R15PS00050_Amendment_001.pdf

(x)

R15PS00050

x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT

THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

Boise ID 83706-1234 1150 N. Curtis Road, Ste. 100

R10

Acquisition Management Division Regional Office Pacific Northwest Region Bureau of Reclamation

03/05/2015000001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

02/23/2015

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Cle Elum Wood Flume Replacement, Yakima Project, Washington

See attached for text of amendment and replacement pages.

Period of Performance: 05/01/2015 to 09/30/2015

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Susan E. Kramer

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Solicitation No.R15PS00050 Cle Elum Wood Flume Replacement

Yakima Project, WA Amendment 001

A. The time and date for receipt of proposals REMAINS 4:00 p.m., local time, March 31, 2015.

B. Acknowledgment: See block 11 above regarding how to acknowledge this amendment. The acknowledgment must be received at the place designated for receipt of offers (see block 8 of "Solicitation, Offer and Award” Standard Form 1442).

C. Offer Modification: See block 11 above if you have submitted your offer and now desire to modify or withdraw it.

D. Third Party: If you have given your copy of the solicitation to someone else, please forward this amendment accordingly.

E. NOTE: The following changes are hereby incorporated into the solicitation. Single-sided replacement pages are provided following this Standard Form 30 and changes are shown with left side bar or shaded text.

F. In Table of Contents, the following page is deleted and the attached revised page is substituted therefore:

Remove Page Insert Revised Page iv iv (Revised)

G. In Section C, Description/Specifications/Statement of Work, the following pages are deleted and the attached revised pages are substituted therefore:

Remove Page Insert Revised Page 01 33 00 - 10 01 33 00 - 10 (Revised) 06 25 10 - 2 06 25 10 - 2 (Revised) 06 25 10 - 3 06 25 10 - 3 (Revised) 06 25 10 - 4 06 25 10 - 4 (Revised) 06 25 10 - 5 06 25 10 - 5 (Revised) 06 25 10 - 6 06 25 10 - 6 (Revised) Add page 06 25 10 - 7 (Revised)

H. In Section I, Contract Clauses, the following pages are deleted and the attached revised pages are substituted therefore:

Remove Page Insert Revised Page I-47 I-47 (Revised) I-113 I-113 (Revised)

Attachments

Solicitation No. R15PS00050

Yakima Project, WA Amendment 001 iv (Revised)

I.22. 52.215-8 ORDER OF PRECEDENCE--UNIFORM CONTRACT FORMAT

(OCT 1997) ..................................................................................................................... I-23

I.23. 52.219-8 UTILIZATION OF SMALL BUSINESS CONCERNS (OCT 2014) ............ I-25 I.24. 52.219-14 LIMITATIONS ON SUBCONTRACTING (NOV 2011) ............................ I-27

I.25. 52.219-28 POST-AWARD SMALL BUSINESS PROGRAM

REREPRESENTATION (JUL 2013) ............................................................................. I-27 I.26. 52.222-3 CONVICT LABOR (JUNE 2003) .................................................................. I-29

I.27. 52.222-4 CONTRACT WORK HOURS AND SAFETY

STANDARDS -OVERTIME COMPENSATION (MAY 2014) ................................... I-30

I.28. 52.222-6 CONSTRUCTION WAGE RATE REQUIREMENTS (MAY 2014) ............ I-31

I.29. 52.222-7 WITHHOLDING OF FUNDS (MAY 2014) .................................................. I-33 I.30. 52.222-8 PAYROLLS AND BASIC RECORDS (MAY 2014) ..................................... I-34 I.31. 52.222-9 APPRENTICES AND TRAINEES (JULY 2005) .......................................... I-35

I.32. 52.222-10 COMPLIANCE WITH COPELAND ACT REQUIREMENTS (FEB

1988) ............................................................................................................................... I-37 I.33. 52.222-11 SUBCONTRACTS (LABOR STANDARDS) (MAY 2014) ....................... I-37 I.34. 52.222-12 CONTRACT TERMINATION--DEBARMENT (MAY 2014) ................... I-38

I.35. 52.222-13 COMPLIANCE WITH CONSTRUCTION WAGE RATE

REQUIREMENTS AND RELATED REGULATIONS (MAY 2014) .......................... I-39

I.36. 52.222-14 DISPUTES CONCERNING LABOR STANDARDS (FEB 1988) .............. I-39 I.37. 52.222-15 CERTIFICATION OF ELIGIBILITY (MAY 2014) .................................... I-39 I.38. 52.222-21 PROHIBITION OF SEGREGATED FACILITIES (FEB 1999) .................. I-39 I.39. 52.222-26 EQUAL OPPORTUNITY (MAR 2007) ....................................................... I-40

