Amendment_R0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Amendment R0002

(please see continuation sheet)

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 18-Sep-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DW18B0013

X 9B. DATED (SEE ITEM 11)

22-Aug-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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 Items 8 and 15, and returning 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 ACKNOWLEDGMENT 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

18-Sep-2018

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW18B0013

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT R0001

1. This amendment provides for the following changes:

a. Section 01 00 02.1.20 is revised.

2. The bid opening time and date of 20 September 2018 at 2:00 PM Pacific Time is EXTENDED to 21

September 2018 at 1:00 PM Pacific Time.

3. The attached revised section is to be replaced in it’s entirety. All portions of the revised section shall apply whether or not changes have been indicated.

4. NOTICE: Bidders must acknowledge receipt of this amendment by number and date on bid.

Attach: Section 01 00 02 (revised)

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 20-Sep-2018 02:00 PM to 21-Sep-2018 01:00 PM.

(End of Summary of Changes)

FY18 Quillayute Revetment Repair 18021 La Push, WA

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SECTION 01 00 02

SUPPLEMENTARY REQUIREMENTS

PART 1 – GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 U.S. Army Corps of Engineers Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 SUBMITTALS

Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

1. Construction Schedule; G

2. List of proposed Subcontractors (FIO)

3. List of e-Verify Registered Personnel; (FIO)

1.3 CONSTRUCTION SCHEDULE

a) The Contractor shall submit a Schedule within five (5) calendar days after date of receipt of notice to proceed (NTP) in accordance with FAR Clause 52.236 -15 SCHEDULE FOR CONSTRUCTION of the Contract Clauses and Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MOD (RMS CM). Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor proposes starting and completing schedule activities.

b) The Minimum principal contract features (activities) to be included shall represent the work in each of the following divisions, by work area:

1. Haul Road

2. Armor Stone in Place

3. Core Stone in Place

c) The Schedule shall show the total bid amount distributed among the features of work and show the percentage of completion at close of each weekly period. This percentage shall be based on percentage of physical completion of work.

d) The Schedule shall be updated, at minimum, monthly with each pay request.

1.4 WORK HOURS

a) Work hours in the construction area shall be restricted to daylight hours daily, Monday through Friday, excluding holidays. Requests for alternate work schedules may be considered, but approval is required by the Contracting Officer’s Representative (COR). A proposed schedule of

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work hours, shifts, and days of the week shall be submitted for approval in the WORK PLAN.

Notification of any proposed changes of the schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site shall be submitted to the COR for approval. Initial coordination of such proposed changes shall occur with the Government during the weekly meeting. Alternate work schedules will not be approved if a Government quality assurance inspector is not available during all hours outside those previously stated

1.5 WEEKLY COORDINATION MEETINGS

b) Contractor lead weekly coordination meetings (in person or via phone) shall be held between the Contractor and the Government. These meetings will be used to discuss the Contractor's proposed schedule, actual progress in the last week, and work planned in the upcoming two weeks. Planned work shall be shown in schedule format. The Contractor shall make particular note of any work requiring Government support. The Contractor shall keep meeting minutes and shall document all action items and decisions made. Meeting minutes shall be attached with the daily Quality Control report. A time and place shall be mutually agreed upon for the same time each week for the coordination meeting.

1.6 CORRESPONDENCE

a) All correspondence shall be addressed to the Contracting Officer or COR. All copies provided shall be legible. Enclosures attached or transmitted with the correspondence shall also be furnished with the original and each copy. Each correspondence shall make reference to the contract name, contract number and shall have only one subject.

b) For submission of Contractor payment requests, See Section 00 22 00, MEASUREMENT AND

PAYMENT.

c) An informal process (without use of serial letters) may be proposed and adopted with approval from both the Contractor and the Government.

1.7 PROJECT SPECIFIC PHYSICAL DATA:

a) Data and information furnished or referred to below is for the Contractor's information. The Government will not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor. Please see FAR clause 52.236-4 PHYSICAL DATA for additional information.

