SOLICITATION_-_0014.pdf

0010861939

PROJECT NO: E1-3-4J

PROJECT TITLE: Install Lighting Protection System, Bldg 1240.

PROJECT LOCATION: Hunter Army Airfield Georgia.

SET ASIDE: 100% HUBZone.

NAICS CODE: 238210 - Electrical Contractors Other Wiring Installation Contractors.

SIZE STANDARD: $15 Million.

MAGNITUDE OF CONSTRUCTION PROJECT: The estimated value of the proposed w ork is betw een $25,000.00 and $100,000.00.

All w ork shall be completed per Scope of Work, Terms, Conditions, Provisions, Clauses, Draw ings and Specifications.

PREBID MEETING/SITE VISIT: Wednesday, 24 Aug 2016 @ 0900, Bldg 1021, Hunter Army Airf ield, GA - See Section L.

DUE DATE FOR ALL QUESTIONS: Monday, 29 August 2016 BID OPENING: Friday, 16 September, 2016 @ 2:00 P.M.

BONDS: Bid Bond and Payment Bond are required.

X

SEBRENA M. BUTLER (912)767-9033

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

17-Aug-2016

(RFP)

(IFB)

CALL:

Install Lighting Protection Sys, Bldg 1240 (H)

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)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________120 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211.10

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.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________16 Sep 2016 (date). If this is a sealed bid solicitation, offers 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 X is, 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 full text or by reference.

D. Offers providing less than _______60 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

MISSION & INSTALLATION CONTRACTING CMND

MICC-FORT STEWART

976 WILLIAM H WILSON AVE SUITE 100

FORT STEWART GA 31314-3425

W9124M

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

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

E1-3-4J

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

(912)767-2966FAX:TEL: (912)767-8420 TEL: FAX:

W9124M-16-B-0014 59

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 perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers 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 performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

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 otherwise 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 (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this 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

W9124M-16-B-0014

Section A - Solicitation/Contract Form

SPECIAL INSTRUCTION

1. Bidders must complete and return the SF 1442 Front and Back (2 pages) & Section B (Bid Price Schedule), by date/time specified in Block 13A of the SF 1442. FAX will not be accepted.

2. Bidders must acknowledge receipt of all amendments by giving number and date as required in block 19.

3. Bids and Bid Amendments shall be submitted in sealed envelopes or packages and show Solicitation Number, Date, and Time of closing on the OUTSIDE OF THE ENVELOPE.

4. Please enter your CAGE code, Tax ID (TIN) & DUNS in Block 14 of Page 2.

5. Hard Copy of the Bid and Electronic copy on CD shall be hand delivered or mailed to the address in Block 7. The envelope shall be marked IAW FAR Clause 52.214-5 and ATTN Sebrena M. Butler/Mary L. Hightower.

6. MICC-Fort Stewart only receives CERTIFIED mail through the US Postal Service on Mondays and Wednesdays at 1:00 pm EST. Regular Mail sent through the US Postal Service is received daily. Please plan accordingly when submitting your Bid/Offer Packages through the US Postal Service

6. Drawings: H-1910 is associated with this soliciation.

7. Contractors must be registered in the System for Award Management (SAM.gov) under NAICS Code 238210. See FAR 52.204-7 and FAR 52.204-8.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Install Lighting Pro Sys Bldg 1240,HAAF

FFP

Install Lighting Protection System Bldg 1240, HAAF, GA

The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with install lightning protection system complete in strict accordance with specifications and drawings.

FOB: Destination

PURCHASE REQUEST NUMBER: 0010861939

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job Contract Manpower Reporting (CMR)

FFP

The contractor will report All contractor labor hours (Including subcontractor labor hours) required for performance of services provided under this contract for the Department of the Army via a secure data collection site - See Section H.

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

TECHNICAL PROVISIONS

GENERAL

INSTALL LIGHTNING PROTECTION SYSTEM, BLDG. 1240, E1-3-4J

1. DESCRIPTION OF WORK:

1.1 Work to be done: The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with install lightning protection system complete in strict accordance with specifications and drawings. The work includes, but is not necessarily restricted to, the following items.

1.1.1 Install air terminals, lightning conductors, grounding rods for bldg.1240.

1.2 DRAWINGS AND SITE VISITS

1.2.1 The drawings indicate the extent of the general location and arrangement of existing conditions. It is strongly recommended that the Contractor visit the site to determine the complexity of the work and the amount of material required to perform this project. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions provision of the contract.