I.40. 52.222-27 AFFIRMATIVE ACTION COMPLIANCE REQUIREMENTS FOR

CONSTRUCTION (FEB 1999) ...................................................................................... I-42 I.41. 52.222-35 EQUAL OPPORTUNITY FOR VETERANS (JUL 2014) ........................... I-47

I.42. 52.222-36 EQUAL OPPORTUNITY FOR WORKERS WITH DISABILITIES

(JUL 2014) ...................................................................................................................... I-47 I.43. 52.222-37 EMPLOYMENT REPORTS VETERANS (JUL 2014) ............................... I-48

I.44. 52.222-40 NOTIFICATION OF EMPLOYEE RIGHTS UNDER THE

NATIONAL LABOR RELATIONS ACT (DEC 2010) ................................................ I-49 I.45. 52.222-50 COMBATING TRAFFICKING IN PERSONS (FEB 2009) ........................ I-50

I.46. 52.222-55 MINIMUM WAGES UNDER EXECUTIVE ORDER 13658 (DEC

2014) ............................................................................................................................... I-53

I.47. 52.223-3 HAZARDOUS MATERIAL IDENTIFICATION AND MATERIAL

SAFETY DATA (JAN 1997) ALTERNATE I (JUL 1995) ........................................... I-57

I.48. 52.223-5 POLLUTION PREVENTION AND RIGHT-TO-KNOW

INFORMATION (MAY 2011)....................................................................................... I-58 I.49. 52.223-6 DRUG-FREE WORKPLACE (MAY 2001) ................................................... I-59

I.50. 52.223-9 ESTIMATE OF PERCENTAGE OF RECOVERED MATERIAL

CONTENT FOR EPA-DESIGNATED ITEMS (MAY 2008) ....................................... I-61

Amendment No. 001

(Revised)

01 33 00 - 10

Table 01 33 00A - List of Submittals

* Submittal types: A - Approval, I - Information. CP indicates that the submittal is required to be shown on the Construction Schedule; see contract clause H.1 entitled "Construction Program." ** CO indicates Contracting Officer and COR indicates Program Manager, Construction Engineering Group. PMWFS indicates Project Management Work Flow System.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent to, per Article 1.05B of this Section:

CO COR

06 25 10-8 Wood Flume Adhesive Instructions At least 14 days prior to applying adhesive

A COR PMWFS

06 25 10-9 Wood Flume Light Duty Exterior Waterproofer Approval Data

At least 14 days prior to applying waterproofer

A COR PMWFS

06 25 10-10 Wood Flume Light Duty Exterior Waterproofer Instructions

At least 14 days prior to applying waterproofer

A COR PMWFS

06 25 10-11 Wood Flume Waterproof Coating System Approval Data

At least 14 days prior to applying coating

A COR PMWFS

06 25 10-12 Wood Flume Waterproof Coating System Instructions

At least 14 days prior to applying coating

A COR PMWFS

06 25 10-13 Wood Flume Miscellaneous Fasteners Approval Data

At least 14 days prior to installing fasteners

A COR PMWFS

06 25 10-14 Wood Flume Wire Mesh Approval Data

At least 14 days prior to installing wire mesh

A COR PMWFS

06 25 10-15 Wood Flume Wood Preservative Approval Data

At least 14 days prior to applying wood preservative

A COR PMWFS

07 92 10-1 Sealant Approval Data At least 14 days prior to applying adhesive

A COR PMWFS

07 92 10-2 Sealant Instructions At least 14 days prior to applying adhesive

I COR PMWFS

07 92 10-3 Sealant Documentation At least 14 days prior to applying adhesive

I COR PMWFS

END OF SECTION

Amendment No. 001

(Revised) 06 25 10 - 2

2. AWPA T1-13 Processing and Treatment Standard

3. AWPA M4 Standard for the Care of Preservative-Treated Wood Products

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 – Submittals:

1. RSN 06-25-10-1, Pressure-treated Dimensional Lumber Approval Data:

Manufacturer’s product data for approval

2. RSN 06-25-10-2, Marine Plywood Approval Data: Manufacturer’s product data for approval.

3. RSN 06-25-10-3, Anchors Approval Data: Manufacturer’s product data for approval

4. RSN 06-25-10-4, Anchors Instructions: Manufacturer’s installation instructions.

5. RSN 06-25-10-5, Wall Framing Connection Approval Data: Manufacturer’s product data for approval.

6. RSN 06-25-10-6, Wall Framing Connection Instructions: Manufacturer’s installation instructions.

7. RSN 06-25-10-7, Adhesive Approval Data: Manufacturer’s product data for approval.

8. RSN 06-25-10-8, Adhesive Instructions: Manufacturer’s installation instructions.

9. RSN 06-25-10-9, Light Duty Exterior Waterproofer Approval Data:

Manufacturer’s product data for approval.