1) Right-of-Way: The Government will furnish the right-of-way for the work covered by these specifications, except that the Contractor shall provide right-of-way for ingress and egress across private property where necessary to gain access to the jobsite. The Contractor may use such portions of the land within the right-of-way not otherwise occupied as may be designated by the Contracting Officer. The Contractor shall, without expense to the Government, and at any time during the progress of the work when space is needed within the right-of-way for any other purposes, promptly vacate and clean up any part of the grounds that have been allotted to, or have been in use by, him when directed to do so by the Contracting Officer. The Contractor shall keep the buildings and grounds in use by him at the site of the work in an orderly and sanitary condition. Should the Contractor require additional working space or lands for material yards, job offices, or other purposes, he shall obtain such additional lands or easements at his expense.

2) Condition of Area: The condition of the area when last surveyed is shown on the drawings.

Topography is in feet and represents elevation with reference to mean lower low water

(MLLW)

3) Datum and Bench Marks: The vertical plane of reference is NOS mean lower low water (M.L.L.W.) (U.S, Survey feet, epoch 1983-2001). Horizontal control is based on Lambert

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Grid Projection for Washington North Zone 4601, NAD 83/2011. The Bench Marks for this area are in Attachment 01 00 02-A and are designated as the following:

i. 944 2396 G, PID BBBL38. The bench mark is a 9/16" stainless steel deep rod driven 16.63 m (54.6 ft) to refusal, located just south of the Quileute Marina Boat Ramp, 3.7 m (12.1 ft) north of a utility pole, 2.8 m (9.2 ft) west of the centerline of the asphalt walk 0.62 m (2.0 ft) east of the orange witness post, and 0.15 m (0.5 ft) below the natural grade. NOTE: U-SMART and NGS COORDINATES DO NOT MATCH. This location is within 100 ft of the following NGS PID BBDP92. The designation of the submitted Control Point is required to match the designation in OPUS (944 2396G). OPUS Lat = 47 54 41.68305 and USACE Lat = 47 54

41.68324 N. OPUS Long = -124 38 8.48145 and USACE Long = 124 38 08.48107 W. OPUS Elev = 3.499M and USACE Elev = 3.576M. OPUS Ellip = -19.845 and USACE Ellip = [ ].

ii. 944 2396 TIDAL 7, PID SD0158. To reach the station from the junction of SR101 and SR110 (La Push Rd.) north of Forks; go southwesterly 13.8 miles where the road turns right and becomes Alder Street; then left on river street to a three way intersection at Main Street; then turn left on Main Street; go approximately 200 feet to an asphalt drive leading to a two story wooden building made of cedar shakes and blue metal roof (formerly the Coast Guard Administration Building), Quileute Tribal School. NOTE: U-SMART AND NGS COORDINATES DO NOT MATCH.

The location is within 100ft of the following NGS PID SD0157,SD0824 The designation of the submitted Control Point is required to match the designation in NGS (944 2396 TIDAL 7). NGS Lat = 47 54 30.99377 and USACE Lat = 47 54

31.08963 N. NGS Long = 124 38 16.81772(W) and USACE Long = 124 38

16.65879 W. NGS Elev = 8.622M and USACE Elev = 8.54M. OPUS Lat = 47 54

31.08944 and USACE Lat = 47 54 31.08963 N. OPUS Long = -124 38 16.65938 and USACE Long = 124 38 16.65879 W. OPUS Elev = 8.377M and USACE Elev = 8.54M. OPUS Ellip = -14.982M and USACE Ellip = [ ].

iii. 11+00 - 25+00 F. LT TOE. To reach the station from the junction of sr101 and SR110 (La Push Road) north of Forks; go southwesterly 13.8 miles where the road turns right and becomes Alder Street; then left on river street to a three way intersection with Main Street; turn right on Main Street turn right on Main Street, go 0.2 mile to a gravel drive entrance to the Quileute Marina Boat Ramp. From the benchmark is approximately 250.00 feet N35E on the east edge of gravel drive thru the boat trailer parking area. The benchmark is a brass disk set flush in a 1.00 feet x

0.80 foot concrete base flush with natural ground. 15.00 feet east of the approximate centerline gravel drive, 12.30 feet S75W from power pole 219142, and

91.40 feet N20E from power pole 219143. NOTE: The location is within 100ft of the following NGS PID BBDR10.