2. CONSTRUCTION CONSTRAINTS

2.1. Time of Performance

2.1.1 Access to Buildings – All work requiring access to building interiors excluding attics, crawl spaces, etc. and all other work shall be performed between 7:30 a.m. and 4:00 p.m. excluding official holidays, unless otherwise indicated or approved by the Contracting Officer. Requests to work during other than these normal hours shall be made in writing at least 36 hours in advance. For example, a request to work on a Saturday should be made no later than noon on Thursday.

2.1.2 Work Requiring Outages – Work requiring outages of utilities or building systems will be accomplished in accordance with prior approved schedules.

2.2. Outages – The contractor’s work requiring outages of utility or building systems will require 15 day advance notice and will be subject to the approval of the Contracting Officer. Notice shall include type of outage, date, and time outage will commence and estimated duration of outage.

2.3. Continuity – All tools, labor, and materials required to complete any item of work within a given work area or requiring an outage of any building utility or system, shall be available at the site prior to commencement thereof. Once work has commenced on an item of work said work shall be continuously and diligently performed to completion and acceptance.

2.4. Road and/or Railroad Closures – Road and/or railroad closures will require a 15-day advance written notice and be subject to the Contracting Officer’s approval. Notice shall state reason for closure, date and time closure will commence and estimated duration of closure. A sketch shall be provided showing location of closure area and placement of barricades and signs. Closures shall be limited to a maximum of 5 calendar days.

2.5. Entry – Entry to all areas, except the cantonment area, shall be coordinated with

Range Control, Building 8302 (intersection of Highway 144 and Fort Stewart Road 47) and the Provost Marshal’s Office.

2.6. Fire Zone – The contractor is required to provide 72-hour notice to the

Contracting Officer prior to the final programming of the fire zone information at the main fire station.

2.7. Foreign Object Debris (FOD) – The Contractor shall take special precautions to contain Foreign Object Debris (FOD) in and around any runways, taxi ways and aprons.

2.8 Operational Safety on the Airfield during Construction

2.8.1 Contractor shall be responsible for implementing construction – phasing plan included in the Contract Documents.

3. CONSTRUCTION ACTIVITIES:

3.1 Contractor shall submit a Safety Plan and Construction Schedule to the

Contracting Officer’s Representative (COR) 10 days in advance of any construction activities to arrange specific schedule for performing work as required by this Contract.

4. FACTORS AFFECTING PERFORMANCE UNDER THIS CONTRACT:

4.1 The Contractor shall coordinate use of the site for access, staging, and parking with the

Contracting Officer.

4.2 Contractor shall be responsible for limiting access of his employees and subcontractors to the area of work defined in the Contract. Contractor shall not have access to restrooms and amenities such as vending machines unless granted permission by the Contracting Officer.

4.3 Contractor shall maintain haul routes to and from the job sites and the borrow pits, to include the borrow pit. In addition it is the contractor’s responsibility to meet all Local, State and Federal regulations for the operation of a borrow pit. Contractor shall control runoff and erosion on all excavation and backfilling operations.

4.4 FS/HAAF has a mandatory recycling program. Contractors shall recycle construction & demolition debris as required by the Installation's recycling clause, 52.000-4061:

RECYCLING, SALVAGE, AND DISPOSAL OF MATERIALS FORT STEWART AND

HUNTER ARMY AIRFIELD.

4.4.1 The Contractor must provide a copy of landfill scale tickets to their Contracting Officer's

Representative (COR) for all waste disposed of off the Installation. The COR will ensure that copies of the landfill scale tickets are provided to the FSGA Environmental Office.

5. AS-BUILT RECORD DRAWINGS:

5.1 The Contractor shall be responsible for maintaining one set of master/record construction drawing prints on the job site on which he shall keep a neat and accurate record of all deviations from the original contract documents as the work progresses. The contractor is responsible for noting all changes and correction on these master/record construction drawing prints promptly as the changes occur in red ink(redline prints) and note date when these changes occurred, but in no case less often than on a weekly basis. The master/record construction drawing prints which are maintained in red ink shall indicate all the changes and modifications incorporated into the work as well as the following:

5.1.1 Actual locations of all subsurface and concealed utility lines, type of materials used, sizes, etc. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the master/record construction drawings shall show by offset dimensions to two permanently fixed surface features. Valves, splices boxes and similar appurtenances shall be located by dimensions along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

5.1.2 Any shop drawings that constitute part of the design shall be included with the record drawings.

5.2 The master/record (redline construction drawings) prints with corrections, such as field changes and contract modifications, shall be certified by the Contractor as to their correctness and submitted to the Contracting Officer’s Representative for approval.

