20R0027 Solicitation.pdf

SEE ADDENDUM

(No Collect Calls)

N0040620R0027 03-Aug-2020

b. TELEPHONE NUMBER

360-476-7806

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 03 Sep 2020

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

N004069. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

JEFFERY S. BULTHUIS

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

N6843620RC0222C

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

NAVSUP FLC PUGET SOUND

467 W STREET, 2ND FLR

ATTN: JEFFREY BULTHUIS

BREMERTON WA 98314

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 16. ADMINISTERED BY

SEE SCHEDULE

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

360-476-1115FAX:

TEL: 360-476-7806 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

NAICS:

327390

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF45

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

N0040620R0027

Section A - Solicitation/Contract Form

NOTICE TO OFFERORS

1. This solicitation is for the procurement of marine concrete floats in support of NSB Bangor. It is anticipated that this solicitation will result in an award/order of a Firm, Fixed-Price Supply type contract.

2. All questions regarding this solicitation should be submitted in writing to the Contract Specialist, Jeff Bulthuis, via email at jeffrey.bulthuis@navy.mil, please cc james.wasson@navy.mil .

3. Technical questions regarding this quotation need to be emailed to the above no later than 15 days prior to the close of this solicitation. Oral requests will not be honored.

4. “EXCEPTIONS: All quoters MUST note all exceptions from the solicitation’s terms conditions, specifications, and/or the statement of work / performance work statement, if any. It will be assumed that any quote without mention of any exceptions will take no exception from all specifications, terms and conditions, clauses, or provisions within the solicitation.”

5. Please reference Addendum to 52.212-1 for proposal submittal requirements in Section L and proposal evaluation in FAR 52.212-2 located in M of this solicitation. Complete all fill in clauses and pricing in the solicitation and submit as part as the submittal requirements.

6. Be sure to fill out all requested information. Proposals lacking necessary information may be deemed nonresponsive.

7. The date and closing time for receipt of offers for this solicitation is provided in block 8 on the Standard Form 1449.

8. SINGLE AWARD FOR ALL ITEMS: Due to the interrelationship of supplies and/or services to be provided hereunder, the Government reserves the right to make a single award to the quoter whose quote is considered in the best interest of the government, price and other factors considered. Therefore, quoters who quote less than the entire effort specified herein may be determined to be unacceptable.

9. Offerors shall submit their signed offers electronically via email to jeffrey.bulthuis@navy.mil, cc james.wasson@navy.mil

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Each

FLOAT, CONCRETE MARINE

FFP

15 FEET WIDE X 60 FEET LONG WITH 30 INCHES OF FREEBOARD In accordance the attached statement of work NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD unique identification or a DoD recognized unique identification equivalent.

FOB: Destination

MILSTRIP: N6843620RC0222C

PSC CD: N019

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Each

FLOAT, CONCRETE MARINE

FFP

17 FEET WIDE X 26 FEET LONG WITH 29 INCHES OF FREEBOARD In accordance with the attached statement of work NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD unique identification or a DoD recognized unique identification equivalent.

FOB: Destination

MILSTRIP: N6843620RC0222C

PURCHASE REQUEST NUMBER: N6843620RC0222C

PSC CD: N019

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

Statement of Work for

Concrete Floats at NSB Bangor

Navy Region Northwest, Port Operations, Code N31, requests to purchase new concrete floats. Total of 2 floats.

Contractor to provide (1) new 15’ x 60’ concrete monolithic type float and (1) 17’ x 26’ concrete monolithic type float to replace current degraded concrete float used for Oil Spill Response. These types of concrete floats are formed by the interconnection of modules consisting of polystyrene foam billets that are fully encased with concrete.

Concrete floats will include, utility trenches for large shore power cables, float-to-float connection points, rub strips, mooring cleats and bitts, D-rubber, and piling collars. Concrete floats must have the capability to connect together to form long extended mooring configurations up to 600 foot or more in length..

I. Concrete float sizes and capabilities:

A. 15 ft. wide X 60 ft. long with 30 inches of freeboard able to support Sea State 4.

B. 17 ft. wide X 26 ft. long with 29 inches of freeboard. The float must be able to support Sea State 2 and a 10 ft. x 14 ft. structure with a stated weight from the manufacture of 3920 lbs. This will house a workbench <>300 lbs. shelves <> 300 and will be used for staging 4-6 personnel. The barge and structure will be used and a workshop and line storage area with several 75 lb. anchors. The float will be used to moor one 22’ lightweight aluminum boat and occasionally one 20-ton barrier boat. It will be used for personnel to embark and disembark those vessels.