5) Overhead, Underground, and Underwater Facilities: Clearances of overhead, underground, and underwater facilities are shown when known. Each bidder shall satisfy himself as to accuracy of locations and clearances by consultation with owners of the facilities. See the applicable National Oceanic and Atmospheric Administration (NOAA) Chart for location of known overhead power and telephone cables and bridges.

6) Local Conditions: Utility locations and elevations are approximate, and it shall be Contractor's responsibility to obtain exact locations and elevations from owners.

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1.8 PUBLIC CONVENIENCE AND SAFETY

a) Contractor shall take necessary care at all times in operations and use of its equipment to protect the public and to facilitate traffic.

1.9 PERMITS AND RESPONSIBILITIES (1984 APR OCE):

a) The Government has obtained the following permits/licenses related to the construction of this project:

• U.S. Environmental Protection Agency, Water Quality Certification (WQC) Order dated 16 August 2018; Public Notice CENWS-PMP -18-17, Attachment 01 57 20.00 10-A.

b) It is the responsibility of the Contractor to obtain all other permits/licenses required for this project as required under the Contract Clauses “PERMITS AND RESPONSIBILITIES.”

1.10 TRIBAL COORDINATION

a) Pursuant to the PERMITS AND RESPONSIBILITIES Clause of the Contract Clauses, Government contractors are required to comply with all laws, codes, and regulations applicable to the performance of the work. Pursuant to the FEDERAL, STATE, AND LOCAL TAXES Clause of the Contract Clauses, the contract price is to include all applicable taxes and duties.

The Quileute Tribe has promulgated a “Business Licensing and Tax Ordinance” (Quileute Indian Tribe Ordinance No. 80-2). The Government will not reimburse contractors for additional costs as a result of the Ordinance. Such costs, if applicable, should be reflected in the contract price.

b) The Government has made a determination that the License Fee, Business and Occupation Tax, provisions of Quileute Indian Tribe Ordinance No. 80-2 are not applicable to either the United States or its contractors, as those provisions are impermissibly discriminatory in that they are not uniformly assessed against all persons, including tribal members.

c) For additional information regarding Quileute Tribal Ordinances and access coordination, contact Tribal POC, Mr. Larry Burtness (larry.burtness@quileutenation.org; 360-374-6311).

1.11 REQUIRED INSURANCE:

a) Workers’ compensation and employer's liability: Contractors are required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when Contract operations are so commingled with a Contractor's commercial operation that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in states with exclusive or monopolistic funds that do not permit workers' compensation to be written by private carriers.

1) General Liability:

i. The Contracting Officer shall require bodily injury liability insurance coverage written on the comprehensive form of policy of at least $5,000,000 per person, per occurrence.

ii. Property damage liability insurance shall be required only in special circumstances as determined by the agency.

2) Automobile liability: The Contracting Officer shall require automobile liability insurance written on the comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the Contract. Policies covering automobiles operated in the United States shall provide coverage of at least $1,000,000 per person and $1,000,000 per occurrence for bodily mailto:larry.burtness@quileutenation.org

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injury and $1,000,000 per occurrence for property damage. The amount of liability coverage on other policies shall be commensurate with any legal requirements of the locality and sufficient to meet normal and customary claims.

3) Aircraft public and passenger liability: When aircraft are used in connection with performing the Contract, the Contracting Officer shall require aircraft public and passenger liability insurance. Coverage shall be at least $200,000 per person and $500,000 per occurrence for bodily injury, other than passenger liability, and $200,000 per occurrence for property damage. Coverage for passenger liability bodily injury shall be at least $200,000 multiplied by the number of seats or passengers, whichever is greater.