Once these provisional master/record (redline construction drawing) prints have been approved by the COR, the COR will obtain a compact disc (CD) of computer generated construction drawings from the DPW Engineering Service Division, Building 1114 at Ft.

Stewart or Building 1021 at Hunter AAF, as applicable. The contractor shall then transfer all corrections from redline construction drawing prints to the compact disc (CD) of computer generated construction drawings. Corrections done shall be in MicroStation “.dgn” format. The Contractor shall note on the computer generated construction drawings the words “AS-BUILT” in the revision block with the next revision number to identify any changes made. Also, revision number identification will be placed where any changes were made. The contractor shall then submit AS-BUILT compact disc (CD) of computer generated drawing and one (1) AS-BUILT hardcopy with contractor’s redline corrections to the COR to insure accuracy that all corrections made were transferred from redline construction drawing prints to AS-BUILT hardcopy prints. Once the COR approves the AS-BUILT hardcopy prints the COR will then turn over to DPW/ ESD/ Drafting section for final approval of AS-BUILT compact disc (CD) of computer generated drawings and at this time the Contractor can receive final payment.

6. SECURITY REQUIREMENTS.

6.1 Unless otherwise noted on the attached AT/OPSEC cover sheet all contractor employees, to include subcontractor employees, requiring access to government installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or the Contracting officer (if a COR has not been designated) within 30 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is vailable at the following website: https://atlevel1.dtic.mil/at.

Unless otherwise noted on the attached AT/OPSEC cover sheet the contractor and all associated sub-contractors shall brief all employees on the local iWATCH program.

This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

Contractor and all associated sub-contractor employees shall comply with applicable Installation, facility, and area Commander’s local access and security policies and procedures. If required by this contract, the contractor shall also provide all information for background checks to meet Installation access requirements to be accomplished by installation Provost Marshal 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.

AFZP-FEE FORM 1806 1 Dec 80 (Revised 09-20-12)

SECTION 26 41 00

LIGHTNING PROTECTION SYSTEM

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 81 (2012) Guide for Measuring Earth

Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2014; AMD 1 2013; Errata 2013; AMD 2

2013) National Electrical Code

NFPA 780 (2014) Standard for the Installation of Lightning Protection Systems

U.S. AIR FORCE (USAF)

AFI 32-1065 (1998) Grounding Systems

UNDERWRITERS LABORATORIES (UL)

UL 467 (2007) Grounding and Bonding Equipment

UL 96 (2005; Reprint Sep 2013) Standard for

Lightning Protection Components

UL Electrical Constructn (2012) Electrical Construction Equipment Director

1.2 RELATED REQUIREMENTS

1.2.1 Verification of Dimensions

Confirm all details of work, verify all dimensions in field, and advise Contracting Officer of any discrepancy before performing work. Obtain prior approval of Contracting Officer before making any departures from the design.

1.2.2 System Requirements

Provide a system furnished under this specification consisting of the latest UL Listed products of a manufacturer regularly engaged in production of lightning protection system components. Comply with

NFPA 70, NFPA 780,

and UL 96.

1.2.3 Lightning Protection System Installers Documentation

Provide documentation showing that the installer is certified with a commercial third-party inspection company whose sole work is lightning protection, or is a UL Listed Lightning Protection Installer. In either case, the documentation must show that they have completed and passed the requirements for certification or listing, and have a minimum of 2 years documented experience installing lightning protection systems for DoD projects of similar scope and complexity.

1.3 SUBMITTALS

SD-02 Shop Drawings

Overall lightning protection system.

Each major component.

SD-06 Test Reports

Lightning Protection and Grounding System Test.

SD-07 Certificates Lightning Protection System Installers Documentation.

Component UL Listed and Labeled.

Lightning protection system inspection certificate.

1.4 QUALITY ASSURANCE

In each standard referred to herein, consider the advisory provisions to be mandatory, as though the word "shall" or "must" has been substituted for "should" wherever it appears. Interpret references in these standards to "authority having jurisdiction," or words of similar meaning, to mean Contracting Officer.