II. Fabrication specs for the concrete floats:

A. Precast Concrete Float Requirements:

1. Concrete mooring floats shall be monolithic style sections fabricated in modules corresponding to the nominal length, widths, and geometric cross sections. All forces and loads imposed on the float system shall be borne by the concrete float structure. The use of longitudinal whalers to support structural loads or to interconnect the float units will not be accepted.

2. Concrete floats to be manufactured from a durable crack proof concrete, suitable for salt-water usage. Contractor to include the concrete’s durability spec.’s, expected performance in salt water environments and through the local freeze/thaw cycles, as well as the ability of the mixture and structural design to minimize crack formation and propagation. Suggest using 120 to 150-pound concrete with a 5000 PSI.

2. All corners of concrete shall be eased with chamfers or rounding. Transitions between thick and thin concrete sections or between horizontal and vertical sections shall be eased with chamfers.

3. Float sidewalls shall be full-depth concrete, leaving no portion of the sidewall floatation exposed to damage.

4. Cement shall be Normal weight Portland cement type II, in accordance with ACI 318, ACI 357R and ASTM C94, for strength, durability, serviceability, cold weather, and exposure to the marine environment.

5. Float top surfaces shall be crowned for positive drainage, struck off, and steel troweled after the initial set. Edges shall be finished with a 3/8-inch radius edger. The walking surface of the float shall be given a final course "broom" finish by texturing to the longitudinal centerline of the float. All float tops and exposed surfaces shall be treated with an approved concrete sealant after curing and drying. The walking surface of the concrete floats shall be crowned and shall be flush with the adjacent floats.

B. Concrete reinforcement:

1. Contractor shall maintain the minimum concrete steel reinforcement requirements as indicated in ACI 357R-84 Section 4.5.6.

2. Welded wire fabric shall be in accordance with ASTM A185 and shall be galvanized.

Welded wire fabric or wire mesh will not be accepted for use as primary reinforcement. Wire mesh shall be new, clean, and shall be ordered in flat sheets.

3. All reinforcing steel shall be from new billet and conform to ASTM A615, Grade 60 for deformed bars and shall be galvanized in accordance with ASTM A767. Lap all reinforcing bars a minimum of 12 inches at the joints and splices.

4. Reinforcement steel shall be galvanized and shall conform to the requirements of ASTM A767 and ASTM A143. Bars shall be galvanized after fabrication. Tie all galvanized steel bars with galvanized ties.

5. All reinforcing shall have a minimum concrete cover in accordance with ACI 357R-84.

C. Structural Steel

1. All structural steel and structural steel fabrication, including but not limited to, pile guides, plates, and shapes shall be in accordance with ASTM A36 or ASTM A572. Cold formed hollow structural sections shall be in accordance with ASTM A500, Grade B. All steel fabrications and components shall be hot-dipped galvanized after fabrication in accordance with ASTM Al23.

2. Steel fabrication shall be performed in accordance with AISC S335.

3. Fasteners for rub strips: Bolts shall conform to ASTM A307 or A36 as applicable, with ASTM A563 hex nuts and flat washers. Malleable iron washers are required in all cases (except economy head bolts) where the bolt heads or nuts would otherwise bear directly on the rub strip. Locking nuts shall be heavy hex head and self-locking type. All bolts, nuts, washers, etc. shall be hot-dipped galvanized in accordance with ASTM Al53.

4. Bolts for float connections and metal fabrications shall be ASTM A325 and shall be hot dip galvanized after fabrication in accordance with ASTM A153.

5. All structural bolts, including utility mounting and cleat bolts shall be through-bolted in concrete, unless noted otherwise on the Drawings, and shall be capable of developing their full allowable strength without causing damage to the concrete float. Provide plate washers on all nut-bearing surfaces. All bolt heads beating on exposed concrete surfaces shall be recessed flush with the adjacent concrete. Bolts shall be economy head type and have a neoprene or polyethylene washer between the head of the bolt and the concrete.

Epoxy grouted or cast-in inserts shall not be used for structural connections between floats. Primary connection bolts shall be a minimum of 3/4-inch diameter.

D. Float I n t e r n a l C o m p o n e n t s

1. Request the vendor use expanded Polystyrene core foam. Float inner cores shall be filled from sidewall to sidewall with closed-cell corrosion proof, expanded rigid cellular polystyrene foam in accordance with ASTM C578.