4) Vessel liability: When Contract performance involves use of vessels, the Contracting Officer shall require, as determined by the agency, vessel collision liability and protection and indemnity liability insurance.

5) When Contract performance includes the transport, treatment, storage, or disposal of hazardous material waste the following coverage is required. The Contractor shall ensure the transporter and disposal facility have liability insurance in effect for claims arising out of the death or bodily injury and property damage from hazardous material/waste transport, treatment, storage and disposal, including vehicle liability and legal defense costs in the amount of $1,000,000.00 as evidenced by a certificate of insurance for General, Automobile, and Environmental Liability Coverage.

6) Proof of insurance shall be provided to the Contracting Officer.

1.12 MISPLACED MATERIAL

a) Should the Contractor, during the progress of the work, lose, dump, throw overboard, sink, or misplace any material, plant, machinery, or appliance, which in the opinion of the COR may be dangerous to or obstruct navigation, the Contractor shall recover and remove the same with the utmost dispatch. The Contractor shall give immediate notice, with description and location of such obstructions, to the COR or inspector, and when required shall mark or buoy such obstructions until the same are removed. Should he refuse, neglect, or delay compliance with the above requirements, such obstructions may be removed by the COR, and the cost of such removal may be deducted from any money due or to become due to the Contractor, or may be recovered under his bond. The liability of the Contractor for the removal of a vessel wrecked or sunk without fault or negligence shall be limited to that provided in Sections 15, 19 and 20 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 410 et seq.).

b) Payment will not be made for any material that is deposited elsewhere other than in placement areas shown or as approved by the Contracting Officer or his/her authorized representative, and the Contractor may be required to move any such misplaced material and deposit it in an area acceptable to the Contracting Officer at no additional cost to the Government.

1.13 PROPOSED PROJECT MODIFICATIONS:

a) Price proposals for proposed modifications shall be submitted in accordance with the requirements of the Contract Clause MODIFICATION PROPOSALS - PRICE BREAKDOWNS.

If change order work impacts or delays other unchanged contract work, the costs of such impacts or delays shall be included in the proposals and separately identified. Additional instructions for submitting price proposals can be found in NPSP-415-1-1, INSTRUCTION AND INFORMATION FOR CONTRACTORS. For information applicable to equipment rates used in contract modifications, refer to clause (UAI 31.105-101) "EQUIPMENT OWNERSHIP AND

OPERATING EXPENSE SCHEDULE."

1.14 INSPECTION

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a) The presence of the Government inspector shall not relieve the Contractor of responsibility for the proper execution of the work in accordance with the specifications. The Contractor will be required:

1) To furnish, on the request of the COR or any inspector, the use of such boats, boatmen, laborers, and material forming a part of the ordinary and usual equipment and crew of the plant as may be reasonably necessary in inspecting and supervising the work. However, the Contractor will not be required to furnish such facilities for the surveys, prescribed in the clause entitled "Final Examination and Acceptance."

2) To furnish, on request of the COR or any inspector, suitable transportation from all points on shore designated by the COR to and from the various pieces of plant and to and from the dumping grounds. Should the Contractor refuse, neglect, or delay compliance with these requirements, the specific facilities may be furnished and maintained by the COR, and the cost thereof will be deducted from any amounts due, or to become due, the Contractor.

1.15 CONTRACTOR FIELD OFFICE

a) The Contractor shall locate all field office elements at one site, regardless of the numbers and types of dredges used. The Contractor shall coordinate directly with the Olympic National Park and/or the Quileute Tribe for property locations owned by those entities.

1.16 CONTRACTOR PLANT AND EQUIPMENT

a) Unless otherwise specifically cited elsewhere in these specifications, the Contractor shall provide cranes, rigging, lifts, operators, and other necessary means to unload, load, and move equipment or materials as required to perform the work.

b) Complete Plant and Equipment List to be used onsite shall be provided to the COR. The Contractor shall update and submit this list monthly with each progress payment request. The list shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The list shall indicate dates equipment is assigned to or removed from the project, dates scheduled for repairs and returned for use, and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

c) The Contractor’s equipment shall be conspicuously marked for identification. Contractor vehicles shall be marked on the outside with the company name.