1.4.1 Major Components

Submit detail drawings for each major component including manufacturer's descriptive and technical literature, catalog cuts, and installation instructions.

1.4.2 Component UL Listed and Labeled

Submit proof of compliance that components are UL Listed and Labeled.

1.4.3 Lightning Protection and Grounding System Test Plan

Provide a lightning protection and grounding system test plan. Detail both the visual inspection and electrical testing of the system and components in the test plan. Identify (number) the system test points/locations along with a listing or description of the item to be tested and the type of test to be conducted. As a minimum, include a sketch of the facility and surrounding lightning protection system as part of the specific test plan for each structure. Include the requirements specified in paragraph, "Testing of Integral Lightning Protection System" in the test plan.

1.4.4 Lightning Protection System Inspection Certificate

Provide certification from a commercial third-party inspection company whose sole work is lightning protection, stating that the lightning protection system complies with NFPA 780. Third party inspection company cannot be the system installer or the system designer. Alternatively, provide a UL Lightning Protection Inspection Master Label Certificate for each facility indicating compliance to NFPA 780.

Inspection must cover every connection, air terminal, conductor, fastener, accessible grounding point and other components of the lightning protection system to ensure 100% system compliance. This includes witnessing the tests for the resistance measurements for ground rods with test wells, and for continuity measurements for bonds. It also includes verification of proper surge protective devices for power, data and telecommunication systems. Random sampling or partial inspection of a facility is not acceptable.

1.5 SITE CONDITIONS

Confirm all details of work, verify all dimensions in field, and advise Contracting Officer of any discrepancy before performing work. Obtain prior approval of Contracting Officer before changing the design.

PART 2 PRODUCTS

2.1 MATERIALS

Do not use a combination of materials that forms an electrolytic couple of such nature that corrosion is accelerated in the presence of moisture unless moisture is permanently excluded from the junction of such metals. Where unusual conditions exist which would cause corrosion of conductors, provide conductors with protective coatings, such as tin or lead, or oversize conductors. Where a mechanical hazard is involved, increase conductor size to compensate for the hazard or protect conductors. When metallic conduit or tubing is provided, electrically bond conductor to conduit or tubing at the upper and lower ends by clamp type connectors or welds (including exothermic). All lightning protection components, such as bonding plates, air terminals, air terminal supports and braces, chimney bands, clips, connector fittings, and fasteners are to comply with the requirements of UL 96 classes as applicable.

2.1.1 Main and Bonding Conductors

NFPA 780 and UL 96 Class II materials as applicable.

2.1.2 Aluminum Only

Provide aluminum conductors, except where copper conductors are required for connection to equipment.

]2.2 COMPONENTS

2.2.1 Air Terminals

Provide solid air terminals with a blunt tip. Tubular air terminals are not permitted. Support air terminals more than 600 mm 24 inches in length by suitable brace, supported at not less than one-half the height of the terminal.

2.2.2 Ground Rods

Provide ground rods made of copper-clad steel conforming to conform to UL 467.Provide ground rods that are not less than 1 inch in diameter and 10 feet in length. Do not mix ground rods of copper-clad steel or solid copper on the job.

2.2.3 Grounding Plates

Provide grounding plates made of copper-clad steel conforming to UL 96.

2.2.4 Connections and Terminations

Provide connectors for splicing conductors that conform to UL 96, class as applicable. Conductor connections can be made by clamps or welds (including exothermic). Provide style and size connectors required for the installation.

2.2.5 Connector Fittings

Provide connector fittings for "end-to-end", "Tee", or "Y" splices that conform to NFPA 780 and

UL 96.

PART 3 EXECUTION

3.1 INTEGRAL SYSTEM

Provide a lightning protection system that meets the requirements of NFPA 780.Lightning protection system consists of air terminals, roof conductors,down conductors, ground connections, and ground ring electrode conductor. Expose conductors on the structures except where conductors are required to be in protective sleeves. Bond secondary conductors with grounded metallic parts within the building. Make interconnections within side-flash distances at or below the level of the grounded metallic parts.

3.1.1 Roof-Mounted Components

Coordinate with the roofing manufacturer and provide certification that the roof manufacturer's warranty is not violated by the installation methods for air terminals and roof conductors.

3.1.1.1 Air Terminals

Use a standing seam base for installation of air terminals on a standing seam metal roof that does not produce any roof penetrations.

