAG Italy mission. Contractors and their personnel are required to be aware of, and comply with, the USAG Italy Environmental policy and legal and other requirements when performing work at an installation.

The contractor will provide the following information semi-annually to be used by the Government to address environmental performance relative to the goals of the USAG Italy Environmental Management System. Please note that the amounts reported are those used/generated by the contractor regardless of source (private purchase or government furnished). Reports for January

– June will be submitted by 15 July and reports for July-December will be submitted by 15 January each year.

Media Report Element #1 Report Element #2

Non-Hazardous Solid Waste Total Waste Generated (Kg) Amount of Waste Diverted from Landfill (Kg)

Construction Debris/Demolition Materials

Total Waste Generated (Kg) Amount of Waste Diverted from Landfill (Kg)

Compostable/Organic Material

Total Waste Generated (Kg) Amount of Waste Diverted from Landfill (Kg)

Hazardous Materials Total Used (Kg) Hazardous Waste Total Generated (Kg) Total Recycled (Kg) Energy Consumption - Electricity

Total Energy Consumed (MBtu)

Energy Consumption - Fuel Total Fuel Consumed (L)

Renewable/Alternative Energy

Total Consumed (MW)

Facility Construction/Renovation

Number of Buildings LEED Certified Silver or Higher

SqFt of buildings LEED Certified

1-9 COMPLIANCE WITH LAWS, REGULATIONS, CRITERIA

All construction works shall be performed in full accordance with applicable Italian and United States laws, regulations, codes, whichever is more restrictive at contract award date.

SECTION II - QUALITY CONTROL BY CONTRACTOR

2-1 GENERAL.

The Contractor shall establish and maintain an effective quality control system to implement the requirements of contract clause entitled "Inspection of Construction". The quality control system shall comprise plans, schedules, and organization necessary to provide materials, equipment, workmanship, manufacture, construction, and operations which comply with contract requirements and shall identify personnel and forms to be used. The system shall cover construction operations, both indoors and outdoors, and shall be in accordance with the proposed construction sequence.

2-2 PERIODIC PERFORMANCE MEETING.

The contracting team reserves the right to conduct periodic performance meetings, these may be requested by either party but will not be more frequent than quarterly unless correcting a significant deficiency related to performance.

2-3 QUALITY CONTROL PLAN (QCP).

a. Prior to starting the construction, the Contractor shall furnish their QCP through the COR to the Contracting Officer for acceptance. Construction will be permitted to begin only after acceptance of the QCP or approval of that portion of the plan applicable to the particular feature of the work to be started. The QCP proposed by the Contractor shall identify personnel, procedures, instructions, records and forms, and, as a minimum, shall include:

- A description of the quality management organization.

- The names, qualifications, duties, responsibilities, and authorities of each person assigned a quality control (QC) function.

- A copy of the letter to the QC manager, signed by an authorized official of the firm, which describes the responsibilities and delegates the authorities of the QC manager.

- Procedures to perform QC over other activities including subcontractors, manufacturers, and suppliers.

- Control testing procedures for each specific test.

- Reporting procedures for QC including proposed reporting formats.

b. After approval of the QCP the Contractor shall notify the Contracting Officer in writing of any proposed change to the QCP. Proposed changes are subject to acceptance by Contracting Officer.

c. The acceptance of the QCP is conditional and will be predicated on a satisfactory performance during the construction. If it is determined that the QCP, personnel, instructions, controls, tests or records are not providing a construction conforming to contract requirements, the Government will reserve the right to require the Contractor to make changes in the QCP and operations, as deemed necessary to obtain the specified quality. Any changes required to the plan will be made at no cost to the Government.

2-4 QUALITY CONTROL ORGANIZATION.

a. The Contractor shall identify an individual within their organization at the site of the work who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor.

b. A staff shall be maintained under the direction of the system manager to perform all QC activities. The personnel of the QC staff shall be fully qualified by experience and technical training to perform their assigned tasks and shall be directly hired by and work for the prime Contractor.