2. Float Structural Section shall be either inverted channel or box based. Where inverted channel sections are utilized, the sides and bottom of the float, shall be sealed with a spray applied and cured, durable compound suitable for use to protect polystyrene foam in marine environments and that provides appropriate durability and design life.

3. Float material surfaces not protected by concrete, shall be sealed in accordance with applicable Federal, a n d W a s h i n g t o n State criteria. These exposed float material surfaces shall be sealed with a spray applied and cured, durable compound suitable for use to protect polystyrene foam in marine environments and that provides appropriate durability and design life. Sealant shall be continued a minimum of 6 inches up the sidewall of the float.

E . Float Connection Points

1. Steel fabrications and connections shall be designed by the Float Supplier. Steel fabrications and associated connections to the concrete floats shall be designed to develop the full capacity of the pertinent structural member connected.

2. Float connections (Connecting one float to another) shall be noiseless and non-wearing.

Float connections shall be designed to distribute loads based on the relative flexibility of the specified piles and supplier designed f l o a t assembly. Connection designs shall consider joint rotation effects so that contact, abrasion or subsequent damage between unprotected float elements does not occur due to wave and live load effects. Floats with special loading (DL and/or LL) shall have similar freeboard as adjacent floats with no such loading such that no residual stresses or tilting when the floats are interconnected. Walking surfaces of the floats shall be flush with adjoining float units.

3. Primary connection bolts for float unit-to-unit assembly shall be a minimum of 3/4-inch diameter. All other bolts shall be a minimum of 5/8-inch diameter.

F. Cleats and Bitts

1. The location of bitts and cleats is to be designated by Port Operations Surveillance personal.

2. Required 7” bitts with 18” crossbars-placed every 20 feet on the shipboard side of the float. Bitts to be strong enough to moor vessels of the following size:

a.109’ long, 33’ Wide, and weigh 400 Tons.

3. Cleats must be placed every 6 feet on the shipboard side of the float. Cleats shall be heavy duty, galvanized SEA-DOG, or approved equal, located every s ix fee t on the sh ipboard s ide of the f loa ts . Clea ts sha l l be approved by Navy Region NW SME.

a . Cleat connections within the concrete floats shall be designed by the Supplier for working loads specified. The applied load shall be applied at 6 inches above the finished deck, parallel to the deck surface and normal to the direction of the float element. The working cleat loads are as follows:

18-inch cleat= 13,000 pounds (cleat and thru-bolts)

15-inch cleat= 10,000 pound (cleat and thru-bolts)

b. Concrete reinforcement to support cleats shall meet requirements defined in procurement drawings, utilizing a minimum of two rebar hairpins designed to withstand 1.5 times the cleat working loads defined above without damage to concrete. Cleat bolts shall shear prior to concrete damage. The concrete reinforcement load demands are as follows:

18-inch cleat= 20,000 pounds (concrete)

15-inch cleat= 15,000 pound (concrete)

G. Piling Collars/Moorage Attachments

1. Floats to include piling collars to facilitate the install of the concrete floats to the pier.

The piling collars/moorage attachments-(the way the concrete floats are attached to the pilings) shall be manufactured to transfer working horizontal loads, acting in any direction, between the float, the mooring and the piling itself, with due consideration to the dynamic nature of the load and the resulting fatigue and wear on the connecting surfaces.

2. Piling collars shall be portable, detachable, and adjustable, within the individual concrete float. Floats will be moved frequently to various locations where the piling configuration may be different. Piling collars shall be non-rigid with a flexible collar, and may also be made with a two-part collar assembly that includes a chain mechanism and a flexible collar. These may be needed so the floats can travel easily up and down the pilings during extreme tidal changes. The piling collars should also be maintenance free.

H. Utility Trenches

1. Floats to include Utility trenches with metal covers to facilitate electrical cables and hoses.

Suggested size to be 2’ foot wide X 1’ foot deep to accommodate large shore power cables, and hoses.

2. Trenches shall have a type of non-skid cover to prevent slippage in wet or icy weather conditions. Suggest that the trenches run port to stbd across the float. Exact locations to be determined, after the contractor has been selected. All steel plate used shall have a 1/4 – inch minimum thickness.

I. D-rubber fendering

1. Floats to have 6-inch D-rubber fendering on the ship side of the float.

a. Size: Height 6”, Base width 6 ¾”. Color: black

b. Compound: EPDM, Durometer: 70=/-5, III. Design Load Criteria for the Concrete Floats

A. Provide float units, connections and pile restraints capable of withstanding design loading criteria indicated below:

Freeboard: 29-inches on all floats under dead loads.