3.1.1.2 Roof Conductors

Use a standing seam base for installation of roof conductors on a standing seam metal roof that does not produce any roof penetrations.

3.1.2 Down Conductors

Protect exposed down conductors from physical damage as required by NFPA 780. Use Schedule 80 PVC to protect down conductors. Paint the Schedule 80 PVC to match the surrounding surface with paint that is approved for use on

PVC.

3.1.3 Ground Connections

Attach each down conductor and ground ring electrode to ground rods by welding (including exothermic), brazing, or compression. All connections to ground rods below ground level must be by exothermic weld connection or with a high compression connection using a hydraulic or electric compression tool to provide the correct circumferential pressure. Accessible connections above ground level and in test wells can be accomplished by mechanical clamping.

3.1.4 Grounding Electrodes

Extend driven ground rods vertically into the existing undisturbed earth for a distance of not less 3000 mm 10 feet. Set ground rods not less than 915 mm 3 feet nor more than 2440 mm 8 feet, from the structure foundation, and at least beyond the drip line for the facility. After the completed installation, measure the total resistance to ground using the fall-of-potential method described in IEEE 81. Maximum allowed resistance of a driven ground rod is 15 ohms, under normally dry conditions when a ground ring electrode is not used. Contact the Contracting Officer for direction on how to proceed when two of any three ground rods, driven not less than 3000 mm 10 feet into the ground, a minimum of 3000 mm 10 feet apart, and equally spaced around the perimeter, give a combined value exceeding 50 ohms immediately after having driven. For ground ring electrode, provide continuous No. 1/0 bare stranded copper cable. Lay ground ring electrode around the perimeter of the structure in a trench not less than 915 mm 3 feet nor more than 2440 mm 8 feet from the nearest point of the structure foundation, and at least beyond the drip line for the facility. Install ground ring electrode to a minimum depth of 765 mm 30 inches. Install a ground ring electrode in earth undisturbed by excavation, not earth fill, and do not locate beneath roof overhang, or wholly under paved areas or roadways where rainfall cannot penetrate to keep soil moist in the vicinity of the cable.

3.1.5 Grounding Plates

Provide a grounding plate for each down conductor. Set grounding plates not less than 915 mm 3 feet nor more than 2440 mm 8 feet, from the structure foundation, and at least beyond the drip line for the facility. Grounding plate is to be buried as deeply in the existing dirt as local conditions allow, without exceeding 3000 mm 10 feet in depth.

3.2 APPLICATIONS

3.2.1 Nonmetallic Exterior Walls with Metallic Roof

Bond metal roof sections together which are insulated from each other so that they are electrically continuous, having a surface contact of at least 1935 square mm 3 square inches.

3.2.2 Personnel Ramps and Covered Passageways

Place a down conductor and a driven ground at one of the corners where the ramp connects to each building or structure. Connect down conductor and driven ground to the ground ring electrode or nearest ground connection of the building or structure. Where buildings or structures and connecting ramps are clad with metal, separately bond the metal of the buildings and ramps to a down conductor as close to grade as possible.

3.3 INTERFACE WITH OTHER

STRUCTURES 3.3.1 Fences

Bond metal fence and gate systems to the lightning protection system whenever the fence or gate is within 1830 mm 6 feet of any part of the lightning protection system in accordance with

ANSI C2.

3.3.2 Exterior Overhead Systems

Bond to the nearest down conductor as close to grade as possible. This includes overhead pipes, conduits, cable trays, or any other metallic objects on the exterior of the building that enter a building.

In addition, bond pipes, conduits, and cable trays to any metallic objects (such as steel structural support of air handling units or cooling towers) that are within 1830 mm 6 feet.

]3.4 RESTORATION

Where sod, asphalt, concrete has been removed, place sod, asphalt, concrete as soon as possible after completing the backfilling. Restore, to original condition, the areas disturbed by trenching, storing of dirt, cable laying, and other work. Overfill to accommodate for settling. Include necessary topsoil, fertilizing, liming, seeding, sodding, sprigging or mulching in any restoration. Maintain disturbed surfaces and replacements until final acceptance.

3.5 FIELD QUALITY CONTROL

3.5.1 Lightning Protection and Grounding System Test

Test the lightning protection and grounding system to ensure continuity is not in excess of 1 ohm and that resistance to ground is not in excess of 15 ohms.Provide documentation for the measured values at each test point. Test the ground rod for resistance to ground before making connections to the rod.