1.17 CONTRACTOR PROPERTY SECURITY

a) The Government will not be responsible for providing security for Contractor work areas and Contractor-owned/controlled equipment, supplies, or materials. The Contractor shall provide those necessary security measures.

1.18 NOISE CONTROL

a) Noise control and noise levels shall conform to requirements set forth in the appropriate regulations, including EM 385-1-1, as amended, Section 05.C, 29 CFR 1910.95, 29 CFR 1926.52 and .101. The most conservative requirement shall govern.

1.19 FIRE CONTROL

a) All firefighting equipment, supplies, and personnel shall be supplied by the Contractor in accordance with EM 385-1-1, as amended, Section 09, 29 CFR 1910 SUBPART L and 29 CFR

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1926 SUBPART F. Delays due to fire will not be acceptable as the basis of a claim for additional compensation.

1.20 PROTECTION AND RESTORATION OF PROPERTY

a) The work shall include the preservation of all public and private property, monuments, power and telephone lines, other utilities, etc. insofar as they may be endangered. All utility lines shall be repaired. When or where any direct or indirect damages or injury are done to public or private property by, on account of, any act, omission, as a result of any fault, neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereof, such property shall be restored to a condition similar and equal to existing before such damage or injury was done. The restoration shall be completed before final acceptance of the project.

1.21 PRESERVATION OF HISTORICAL, ARCHEOLOGICAL AND CULTURAL RESOURCES

a) There are no known historical, archeological and cultural resources within the Contractor's work area. If, during construction activities, the Contractor observes items that might have historical or archeological value, such observations shall be reported immediately to the COR so that the appropriate authorities may be notified and a determination can be made as to their significance and what, if any, special disposition of the finds should be made. The Contractor shall cease all activities that may result in the destruction of these resources and shall prevent his employees from trespassing on, removing, or otherwise damaging such resources.

1.22 FINAL EXAMINATION AND ACCEPTANCE

a) As soon as practicable after the completion of the entire work or any section thereof (if the work is divided into sections) as in the opinion of the COR will not be subject to damage by further operations under the Contract, such work will be thoroughly examined by the Government.

Should any unsatisfactory work be disclosed by this examination, the Contractor shall be required to correct the work and complete the contract requirements. The Contractor or his authorized representative shall be notified when the final inspection is scheduled and will be permitted to accompany the inspection party. When the area is found in a satisfactory condition, it will be accepted finally.

b) Acceptance will be based on physical visual examination of the work area and examination of as-built survey data. A work area will be considered complete if it meets the construction design criteria.

c) Final acceptance of the whole or a part of the work and the deductions or corrections of deductions made thereon will not be reopened after having once been made, except on evidence of collusion, fraud, or obvious error, and the acceptance of a completed section shall not change the time of payment of the retained percentages of the whole or part of the work.

1.23 CONTRACTOR PERFORMANCE EVALUATIONS:

a) In accordance with the provisions of Subpart 36.201(Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), the Contractor’s performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $700,000.00, the USACE will evaluate Contractor’s performance and prepare a performance report using the Contractor Performance Appraisal Reporting System (CPARS). After an evaluation (interim or final) is written up by the USACE, the Contractor will have the ability to access, review and comment on the evaluation for a period of 60 days. Access is granted by a network of government Focal Points. Typically, there are many Focal Points assigned to the agency. If you require assistance with identifying your Focal Point, please

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email the CPARS helpdesk (webptsmh@navy.mil) with the contract/order number you are trying to access and they will provide the Focal Point name and contact information.

PART 2 – PRODUCTS

NOT USED

PART 3 – EXECUTION

NOT USED

-- END OF SECTION --