Dead Load: Dead loads shall consist of the float system, rub strips, and piling collars, and all other attached appurtenances. Under all Dead Loads, all exposed elements of utilities and the float connection system such as connecting hardware, cleat hardware, and rub strips shall be greater than or equal to 6-inches above the water surface.

Concentrated Load: 400 lbs., distributed over 144-square inches, placed anywhere on floats.

When 400 lb. concentrated load is applied at 1-foot from the outer end of the float, the end of the float shall lose less than 4-inches of freeboard IAW contractor engineering at time of installation and less than 6-inches after five years of operation, verified through observations by installation personnel.

When 200 lbs. is applied on one outer comer of the float, there shall be no more than 2-inches in freeboard differential.

Wind Load: 85 mph basic wind speed (3-second gust), 70 mph fastest mile, IBC exposure.

Apply wind load on exposed over-water vessel profiles. Consider both end and side loading conditions and sheltering effects.

Design wave: 1.5 feet in height, with varying wavelengths corresponding to wave periods of 2 seconds.

Design pressure for current: 3.0 pounds per square foot

Impact Load: Forward velocity of 1.0 knots, vessel berthing angle of 10 degrees for largest boat normally using slip, striking at the end of a finger or end of a main float.

Level Tolerances: The deck of the float system shall be within the following level tolerances for the life of the system:

Maximum transverse tilt angle for floats: 3 degree

Maximum longitudinal slope for floats: 1-inch per 20-feet

Maximum vertical and horizontal differential between adjacent floats at any point across the float connection: 1-inch

IV. Requirements

A. The contractor to have a Quality Assurance/ Quality Control Plan

B. That the contractor is PCI Certified (Precast/ Prestressed Concrete institute)

C. Contractor shall provide a drawing of the concrete float that they will be providing:

1. Drawing to include:

a. Overall view of the float. Plan view, Side view, and top views

b. View of the Piling collars/Moorage attachments

c. View showing the locations of the bitts, cleats, trenches, D-rubber

d. View of how the floats will connect together

V. Delivery of the floats

A. Vendor will coordinate with POC prior to delivery.

B. Both the 15 ft. wide X 60 ft. long and the 17 ft. wide X 26 ft. long cement floats shall be delivered by water to Naval Submarine Base, Bangor.

C. Delivery to Port Operations, Naval Submarine Base Bangor water front via the Hood Canal, is required to be completed via water delivery.

Defense Biometric Identification System (DBIDS) for vendor base access Vendor’s requesting base access must go to the following website and register: http://dbids.dmdc.mil/#!/. Vendor’s must request for base access as soon as possible after receiving award to ensure that all employees base access request(s) are approved before the start of the contract’s period of performance.

ENTERPRISE-WIDE CONTRACTOR MANPOWER REPORTING APPLICATION (ECMRA)

Per NMCARS 5237.102-90 (and KM Highlight 18-54):

The contractor shall report contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the [NAMED COMPONENT] via a secure data collection site. Contracted services excluded from reporting are based on Product Service Codes (PSCs).

The excluded PSCs are:

(1) W, Lease/Rental of Equipment;

(2) X, Lease/Rental of Facilities;

(3) Y, Construction of Structures and Facilities;

(4) D, Automatic Data Processing and Telecommunications, IT and Telecom- Telecommunications Transmission (D304) and Internet (D322) ONLY;

(5) S, Utilities ONLY;

(6) V, Freight and Shipping ONLY

The contractor is required to completely fill in all required data fields using the following web address https://www.ecmra.mil.

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the help desk, linked at https://www.ecmra.mil

SUPTXT203.1106-1 (3-18) CONTRACTOR SUPPORT THROUGH THE ABILITYONE

PROGRAM

NAVSUP Fleet Logistics Center Puget Sound may utilize contractor support through the AbilityOne Program, as needed, to perform contract closeout functions for this acquisition. Information, including business sensitive/confidential or proprietary data, that the offeror provides to the Government or information already in the possession of the Government may be viewed and utilized by the AbilityOne Program support contractor personnel during the course of its contract performance. The information that may be made available to the support contractor may include, for example, pricing and technical proposals, historical contract, pricing and performance information, Commercial Asset Visibility (CAV) reporting information and similar data/information.