10. RSN 06-25-10-10, Light Duty Exterior Waterproofer Instructions: Manufacturer’s installation instructions.

11. RSN 06-25-10-11, Waterproof Coating System Approval Data: Manufacturer’s product data for approval.

12. RSN 06-25-12, Waterproof Coating System Instructions: Manufacturer’s installation instructions.

13. RSN 06-25-10-13, Miscellaneous Fasteners Approval Data: Manufacturer’s product data for nails, screws, nuts, bolts, and washers.

14. RSN 06-25-10-14, Wire Mesh Approval Data: Manufacturer’s product data for approval.

15. RSN 06-25-10-15, Wood Preservative Approval Data: Manufacturer’s product data and installation instructions.

Amendment No. 001

(Revised) 06 25 10 - 3

1.05 QUALITY ASSURANCE

A. Quality standards and inspection stamps:

1. Dimension lumber: Meet requirements of WWPA G-5 grading rules. Stamp with official stamp of inspection association.

2. Preservative-treated materials: Stamp with quality mark of an inspection agency accredited by American Lumber Standards Committee (ALSC).

1.06 DELIVERY, STORAGE, AND HANDLING

A. Protect wood materials from contact with moisture during shipment, storage, and handling.

B. Store wood materials off ground, under cover, and properly supported to prevent damage and distortion.

PART 2 PRODUCTS

2.01 DIMENSIONAL LUMBER

A. Species:

1. Douglas Fir or Western Larch.

B. Grade:

1. Select structural.

C. Dressed finish: Surfaced four sides (S4S).

D. Moisture content: 15 percent, maximum, at shipment.

E. Preservative pressure treatment:

1. Use a treatment suitable for AWPA Use Category UC4C

2. Use waterborne preservative; oilborne preservatives are not permitted.

2.02 MARINE PLYWOOD

A. Type AB

B. Minimum 24/32 inch actual thickness.

C. Minimum 7 ply.

Amendment No. 001

(Revised) 06 25 10 - 4

D. APA certification.

2.03 ACCESSORIES

A. Concrete Anchors:

1. Adhesive anchors: All-thread anchor rod, nut, washer, and adhesive capsule manufactured by HILTI, PO Box 21148, Tulsa OK 74121; Rawlplug Company, Two F.B. Powers Square, New Rochelle NY 10802; Williams Form Engineering Corp., PO Box 7389, Grand Rapids MI 49510; or equal, having the following essential characteristics:

a. Rods with rolled threads: Stainless steel, type 304.

b. Resin adhesive: Hilti HIT-RE 500 or equal, for fastening into solid base material such as concrete, grout, or stone.

c. Minimum allowable bond/concrete capacity: 8,800 pounds for 3/4-inch-diameter rods when installed in 4,000 pounds per square inch compressive strength concrete.

B. Wall frame connections:

1. Equal to A35 framing angles as manufactured by Simpson Manufacturing Company, 4120 Dublin Road, Suite 400, Dublin CA 94568, telephone 925-560- 9000 with the following essential characteristics:

a. Galvanized, 18 gauge.

b. Maximum allowable load: 450 pounds.

C. Adhesive: Equal to “Liquid Nails” as manufactured by ICI Macco, 925 Euclid Ave, Cleveland, OH, 44115; with the following salient characteristics:

1. 7 day shear strength= 425 psi.

2. 20 year life.