Tie the grounding system together and test for resistance to ground. Make resistance measurements in dry weather, not earlier than 48 hours after rainfall. Include in the written report: locations of test points, measured values for continuity and ground resistances, and soil conditions at the time that measurements were made. Submit results of each test to the Contracting Officer.

-- End of Section --

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 Destination Government Destination Government

CLAUSES INCORPORATED BY FULL TEXT

52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)

(a) Definition. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not--

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not promptly replace or correct rejected work, the Government may (1) by contract or otherwise, replace or correct the work and charge the cost to the Contractor or (2) terminate for default the Contractor's right to proceed.

(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government's rights under any warranty or guarantee.

(End of clause)

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

0001 27-DEC-2016 1 DPW, FORT STEWART

CARL STEEN

CONTRACT MANAGEMENT BRANCH,

BLDG 1168 VETERAN

FORT STEWART GA 31314

912-767-3872

W33DL4

0002 27-DEC-2016 1 (SAME AS PREVIOUS LOCATION)

W33DL4

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 120 days. The time stated for completion shall include final cleanup of the premises.

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $281.99 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

Section G - Contract Administration Data

SUBMIT INVOICE ELECTRONICALLY

SUBMIT INVOICE ELECTRONICALLY

(a) To expedite payment, reduce lost documents, and increase visibility into the status of payments, the Department of Defense (DOD) has implemented electronic invoicing. In conformance with Defense Federal Acquisition Regulation supplement (DFARS) Clause 252.232-7003, Electronic submission of payment Request, which is incorporated herein by reference, contractors shall submit invoices ELECTRONICALLY through the Defense Finance and Accounting System (DFAS) Web Invoicing System (Wide Area Workflow – Receipt and Acceptance (WAWF-RA)) at https://wawf.eb.mil/. Select Construction Invoice.

(b) Applicable codes necessary for submission of invoices against this contract are as shown below:

1. ADMINISTERED BY: Sebrena M. Butler

2. ISSUED BY: W9124M

3. CONTRACTING OFFICE: W9124M

4. PAYMENT: HQ0490 DFAS-Indianapolis

5. DODAAC/INSPECT BY: W33DL4

6. LPO: n/a

7. DESCRIPTION: Install lighting Protection System, Bldg 1240, Hunter Army Airfield (HAAF), GA

8. CONTRACTOR’S CAGE CODE:

(c) Paper invoices will be rejected and returned and the contractor advised to invoice electronically.

(d) For assistance regarding electronic invoicing issues, please contract WAWF Customer Service at 1-866-618- 5988 or DFAS Electronic Commerce Division at 1-614-693-6868. Web-based training is available at the WAWF site https://www.wawftraining.com

(End)

252.232-7006 Wide Area WorkFlow Payment Instructions (DEV 2016-A0001) (NOV 2015)

(a) Definitions. As used in this clause-

(1) "Department of Defense Activity Address Code (DoDAAC)" is a six position code that uniquely identifies a unit, activity, or organization.

(2) "Document type" means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

(3) "Local processing office (LPO)" is the office responsible for payment certification when payment certification is done external to the entitlement system.

(b) Electronic invoicing. As authorized by the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports (DEVIATION 2016-A0001)(NOV 2015)-

(1) The WAWF system shall be used to electronically process vendor payment requests and receiving reports, in accordance with paragraph (c) of this clause; or

(2) The General Fund Business Enterprise System (GFEBS) Supplier Self-Services (SUS) system shall be used, in accordance with paragraph (d) of this clause, if the Contractor is an authorized participant in the GFEBS SUS invoicing pilot program.

(c) WAWF.

(1) Access. To access WAWF, the Contractor shall-

(i) Have a designated electronic business point of contact in the System for Award Management at https://www.acquisition.gov; and

(ii) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(2) Training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the "Web Based Training'' link on the WAWF home page at https://wawf.eb.mil/

(3) Methods of document submission. Document submissions may be via web entry, Electronic Data

Interchange, or File Transfer Protocol.

(4) Payment instructions. The Contractor must use the following information when submitting payment requests and receiving reports in WAWF for this contract/order:

(i) Document type. The Contractor shall use the following document type(s).

DOD Contract (FAR)

(ii) Inspection/ acceptance location. The Contractor shall select the following inspection/acceptance location(s) in WAWF, as specified by the contracting officer.