By submission of a proposal in response to this solicitation, the offeror and its subcontractors consent to a release of their business sensitive/confidential or proprietary data to the Government's AbilityOne Program support contractor personnel in order to perform close out services. Prior to the release of any such information to the support contractor, the support contractor will have in place with the Government a Non-Disclosure/Non-Use Agreement in accordance with the terms of the AbilityOne Program support contract. Offerors may execute their own Non-Disclosure Agreement with the AbilityOne Program (AbilityOne contact information available from the contracting point of contact). The support contractor must provide copies of the executed agreements to the Contracting Officer and the Surveillance Official for the support contract; and the offeror/contractor for this acquisition must provide copies of the executed Agreement to the Contracting Officer for this acquisition. If the offeror/contractor seeks such a Non-Disclosure Agreement with the AbilityOne Program support contractor, the Agreement must be executed no later than the date of final delivery under the resulting NAVSUP Fleet Logistics Center Puget Sound contract.

The public health considerations occasioned by the Coronavirus Disease 2019 (COVID-2019) continue to evolve. Every contractor should be mindful of current events, travel warnings, and health advisories, and of the potential impacts on personnel safety and contracted supplies and services. Offerors are responsible for understanding any travel restrictions or medical warnings/advisories that may be in effect for the place of performance and should price their proposal accordingly. Relevant information may be obtained from the U.S. Center for Disease Control at https://www.cdc.noclick_gov/coronavirus/2019-ncov/index.html, and from the U.S.

Department of State at:

https://travel.state.noclick_gov/content/travel/en/traveladvisories/COVID-19 -Country -Specific-Information.html.

1. At the direction of [insert relevant Command or civilian authority], contractor and subcontractor employees meeting any of the four criteria below are restricted from entering any U.S. Navy Instillation:

(a) Employees who have been in the People's Republic of China, South Korea, Italy, or Iran, or any region that the U.S. Center for Disease Control designates as a Warning Level 3 or higher due to COVID-19 [or other locations identified by the Command or civil authority]. These locations are referred to as "relevant locations." Contractor employees are restricted from entering [name installation or location] for 14 days from the latest date of departure from a relevant location.

(b) Employees who have been in close physical contact for an extended period of time with someone who has returned from a relevant location. Contractor employees are restricted from entering [name installation or location] for 14 days from the last day on which the employee had close physical contact with someone who has returned from a relevant location.

(c) Employees who have been in close physical contact with someone identified as having COVID-19. Contractor employees are restricted from entering [name installation or location] for 14 days from the last day on which the employee had close physical contact with someone identified as having COVID-19.

(d) Employees who have been diagnosed with COVID-19. Contractor employees who have been diagnosed with COVID-19 will not be permitted to access [name installation or location] until they have been cleared to do so by military personnel or by cognizant medical experts for those not serviced by military medical services.

2. Contractors will notify the U.S. Navy's contracting officer if they become aware that any of their employees or subcontractors who would otherwise seek to access [name installation or location] as part of performing contract requirements meet one or more of the four criteria above. The notice will provide the name of the contractor or subcontractor employee, identify the applicable criterion or criteria that applies, and explain (for criteria (a), (b), or (c)) when the 14 day period concludes.

SUBJECT: NAVSUP CORONAVIRUS GUIDANCE FOR INDUSTRY

1. Naval Supply Systems Command (NAVSUP) continues to monitor the ongoing outbreak of the Coronavirus Disease 2019 (COVID-19) and adapt to preventive measures implemented by various authorities to ensure the health and safety of U.S. Military and civilian personnel, and our federal contracting partners. NAVSUP recognizes that there often is a large contractor presence at U.S. Government installations; therefore, to ensure all individuals at government installations are protected to the maximum extent practicable, NAVSUP is requesting the contractor community to take appropriate precautions as the health, welfare and safety of your personnel is vitally important to us.

2. NAVSUP recommends that contractors and their employees monitor travel guidance from the U.S. Centers for Disease Control and Prevention (CDC) for impacts to performance under a NAVSUP contract/procurement vehicleThe CDC issues travel notices for Warning Level 3 (Red): Avoid all non-essential travel; and also, Alert Level 2 (Yellow): Practice enhanced precautions. Such CDC notices may impede contractor travel and the contractor should promptly notify their contracting officer of any such issues affecting performance on individual contracts. While travel within the United States is currently unrestricted, monitor the news for state and/or federal announcements regarding in-country travel and consider implementing preventive measures aligned with those recommendations. In lieu of travel to designated travel restricted locations, consider participation via alternative means (e.g., Webex, video teleconference, telephone etc.). The CDC travel notice information is available at:

https://wwwnc.cdc.gov/travel/notices

3. To the extent a contractor employee has a current Security Clearance issued by the United States Government or performs sensitive duties on a government contract, remind those employees that, in accordance with Security Executive Agent Directive 3 (SEAD-3), effective 12 June 2017, they must disclose planned travel outside the United States to their cognizant security office as a condition of maintaining their security clearance.