2-5 SUBMITTALS.

a. The Contractor shall develop procedures for purchasing materials and equipment, subcontracting, and processing shop drawings, samples, certificates, and other submittals. This procedure shall include the establishment of responsibilities to assure, at each level, adequate review and approval, timely delivery including verification procedures, and proper storage. Submittals of the shop drawings and/or manufacturer's data shall be, as specified, in accordance with contract clauses entitled "Materials and Workmanship" and "Shop Drawings."

b. Actions shall be taken to ensure that only materials and equipment which comply with contract requirements are purchased and delivered to the job site or used in off-site fabrication, unless specific deviations are approved, as specified hereinafter. The COR may request a copy of the document of transportation of the provided material.

c. The Contractor shall review the contract requirements and verify that submittals are confirming to contract compliance. Within 10 days after receipt of notice to proceed, the Contractor shall submit a submittal control document listing and scheduling all submittal items required in the contract. This document shall be in duplicate and shall be addressed through the COR to the Contracting Officer. The control document shall include such items as construction schedules, monthly progress reports, shop drawings, manufacturer's literature, certificates of compliance, material samples, and guarantees. The document shall schedule for each item the dates of submittals. The scheduling of submittals shall be coordinated with the approved progress schedule; the information contained therein shall be reviewed and updated at each schedule update. Adequate time shall be allowed to the US Government for approval of submittals. The Contractor shall review the listing at each progress schedule update and copies of updated documents shall be submitted through the COR to the Contracting Officer in the specified quantity.

d. The CQC organization shall be responsible for certifying that all submittals are in compliance with the contract requirements. Submittals to the Contracting Officer without evidence of the certification will be returned for resubmission.

e. The Contractor shall submit copies of all submittals through the COR to the Contracting Officer.

f. Delays in the approval process shall not be the basis for consideration of a time extension when such delay is the result of the Contractor's failure to make proper and timely submittal, or make corrections in accordance with the specifications or the Contracting Officer's comments, or is a result of a resubmittal which is required because of an unsatisfactory original submittal. Approval action by the Contracting Officer will not relieve the Contractor of their responsibility for compliance with the contract but will indicate only that the general method of construction and detailing is satisfactory.

g. All proposed deviations from contract requirements shall be submitted in writing for approval by the Contracting Officer.

2-6 TESTS.

The Contractor shall perform tests as specified and approved in the QCP to verify that control measures are adequate to provide a product which conforms to contract requirements. The Contractor shall procure the services of an industry recognized testing laboratory, or he may establish an approved testing laboratory at the project site. A list of tests which Contractor believes necessary shall be furnished to the COR in the QCP. The list shall give the test name, specification paragraph containing the test requirements, and the personnel and laboratory responsible for each type of test.

The Contractor shall perform the following activities and provide the following data:

- Verify that the testing procedures comply with contract requirements.

- Verify that facilities and testing equipment are available and comply with testing standards.

- Check test instrument calibration data against certified data.

- Verify that recording forms including all pertaining documentation have been prepared.

The Contracting Officer reserves the right to check laboratory equipment in the proposed laboratory for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques.

The Contracting Officer reserves the right to utilize the Contractor's control testing laboratory and equipment to make assurance tests and to check Contractor's testing procedures, techniques, and test results at no additional cost to the Government.

2-7 DEFECTIVE WORK.

The Contractor shall not build upon or conceal a defective work.

2-8 DOCUMENTATION.

The Contractor shall maintain current records, on an appropriate form, of quality control operations, activities and tests performed including the work of suppliers and subcontractors. These records shall include factual evidence that the required activities or tests have been performed, including but not limited to the following:

- Type and number of control activities and tests involved.

- Results of control activities or tests.

- Nature of defects, causes for rejection, etc.

- Proposed remedial action.

- Corrective actions taken.

These records shall cover both conforming and defective or deficient features and shall include a statement saying that supplies and materials incorporated in the work comply with the contract.

Legible copies of these records shall be furnished to the COR weekly. The records shall cover work performed during the time period for which the records are furnished and shall be verified by persons designated by the Contractor.