Hunter Army Airfield, (HAAF), GA

(iii) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WA WF when creating payment requests and receiving reports in the system.

Routing Data Table* Field Name in WAWF Data to be entered in WA WF Pav Office DoDAAC HQ0490 Issue By DoDAAC W9124M Admin DoDAAC W9124M Inspect By DoDAAC W33DL4 Ship To Code W33DL4

Service Approver (DoDAAC) W33DL4 Service Acceptor (DoDAAC) W33DL4

(iv) Payment request and supporting documentation. The Contractor shall ensure a payment request includes appropriate contract line item and subline item descriptions of the work performed or supplies delivered, unit price/cost per unit, fee (if applicable), and all relevant back-up documentation, as defined in DFARS Appendix F, (e.g. timesheets) in support of each payment request.

(v) Email notifications. The Contractor shall enter the e-mail address identified below in the "Send

Additional Email Notifications" field of WAWF once a document is submitted in the system.

mary.l.hightower2.civ@mail.mil

(5) Points of contact.

(i) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity's WAWF point of contact.

sebrena.m.butler.civ@mail.mil mary.l.hightower2.civ@mail.mil

(ii) For technical WAWF help, contact the WAWF helpdesk at 866-618-5988.

(d) GFEBS SUS.

(1) Access. SUS access is obtained by logging into WAWF at https://wawf.eb.mil/ and entering the SUS Pay Office DoDAAC. Contractors authorized to participate in the GFEBS SUS pilot program will be seamlessly routed to the SUS vendor portal.

(2) Training. SUS contractors participating in the GFEBS SUS invoicing pilot program shall obtain training material and guidance at the time of initial contract award or conversion to the SUS pilot from the contracting officer.

(3) Payment Instructions. The Contractor will be provided in SUS the purchase order (PO) with the awarded contract information needed for use in submitting receiving report information and payment requests.

(i) The Contractor shall acknowledge and confirm the SUS PO matches the awarded document or modification. The Contracting office shall be notified of any corrections needed immediately prior to time of invoice.

(ii) The Contractor shall submit receiving report information as an "Advanced Ship Notice (ASN)" for supplies or a "Confirmation" for services.

(iii) The ASN or Confirmation will be reviewed for acceptance by the designated Contracting Officer's Representative (COR).

(iii) The Contractor shall submit the payment request as an invoice created from the associated ASN or

Confirmation.

(4) Manual transmission. In the event submission of receiving report data or an invoice in SUS is unavailable, the Contractor may submit a receiving report using the DD Form 250 or an invoice to the COR in accordance with DFARS 232.7002(c).

(5) Points of contact.

(i) The Contractor may obtain clarification regarding invoicing in SUS from the following contracting activity's SUS point of contact.

CONTRACTING ACTIVITY DODAAC

US Army Medical Command

Regional Health Contracting Office – Central (Provisional) San Antonio, TX W81K00 Health Readiness Contracting Office, San Antonio, TX W81K04 Medical Research Acquisition Activity, Frederick, MD W81XWH

US Army Contracting Command (ACC) Mission and Installation Contracting Office (MICC)

412th Contracting Support Brigade – Ft. Jackson, SC W9124C/W912C6 412th Contracting Support Brigade – Ft. Knox, KY W9124D 418th Contracting Support Brigade – Ft. Carson, CO W911RZ 418th Contracting Support Brigade – Ft. Hood, TX W91151 418th Contracting Support Brigade – Ft. Bliss, TX W911SG 419th Contracting Support Brigade – Ft. Stewart, GA W9124M 419th Contracting Support Brigade – Ft. Bragg, NC W91247 419th Contracting Support Brigade – Ft. Campbell, KY W91248

(ii) For technical SUS help, the GFEBS helpdesk may contacted via email at army.gfebs.helpdesk@mail.mil or by phone at 866-757-9771.

(End of Clause)

Section H - Special Contract Requirements

SPECIAL INSTRUCTION

ALTERNATE DISPUTES RESOLUTION

In furtherance of Federal policy and the Administrative Dispute Resolution Act of 1990 (ADR Act), Public Law 101-552 and FAR Clause 52.233-1, the Contracting Officer will try to resolve all post award acquisition issues in controversy by mutual agreement of both parties. Interested parties are encouraged to use alternative dispute resolution procedures to the maximum extent practicable in accordance with the authority and requirements of the ADR Act.