4. The CDC provides and updates guidance for travelers returning from travel to any location with a Warning Level 3 or Alert Level 2 travel notice due to COVID-19, or any in-country area that is subsequently designated by the cognizant state or federal authority. That guidance is currently available at:

https://www.cdc.gov/coronavirus/2019-ncov/travelers/after-travel-precautions.html.

5. If a contractor has employees, who are remaining in a location with a CDC Warning Level 3 or Alert Level 2 travel notice due to COVID-19, the contractor should be aware that guidance or directives may be issued from the cognizant Combatant Commander, the United States Embassy for the location, or other local authorities, that may impede contract performance. In addition to CDC Travel Notices, it is recommended that contractors should have their employees stay up-to-date with any health-related information issued by the Combatant Commander, the United States Embassy, and any local authorities. NAVSUP and your contracting officer do not control the issuance of any such extra-contractual guidance or directives.

6. Anyone seeking access to a government facility/installation is required to comply with all access procedures in effect at the time of arrival. Those procedures may change at any time. Some installations/facilities have in effect procedures and restrictions specific to COVID-19, to include denying access to individuals who recently visited certain countries. NAVSUP highly recommends that anyone who needs to access a government facility/installation contact that facility/installation ahead of time to determine the procedures and restrictions in effect.

7. Anyone working at a federal government installation/facility will be expected to adhere to the following guidelines to help minimize the spread of COVID-19:

a. Appropriately wash hands with soap and water for at least 20 seconds. If soap and water are unavailable, use an alcohol-based hand sanitizer that contains at least 60 percent alcohol. These materials should be made available by the installation/facility.

b. Avoid touching eyes, nose, and mouth.

c. Avoid close contact with those who are sick.

d. Cover coughs or sneezes with a tissue or sleeve.

e. Minimize large group meetings or gatherings and implement social distancing, by maintaining six feet or two meter distance from others when possible.

f. Personnel, who have symptoms of acute respiratory illness, shall not access the federal installation or facility, until they are free of fever (100.4 degrees Fahrenheit or 37.8 degrees Celsius or greater using an oral thermometer) without the use of medication.

g. Personnel, who arrive at a federal installation or facility and appear to have acute respiratory illness symptoms, will be separated from other personnel and sent home. It is a contractor’s responsibility to ensure their employees are aware of any contractor leave policies regarding sickness.

8. If telework is a viable option under the terms and conditions of your contract, you are encouraged to explore that with the cognizant contracting officer and/or contracting officer’s representative.

9. Contractors are encouraged to disseminate this correspondence to their suppliers. We request you alert your cognizant contracting officer and/or contracting officer representative in the event that you anticipate any adverse impact to performance on a NAVSUP contract due to COVID-19. Contractors are encouraged to monitor CDC webpages for updated travel advisories and information, the CDC webpage for updated recommended medical protocols, and the news resources for announcements from cognizant state or federal authorities with respect to your local area.

10. Contractors are further encourage to take advantage of guidance and resources outlined by the Small Business Administration (SBA), if impact is anticipated.

https://www.sba.gov/page/guidance-businesses-employers-plan-respond-coronavirus-disease-2019-covid-19

11. Nothing in this Guidance changes any of the terms or conditions of any NAVSUP contract. Contract-specific issues should be directed to the cognizant contracting officer.

12. Thank you for your cooperation and attention to this important health and safety matter.

Questions pertaining to this memo or requests for copies of the references should be addressed to the Contracting Officer. In accordance with references (a) and (b), the DOD and Navy are committed to taking every precaution to ensure the health and wellbeing of our people and the nation in response to the coronavirus disease 2019 (covid-19) pandemic. Navy supports, and will continue to implement, all measures necessary to mitigate risks to the force, to our mission and to the spread of the disease. The center for disease control and prevention (CDC) recommends wearing cloth face coverings in public settings where other social distancing measures are difficult to maintain, especially in areas of significant community-based transmission.

Effective immediately, to the extent practical, ALL individuals, “this includes Navy Contractors,” on DOD property, installations, and facilities are required to wear cloth face coverings when they cannot maintain six feet of social distance.