SECTION III - DESCRIPTION OF WORK

3-1 STATEMENT OF WORK. Furnish all plant, labor, equipment, and transportation necessary for the accomplishment of the work described in these specifications and shown on attached drawings, both of which are an integral and binding part of the contract. The above operations shall be performed in the Darby Military Community that consists of the following installations:

- Camp Darby

- Leghorn Depot Supply and Maintenance Area

- PASA Area

- LTA Area

3-2 DESCRIPTION OF THE WORK.

The Contractor shall perform the maintenance and repair of interior and exterior fences in accordance with Italian Laws and UFC 4-022-03.

Work shall be performed in a methodical and orderly way and in case of interference with occupants’ activities, work performance shall be scheduled jointly to Contracting Officer Representative (COR), in order to cause the minimum inconvenience both to occupants and Contractor. At the end of each working day, the conditions of the external fence shall, at any time, ensure the necessary security of each installation against any intrusion.

Only for maintenance and/or repairing works concerning the ASA perimetral fence, north side along via Pisorno, Contractor shall obtain, at their own care and expense, the working permit on public property by the Comune di Pisa proper offices. Copy of authorization shall be delivered to COR at least two days before the work starting date".

3-3 TASKS.

Replacement of fence posts with support, foundation, and accessories (tension rod, swivel, etc...) including safety cost. Estimated 10 each every year

Replacement of corner posts with support and foundation including safety cost. Estimated 5 each every year

Replacement of top post support including safety cost. Estimated 5 each every year Replacement of barbed wire and concertina wire including safety cost. Estimated 200 LM every year Replacement of barbed wire only including safety cost. Estimated 300 LM every year Replacement of concertina wire only including safety cost. Estimated 300 LM every year Replacement of chain link fence wire and possible complete fence grounding including safety cost. Estimated 200 LM every year Construction of concrete curb between the poles dimension 20cm x 20cm including excavation including safety cost. Estimated 200 LM every year

SECTION IV- TECHNICAL SPECIFICATIONS.

4-1 TECHNICAL REQUIREMENTS

REMOVAL OF DAMAGED FENCES

During the replacement of the damaged fence, foundations of the existing poles shall be removed from the ground and taken to a public dump chosen by Contractor. He will provide the COR with copies of the following documents:

- Authorization to transport construction and demolition waste;

- Authorization of the landfill;

- 4th copy of Formulario di Identificazione del Rifiuto.

All the ferrous material resulting from the work execution shall be dumped, at Contractor’s care & expense, in the areas shown by COR inside Camp Darby area. Contractor shall eliminate the hazard created by sharp material (concertina & barbed wire) by packing it with industrial metal strips so to avoid that this dangerous material could unwind inside the cited dumper areas. All disposal cost, licenses and permits for this work is the responsibility of the Contractor. Finally, all holes left on the ground shall be filled with soil.

FENCE REPLACING PHASES

Fencing shall be replaced as indicated on the enclosed drawing. Contractor shall:

- Remove the old fence, including tension wire, barbed wire and concertina.

- Total removal of support posts, concrete basement included.

- Demolish and remove the curb or foundations in the concerned place.

- Excavation for post bases.

- Furnish and install new hot zinc coated steel support posts, including barbed wire outriggers and concertina, bracers, corner posts and stretchers. Included are labor and material for construction of post bases.

- Furnish and install hot zinc coated steel tension wire, as shown on the drawings.

- Furnish and install new chain link wire mesh and concertina.

- Furnish and install wire mesh, concertina, hot zinc coated barbed wire and tie wire, as indicated on the drawings.

- Furnish and install steel blocks for fence anchorage to the ground. Three anchors shall be installed between posts, as shown on the drawings.

- Clean and backfill the ground, including backfilling of old foundation holes.

- Furnish and install material necessary for fence grounding wires for lightning strikes.

EXCAVATION AND LEVELING.

- Ground leveling. Prior to starting the new fence installation, the ground shall be accurately leveled lengthwise, between each pair of consecutive posts, so as to obtain an even lay surface. When the anchors have been installed, the fence bottom shall not be in contact with the ground, but it shall hang from 2 to 5 cm. above it.

- Excavation for post bases and other concrete-embedded items shall be of the dimensions indicated. Waste material from excavation shall be spread where directed by the COR.

Post base holes shall be cleared of loose material.