EMERGENCY MEDICAL TREATMENT

Emergency medical treatment will be provided by the Winn Army Community Hospital in order to prevent undue suffering or loss of life. Emergencies will be treated only during the period of emergency and appropriate action will be taken to discharge or transfer such patients as soon as the emergency period ends.

Charges for medical care will be at the prevailing rate and at the Contractor's expense.

HOURS OF OPERATION

Normal working hours are 7:30 a.m. through 4:00 p.m. Monday through Friday excluding Federal Holidays.

Notwithstanding the provisions of the Contract Work Hours and Safety Standards Act – Overtime Compensation clause herein, work will not be permitted outside normal work hours, nor on Saturdays, Sundays or legal holidays unless approved by the Contracting Officer. Requests to work other than normal work hours for all work must be submitted in writing a minimum of 2 work days in advance of date on which such work is anticipated. The exclusion of work on Saturdays, Sundays, and holidays has been considered in computing the performance time of this contract. The following legal holidays are observed:

January 1st 1st Monday of September 3rd Monday of January 2nd Monday of October 3rd Monday of February November 11th Last Monday of May 4th Thursday of November July 4th December 25th

Any other Congressional or Presidential imposed Federal Holiday.

When a holiday falls on a Sunday, the following Monday will be observed as a holiday and when a holiday falls on a Saturday, the preceding Friday is observed as a holiday by U.S. Government Agencies.

MATERIAL APPROVAL SUBMITTALS

The submittals contemplated by FAR clause 52.236-5 entitled, “Materials and Workmanship”, and listed at Technical Exhibit 1 or any requested deviations from the Technical Provisions shall be submitted on ENG Form 4025-R, “Transmittal of Shop Drawings, Equipment Data, Material Samples, or Manufacturer’s Certifications”.

Required certificates, manufacturing brochures, etc., shall be submitted in five (5) copies unless otherwise specified.

Submittals requiring manufacturer’s certifications must be executed by an officer of the manufacturing company and notarized. Approval of materials or equipment not noted as a deviation shall not relieve the Contractor from complying with the applicable Technical Provisions.

REMOVAL OF CONTRACTOR PERSONNEL

The Government reserves the right to require removal of any Contractor personnel from the job site who endanger persons or property, or whose continued employment is inconsistent with the interest of military security. The Government also reserves the right to require the Contractor to remove from the job site, any employee found to be under the influence of alcohol, drugs or any other incapacitating agent or any employee involved in the theft of Government property. The removal from the job site of such personnel shall not relieve the Contractor of the requirement to provide personnel to perform services.

REQUIRED INSURANCE

In accordance with FAR clause 52.228-5 entitled, “Insurance--Work on a Government Installation” the following minimum amounts of insurance are required.

Workmen’s Compensation As required by Federal and State laws

Employer’s Liability Insurance $100,000

General Liability Insurance:

Bodily Injury Liability $500,000 per occurrence

Auto Liability Insurance $200,000 per person Bodily Injury $500,000 per occurrence Property Damage $20,000 per occurrence

UTILITIES

Utility services required at the work site will be furnished at no cost to the Contractor if in place. Any alterations or connections to the existing utility facilities for accomplishment of this work shall be at no additional cost to the Government. The Contractor is responsible for coordinating with Canoochee Electric Membership Corporation (CEMC) prior to making any alterations to the electrical infrastructure. The Contractor shall remove all alterations before final acceptance of work at no expense to the Government. The Contractor shall carefully conserve any utilities furnished without charge. If utilities are not available at the job site and are required for performance, the Contractor shall provide his own generators or other necessary equipment to provide the utilities. Utilities for the operation of any work/office trailor located on the military installation for the convenience of the Contractor shall be at the Contractor’s expense. CEMC will be the point of contact (POC) for electrical concerns.

ASBESTOS PROHIBITION

“Asbestos”, including chrysotile, ammosite, crocidolite, tremolite asbestos, anthophyllite asbestos, actinolite asbestos and any of these materials that have been chemically treated and/or altered is prohibited from incorporation into the work under this contract. This prohibition does not apply to nor prevent the removal and disposal of asbestos materials.

CONTRACT PROGRESS REPORTS

The contractor shall submit FORSCOM Form 59-1-R, Contract Progress Report, accompanied by a brief narrative report of work accomplished, to the…