The below CDC guidance is acceptable. Face coverings will:

a. Fit snugly but comfortably against the side of the face

b. Be from nose to chin full face coverings (like ski masks) are not authorized

c. Be secured with ties or ear loops

d. Preferably include multiple layers of fabric if material is cloth

e. Allow for breathing without restriction

f. Medical or construction type masks, or other cloth covering such as bandanas, scarfs, etc. are acceptable. When in doubt, priority will be compliance with the CDC guidance for function over appearance or preferred date of implementation.

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 REFERENCE

52.246-2 Inspection Of Supplies--Fixed Price AUG 1996

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 N/A N/A N/A N/A

0002 N/A N/A N/A N/A

52.247-34 F.O.B. Destination NOV 1991

CLAUSES INCORPORATED BY FULL TEXT

52.211-8 TIME OF DELIVERY (JUN 1997)

(a) The Government requires delivery to be made according to the following schedule:

REQUIRED DELIVERY SCHEDULE

Within 180 Days After Award

After Date

Item No. Quantity of Contract

The Government will evaluate equally, as regards time of delivery, offers that propose delivery of each quantity within the applicable delivery period specified above. Offers that propose delivery that will not clearly fall within the applicable required delivery period specified above, will be considered nonresponsive and rejected. The Government reserves the right to award under either the required delivery schedule or the proposed delivery schedule, when an offeror offers an earlier delivery schedule than required above. If the offeror proposes no other delivery schedule, the required delivery schedule above will apply.

OFFEROR'S PROPOSED DELIVERY SCHEDULE

Within Days

After Date

Item No. Quantity of Contract

(b) Attention is directed to the Contract Award provision of the solicitation that provides that a written award or acceptance of offer mailed, or otherwise furnished to the successful offeror, results in a binding contract. The Government will mail or otherwise furnish to the offeror an award or notice of award not later than the day award is dated. Therefore, the offeror should compute the time available for performance beginning with the actual date of award, rather than the date the written notice of award is received from the Contracting Officer through the ordinary mails. However, the Government will evaluate an offer that proposes delivery based on the Contractor's date of receipt of the contract or notice of award by adding (1) five calendar days for delivery of the award through the ordinary mails, or (2) one working day if the solicitation states that the contract or notice of award will be transmitted electronically. (The term "working day" excludes weekends and U.S. Federal holidays.) If, as so computed, the offered delivery date is later than the required delivery date, the offer will be considered nonresponsive and rejected.

(End of clause)

Section G - Contract Administration Data

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (DEC 2018)

(a) Definitions. As used in this clause—

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

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

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

“Payment request” and “receiving report” are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232- 7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall—

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

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

(d) WAWF 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://piee.eb.mil/.

(e) WAWF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items—

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

Not Applicable

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

Invoice 2in1

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial item financing, submit a commercial item financing request.

(2) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

[Note: The Contractor may use a WAWF “combo” document type to create some combinations of invoice and receiving report in one step.]

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

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF

Pay Official DoDAAC N68732

Issue By DoDAAC N00406

Admin DoDAAC** N00406

Inspect By DoDAAC N68436

Ship To Code N68436

(4) Payment request. The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) Receiving report. The Contractor shall ensure a receiving report meets the requirements of DFARS Appendix F.

(g) WAWF point of contact. Nancy Trinh 360-479-1135 nancy.q.trinh@navy.mil

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

(2) Contact the WAWF helpdesk at 866-618-5988, if assistance is needed.

Section I - Contract Clauses

52.204-13 System for Award Management Maintenance OCT 2018 52.203-3 Gratuities APR 1984 52.203-12 Limitation On Payments To Influence Certain Federal

Transactions

JUN 2020

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper

MAY 2011

52.204-19 Incorporation by Reference of Representations and Certifications.

DEC 2014

52.204-24 Representation Regarding Certain Telecommunications and Video Surveillance Services or Equipment.

DEC 2019

52.212-4 Contract Terms and Conditions--Commercial Items OCT 2018 52.212-5 Contract Terms and Conditions Required to Implement

Statutes or Executive Orders--Commercial Items

JUN 2020

52.225-18 Place of Manufacture AUG 2018 52.229-3 Federal, State And Local Taxes FEB 2013 52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

52.242-13 Bankruptcy JUL 1995 52.243-1 Changes--Fixed Price AUG 1987 52.252-2 Clauses Incorporated By Reference FEB 1998 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7008 Compliance With Safeguarding Covered Defense Information

Controls

OCT 2016

252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support

MAY 2016

252.204-7016 Covered Defense Telecommunications Equipment or Services -- Representation

DEC 2019

252.204-7017 Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services -- Representation