POST SETTING

- Concrete foundations shall be poured in place directly in the ground, without interposition of forms of any type. Foundations shall be thoroughly compacted so as to be free of voids and to improve the connection with the ground. Posts shall be set plumb and true to line.

Concrete shall cure a minimum of 72 hours before any further work is done on the posts.

The posts shall be filled with concrete, unless their tops have been closed with welded and galvanized steel covers.

BRACING.

- Reinforced line posts and corner posts shall be braced with horizontal compression members securely attached to posts and with hot galvanized tension rods with turnbuckles.

Corner posts shall be braced in both directions. A braced post shall be installed wherever indicated on the drawings.

GALVANIZED SUPPORT ARMS

- It shall be installed so as to accommodate the barbed wires and the concertina; the arms shall be welded to the post external side, as indicated on the drawings.

TENSION WIRES

- It shall be installed prior to erection of chain-link fabric and shall be pulled taut. Tension wires shall be installed as shown on drawings.

FABRIC

- It shall be installed on the posts external side. It shall be pulled taut and secured to the top middle and bottom wires at intervals of no more than 60 cm on centers and to the intermediate posts at intervals of no more than 60 cm. on centers with wire ties.

BARBED WIRE

- It shall be installed on support arms above the fabric. The method of securing wire shall be positive and complete at each contact. Each strand shall be pulled taut and securely fastened to the support arms by wire ties.

ANCHORS

- The fence bottom shall be fastened to the ground by 100 cm long steel anchors driven into the ground. The anchors shall consist of 14 mm diam. steel bars FEB 38K with four 3 mm thick sheet metal discs welded to the bars. The discs shall be spaced as indicated on the drawings and shall be of the following diameters from the bottom upwards: 42, 55, 68, 81

mm. diameter steel rod and shall lock the bottom wire and one fabric mesh.

WELDING

- Welding of support brackets, stirrups, plates and any other items to the supporting posts shall be previously performed before hot galvanizing.

FENCE GROUNDING

- The wire mesh shall be grounded at the two sides of each gate and of each fence section where the mesh is intersected by overhead electrical lines. The two rods at the sides of gates shall be interconnected by 25 sq. mm. annealed copper conductor laid in a trench 60

cm. below ground level. The gate ground rods shall be of copper plated steel, 19 mm.

diameter, 450 cm. long. Two sections of 25 sq.mm. annealed copper conductor of different lengths shall be welded to each gate ground rod. The shorter section of the conductor shall be connected to a post bolt, and from there to a bolt of the gate sash if adjacent. Connection shall be made by 30x4 mm. flexible copper strand jumper. The above-mentioned bolts shall be galvanized, 10 mm. diameter, previously welded to the steel mass so that they are approximately 10 cm. above the ground level. The longer section of the conductor shall be connected to the three tension wires and to the three barbed wires. The connection to the post and gate bolts, and to the three tension wires shall be made by pressure type brass cable terminals and connectors. The connection to the barbed wires shall be made in the same way. Grounding rods shall be housed in rectangular pits provided with traffic type covers.

4-2 MATERIAL REQUIREMENTS.

Manufacturer’s standard items shall be furnished insofar as applicable to the type shown on drawings and in accordance with the following:

Concrete Concrete pouring for the work specified in these specifications shall have the following indicative mix unless different requirements are provided:

Fine sand 0.1-2 mm 300 Kg Coarse sand 2-7 mm 600 Kg Crushed rock 7-15 mm 450 Kg Gravel 15-25 mm 450 Kg Cement, class 325 360 Kg Water 210 l

Sand shall be free from slime, and the organic matter contents shall not exceed the limit established by Ministerial Decree 3/6/1968.

Concrete shall have the following characteristics:

Lean concrete:

- 28-day characteristic cubic strength: Recommend min. 15 N/mm2

Concrete for structural elements:

- 28-day characteristic cubic strength: Recommend min. 30 N/mm2 (25/30 class–

UNI EN 206)

- exposure class: Recommend E XC1– XC2-UNI EN 206

- water/cement ratio: max 0.60

- aggregates: normal type

- consistency type: S5

- chloride content class: Cl 0.20

Batches Batches shall be prepared and hauled so as to avoid segregation of the components, or a premature start of curing at the time of concrete placement. The casting must be adequately compacted and vibrated. The concrete surface must be kept moist for a minimum 3-day period. Concrete shall not be placed when the temperature is less than 0 degrees C.