D. Light duty exterior waterproofer: Equal to “Thompson’s Water Seal Multi-Surface Waterproofer” as manufactured by The Thompson’s Company, 10136 Magnolia Drive, Olive Branch, MS 38654, www.thompsonswaterseal.com; with the following salient characteristics:

1. Minimum water repellent efficiency of 60%, in accordance with ASTM D 4446.

E. Waterproof coating system: Equal to “105 System, 105 Epoxy Resin/205 Fast Hardener” as manufactured by Gougeon Brothers Inc., PO Box 908, Bay City, MI 48707, www.westsystem.com; with the following salient characteristics:

http://www.thompsonswaterseal.com/ http://www.westsystem.com/

Amendment No. 001

(Revised) 06 25 10 - 5

1. Forms a high-strength, moisture resistant solid

2. Bonds to wood

3. Cured solid has the following physical properties:

a. Minimum tensile strength per ASTM D638: 7900 psi

b. Minimum flexural strength per ASTM D790: 14,100 psi

F. Bolts, nuts, and washers: Commercial quality, stainless steel.

1. Provide stainless type 304 washers and nuts suitable for 5/8 inch all thread anchor rod.

2. Contractor to verify existing thread count of anchors.

G. Screws, nails, and fasteners: Type and size suitable for application with noncorrosive finish.

H. Wire mesh:

1. Square opening

2. Woven wire mesh

3. Maximum opening size: 1/8 inch

4. Galvanized metal

I. Wood preservative: Equal to “Woodlife Coppercoat” as manufactured by Rust-Oleum Corporation, 11 Hawthorn Parkway, Vernon Hills, IL 60061, www.rustoleum.com; or “Copper-Green Wood Preservative” as manufactured by Green Products Company, 810 Market Avenue, Richmond, CA 94801, www.coppergreen.com; with the following salient characteristics:

1. Protects wood against rot, decay, and moisture damage.

2. Suitable for treating cut ends of pressure treated lumber.

3. Available in form suitable for either brush or spray application.

PART 3 EXECUTION

3.01 WOOD FLUME INSTALLATION

A. New flume location shall be the same as existing flume location.

http://www.rustoleum.com/ http://www.coppergreen.com/

Amendment No. 001

(Revised) 06 25 10 - 6

B. Install rigid, level, plumb, and in alignment with adjacent work.

C. Do not shim or patch work.

D. Replace split pieces.

E. Install metal connectors in as shown on drawings.

F. Bore bolt holes straight and true from one side of lumber.

1. Make holes 1/16-inch larger than bolt diameter.

G. Care of pressure treated dimensional lumber shall be in accordance with AWPA M4, except that bored holes shall be sprayed with wood preservative, prior to installing bolts or connectors.

H. Cut ends of pressure treated dimensional lumber shall be treated with wood preservative, in accordance with AWPA M4.

3.02 ANCHORS

A. Existing embedded anchors shall be used for the new wood flume.

B. In case of missing or damaged anchors, or as directed by COR, the contractor shall remove and replace 50 anchors:

1. Remove existing anchor by cutting or grinding flush with the spillway floor.

2. Use suitable adhesive anchors meeting requirements of this section in lieu of embedded concrete inserts shown on drawings.

3. Drill holes for anchors straight and true and of diameter recommended by anchor manufacturer.

4. Install anchors in accordance with manufacturer's recommendations.

5. Follow manufacturer=s recommendations when embedded steel or reinforcement is encountered during drilling for anchors.

6. When drilling water is used, clean surfaces of concrete to remain exposed immediately to prevent discoloration.

7. Install new anchors suitable for use in the replacement wood flume within 12-inches of missing or damaged anchors.

Amendment No. 001

(Revised) 06 25 10 - 7

3.03 ADHESIVE APPLICATION

A. Apply adhesive in accordance with manufacturer’s recommendations.

3.04 LIGHT DUTY EXTERIOR WATERPROOFER

A. Apply light duty exterior waterproofer to plywood edges and faces exposed to weather, on the exterior face of the wood flume.

B. Do not apply light duty exterior waterproofer to plywood receiving waterproof coating system.

C. Prepare surfaces and install waterproofer in accordance with manufacturer’s instructions.

3.05 WATERPROOF COATING SYSTEM

A. Apply waterproof coating system to plywood edges and faces on the inside face of the wood flume, where plywood will be in contact with flowing water.

B. Prepare surfaces and install coating system in accordance with manufacturer’s instructions.

3.06 DISPOSAL

A. Marine plywood: Dispose of as combustible material, in accordance with Section 01 74 10.

B. Pressure-treated lumber: Dispose of as noncombustible material, in accordance with Section 01 74 10 and the requirements of AWPA M4.

C. All other materials used for flume construction: Dispose of as noncombustible material, in accordance with Section 01 74 10.

END OF SECTION

Yakima Project, WA Amendment 001

I-47, (Revised)

(3) Keep records that shall at least include for each employee the name, address, telephone number, construction grade, union affiliation (if any), employee identification number, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form;

however, to the degree that existing records satisfy this requirement, separate records are not required to be maintained.