DEC 2019

252.204-7018 Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services

DEC 2019

252.209-7004 Subcontracting With Firms That Are Owned or Controlled By The Government of a Country that is a State Sponsor of Terrorism

MAY 2019

252.211-7008 Use of Government-Assigned Serial Numbers SEP 2010 252.225-7012 Preference For Certain Domestic Commodities DEC 2017 252.225-7021 Trade Agreements--Basic SEP 2019 252.225-7048 Export-Controlled Items JUN 2013 252.232-7003 Electronic Submission of Payment Requests and Receiving

Reports

DEC 2018

252.232-7010 Levies on Contract Payments DEC 2006 252.243-7002 Requests for Equitable Adjustment DEC 2012 252.244-7000 Subcontracts for Commercial Items JUN 2013 252.246-7004 Safety of Facilities, Infrastructure, and Equipment for

Military Operations

OCT 2010

252.246-7006 Warranty Tracking of Serialized Items MAR 2016

252.247-7023 Transportation of Supplies by Sea FEB 2019

52.204-24 REPRESENTATION REGARDING CERTAIN TELECOMMUNICATIONS AND VIDEO

SURVEILLANCE SERVICES OR EQUIPMENT (DEC 2019)

The Offeror shall not complete the representation in this provision if the Offeror has represented that it “does not provide covered telecommunications equipment or services as a part of its offered products or services to the Government in the performance of any contract, subcontract, or other contractual instrument” in the provision at 52.204-26, Covered Telecommunications Equipment or Services--Representation, or in paragraph (v) of the provision at 52.212-3, Offeror Representations and Certifications--Commercial Items.

(a) Definitions. As used in this provision--

Covered telecommunications equipment or services, critical technology, and substantial or essential component have the meanings provided in clause 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

(b) Prohibition. Section 889(a)(1)(A) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L. 115-232) prohibits the head of an executive agency on or after August 13, 2019, from procuring or obtaining, or extending or renewing a contract to procure or obtain, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. Contractors are not prohibited from providing--

(1) A service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(2) Telecommunications equipment that cannot route or redirect user data traffic or permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(c) Procedures. The Offeror shall review the list of excluded parties in the System for Award Management (SAM) (https://www.sam.gov) for entities excluded from receiving federal awards for “covered telecommunications equipment or services”.

(d) Representation. The Offeror represents that it [ ] will, [ ] will not provide covered telecommunications equipment or services to the Government in the performance of any contract, subcontract or other contractual instrument resulting from this solicitation.

(e) Disclosures. If the Offeror has represented in paragraph (d) of this provision that it “will'' provide covered telecommunications equipment or services”, the Offeror shall provide the following information as part of the offer-

(1) A description of all covered telecommunications equipment and services offered (include brand; model number, such as original equipment manufacturer (OEM) number, manufacturer part number, or wholesaler number; and item description, as applicable);

(2) Explanation of the proposed use of covered telecommunications equipment and services and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b) of this provision;

(3) For services, the entity providing the covered telecommunications services (include entity name, unique entity identifier, and Commercial and Government Entity (CAGE) code, if known); and

(4) For equipment, the entity that produced the covered telecommunications equipment (include entity name, unique entity identifier, CAGE code, and whether the entity was the OEM or a distributor, if known).

(End of provision)

52.204-26 COVERED TELECOMMUNICATIONS EQUIPMENT OR SERVICES--REPRESENTATION (DEC

2019)

(a) Definitions. As used in this provision, “covered telecommunications equipment or services” has the meaning provided in the clause 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

(b) Procedures. The Offeror shall review the list of excluded parties in the System for Award Management (SAM) (https://www.sam.gov) for entities excluded from receiving federal awards for “covered telecommunications equipment or services”.

(c) Representation. The Offeror represents that it [ ___ ] does, [ ___ ] does not provide covered telecommunications equipment or services as a part of its offered products or services to the Government in the performance of any contract, subcontract, or other contractual instrument.

252.211-7003 ITEM UNIQUE IDENTIFICATION AND VALUATION (MAR 2016)

(a) Definitions. As used in this clause-

Automatic identification device means a device, such as a reader or interrogator, used to retrieve data encoded on machine-readable media.

Concatenated unique item identifier means--

(1) For items that are serialized within the enterprise identifier, the linking together of the unique identifier data elements in order of the issuing agency code, enterprise identifier, and unique serial number within the enterprise identifier; or

(2) For items that are serialized within the original part, lot, or batch number, the linking together of the unique identifier data…