Norms. In addition to what specified on the drawings in these specifications, the requirements of law 5/11/1971 and of D.M. 14/1/2008 “Norme Techniche per le Costruzioni” (technical norms for constructions) apply.

Chain-link fabric The wire net shall have a galvanization equal to 360 gr. of zinc/1 mq of effective surface. The dimension of the mesh, of the wire and the height of the net are shown on the enclosed drawing.

Top selvedge shall have twisted and barbed finish.

Steel posts, braces, and gate frames They shall conform to UNI 4148 Medium Series Tubes. Posts, braces and gate frames shall be of the sizes and shapes shown on the drawings. All steel parts, including extension arms, shall be zinc-coated after fabrication with an average coating weight of 400 grams of zinc per square meter of actual surface, in accordance with UNI 5745.

Wires All wires shall be of steel unless as otherwise specified on the drawings, with an average coating of 350 grams of zinc per square meter of actual surface, in accordance with UNI 5744.

a. Barbed wire. Each barbed wire shall consist of two wires, twisting between them, 2,4 mm. diam., with 4 points strands, leveled every 10 cm

b. Tension Wire. Shall be of the size indicated and shall have a minimum tensile strength of 6000 kg per square cm.

c. Tie Wire for attaching fabric to top reinforcing wire and to intermediate posts shall be of size shown on drawings.

NOTE: Certificates indicating compliance with standards UNI 5744 and 5745, issued by the firms that have performed zinc coating, shall be submitted to the COR.

Concertina.

Concertina military galvanized, type blades medium razor; load bearing wire high-strength steel (breaking load 150/160 kg/mmq, anti cutting light tools) with strong galvanization diam. 2,50mm.

galvanized steel blades thickness 0,50 mm. about; blade length 24mm. about; n. 5 clips per spiral.

characteristics of the supporting wire steel wire diameter 2.5 mm wire breaking load kg/mmq 150/160 high strength quantity of zinc wire 200 gr/m2 of zinc app.ly characteristics of blades blades in steel n .2 thickness of steel blades 0,50 mm app.ly blade length 24 mm app.ly distance between blades 15 mm app.ly quantities of zinc blades 140 gr/m2 of zinc strong galvanizing

NOTE: All material will be furnished by the Contractor.

Certificates and the technical specifications related the above materials shall be provided by the Contractor within 15 calendar days from contract award.

Unificazione Italiana:

- UNI 4148-74 Unalloyed steel seamless and welded tubes for gas threads-medium series tubes

- UNI 5745 Hot galvanized of steel pipes

- UNI 5744-66 Hot-applied metal coating-dip coating zinc on ferrous material different articles

4-3 PRESCRIPTIONS.

a. Work time. The work time shall be from Mondays thru Saturday, between 8.15 and

17.00 hrs. Contract works shall not be performed during the Italian and American Holidays (see clause CCE 204-4000)

b. Work schedule. Whenever the nature of the contract and the work location are such that the work is to be performed in an area assigned to activities and service that cannot be interrupted, work shall be scheduled with concurrence of COR in such a manner as to cause the least possible inconvenience to the normal operations of mentioned activities and services.

4-4 SAFETY DURING CONSTRUCTION. The contract is performed under Legislative Decree 81/2008 in particular under Annex XI. The contractor shall take all safety measures necessary to prevent accidents on the work site as set forth by any other applicable part of the same Law. The Contractor shall also provide the COR with a “Piano Operativo di Sicurezza” (operational safety plan). In case a second firm becomes present, the fact shall be notified immediately to the Contracting Officer.

EMERGENCY SITUATIONS. Contractor will maintain the following documentation available and usable at the work site, to be provided by the COR:

- A copy of the Camp Darby Emergency Plan, to which contractor will refer in case of the emergency conditions indicated in the plan itself.

- Base Grid Coordinates layout, with the work site highlighted.

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