(o) Nothing contained herein shall be construed as a limitation upon the application of other laws that establish different standards of compliance or upon the requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program).

I.43. 52.222-35 EQUAL OPPORTUNITY FOR VETERANS (JUL 2014)

(a) Definitions. As used in this clause—

“Active duty wartime or campaign badge veteran,” “Armed Forces service medal veteran,” “disabled veteran,” “protected veteran,” “qualified disabled veteran,” and “recently separated veteran” have the meanings given at FAR 22.1301.

(b) Equal opportunity clause. The Contractor shall abide by the requirements of the equal opportunity clause at 41 CFR 60-300.5(a), as of March 24, 2014. This clause prohibits discrimination against qualified protected veterans, and requires affirmative action by the Contractor to employ and advance in employment qualified protected veterans.

(c) Subcontracts. The Contractor shall insert the terms of this clause in subcontracts of $100,000 or more unless exempted by rules, regulations, or orders of the Secretary of Labor. The Contractor shall act as specified by the Director, Office of Federal Contract Compliance Programs, to enforce the terms, including action for noncompliance. Such necessary changes in language may be made as shall be appropriate to identify properly the parties and their undertakings.

I.44. 52.222-36 EQUAL OPPORTUNITY FOR WORKERS WITH DISABILITIES (JUL 2014)

(a) Equal opportunity clause. The Contractor shall abide by the requirements of the equal opportunity clause at 41 CFR 60-741.5(a), as of March 24, 2014. This clause prohibits discrimination against qualified individuals on the basis of disability, and requires affirmative action by the Contractor to employ and advance in employment qualified individuals with disabilities.

(b) Subcontracts. The Contractor shall include the terms of this clause in every subcontract or purchase order in excess of $15,000 unless exempted by rules, regulations, or orders of the Secretary, so that such provisions will be binding upon each subcontractor or vendor. The Contractor shall act as specified by the Director, Office of Federal Contract Compliance Programs of the U.S. Department of Labor, to enforce the terms, including action for noncompliance. Such necessary changes in language may be made as shall be appropriate to identify properly the parties and their undertakings.

Yakima Project, WA Amendment 001

I-113, (Revised) performance begins) and ends exactly 180 days later, regardless of the number of times the individual actually accesses a Government facility or information system.

(ii) The individual will only have sporadic access to Federal facilities and information systems; will not have access to sensitive information, and any access to a sensitive area or Federal-controlled information system will be fully supervised.

(iii) The individual will work exclusively outdoors, will not have access to sensitive information, and any access to a sensitive area or Federal-controlled information system will be fully supervised.

(iv) In paragraphs (i) through (iii), supervised access means the individual’s access to, and movement within, a facility is monitored and controlled sufficiently to prevent access to any unauthorized areas, equipment, or information; and the individual’s access to an information system is monitored and controlled sufficiently to ensure appropriate use of the system and information, and to prevent access to any unauthorized systems or information. Supervision must be performed by an individual with an active Government-issued PIV Card.

(3) The Contractor shall furnish to the COR an alphabetical list of contract personnel, to include subcontractors, who will require access to a Government facility or information system. The list shall provide the full name, social security number, date of birth, place of birth, purpose or job title, and the estimated duration of access. If the Contractor believes an individual should be issued a temporary identification card or visitor identification badge in lieu of a PIV Card based on the conditions in paragraph (4), then the Contractor must also submit a sufficient written justification as to why the specific individual or individuals will not need a PIV Card. The Contractor shall provide this information before the start of contract performance, or before the start of an individual’s performance when there is a change or addition of personnel, with sufficient time to ensure that performance is not delayed by compliance with credentialing processes.

(4) Any contract employees that will be issued a temporary identification card or visitor identification badge, in lieu of a PIV Card, at the Government’s sole discretion, will be subject to the security procedures in place at Cle Elum Dam.

(5) Any contract employees that will be issued a PIV Card will be subject to the following credentialing procedures:

(i) For Contractor employees needing a PIV Card, as determined by the Government, the CO or COR will initiate the e-Qip electronic background investigation process, and give the Contractor instructions for completing the background investigation and PIV Card process. As part of the PIV Card process, each Contractor employee shall be required to appear in person at a Government PIV Enrollment Station to have personal identity verification documents verified, have a photograph taken, be fingerprinted, and to pick up and activate the PIV Card when completed. The Contractor must make its personnel available at the place and time specified by the COR in order to initiate this process. The following electronic or paper forms shall be used to initiate the background