N6426723Q5099 amend 3.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

The purpose of this amendment is to update CLINs 0001-0003, to update section C, scope of w ork and to extend the solicitation date. All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 31-Oct-2023

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 N6426723Q5099

X 9B. DATED (SEE ITEM 11)

22-Sep-2023

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

31-Oct-2023

CODE

NAVAL SURFACE WARFARE CENTER CORONA DIV.

1999 FOURTH STREET BLDG 510

NORCO CA 92860

N64267 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6426723Q5099

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION B - SUPPLIES OR SERVICES AND PRICES

CLIN 0001

The CLIN description has changed from Core Test to N/A.

The CLIN extended description has changed from:

Concrete Core Test: See Section C and J

To:

N/A The pricing detail quantity has decreased by 1.00 from 1.00 to 0.00.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

SCOPE OF WORK

SALES TAX EXEMPTION

The contractor is hereby advised that the United States Government and Agencies thereof are exempt from State and Local Government tax by virtue of Article 6 of the United States Constitution. No exemption certificate is required.

STATEMENT OF WORK

for KC-130J Weapons System Trainer-5 (KCWST-5) Site Activation Planning

Building 4041, MCBH Kaneohe Bay, HI

1. PURPOSE: To comply with Force Design 2030 re-establishment of VMGR-153. Site activation planning for KC-130J Weapons System Trainer-5. Structural AE Concrete Testing of the current reaction pad in Simulator Room 401, Building 4041 at MCBH Kaneohe Bay is required with results of that testing to be provided in a Professional Engineering (PE) Analysis Report for use in assessing suitability of existing reaction pad.

2. SPECIFIC TASK AREAS: MCBH Building 4041, Simulator Room 401 Hi-Bay, contains a concrete reaction pad that is 5’ (ft) in thickness and a has floor area of 23’(ft) -5” (inches) x 27’(ft). Visual inspection of the concrete shows it to be in good condition however the reaction pads’ integrity (flaws, honeycomb, voids, inclusions, compressive strength), is unknown. Site activation planning for the installation of the full motion simulator KCWST-5 requires that the reaction pad meet the KCWST Training Facility Report (TFR) structural requirements prior to installation. The contractor shall conduct a series of non-destructive tests to assess the conditions of selected areas of the concrete reaction pad. Test methods used shall provide test results in compressive splitting tensile and flexural strength of existing in-place concrete as well as the integrity (flaws, honeycomb, voids, inclusions, compressive strength).

A. Non-Destructive Concrete Test: The contractor must use Ultrasonic Pulse Velocity Testing in place of

Rebound Hammer Testing. If the contractor chooses to follow the Ultrasonic Pulse Velocity Testing, testing shall be conducted in accordance with ASTM C597. The contractor shall provide Ultrasonic Pulse Testing at the 3 (three) identified motion base plates marked on the reaction pad. The contractor shall perform a series of test points across the designated base plate configuration. The contractor shall perform the test under the ‘Indirect Transmission for Slab’. The contractor shall measure for flaws, honeycombed areas, voids, inclusions, cracks, uniformity and strengths. Provide report and schedule.

B. Additional Non-Destructive Concrete Test: The Rebound Hammer test is a Non-destructive testing method of concrete which provides a convenient and rapid indication of the compressive strength of the concrete. The contractor shall provide a Rebound Hammer for the non-destructive Hardened Concrete Test.

The contractor shall conduct the Rebound Hammer test in accordance with ASTM C805-2. Three motion base plates will support the legs of KCWST-5 and the base plates will be marked on the reaction pad. The contractor shall provide 15 hammer test points underside of each of the designated motion base plates location. Three areas will be marked with 15 hammer test point at each location.

C. Professional Engineering (PE) Analysis Report: The contractor shall capture the test results and findings and include them in the Analysis Report to the Government. The Analysis Report shall contain an analysis of the findings along with an assessment and recommendation to the Government on the suitability of the existing reaction pad to meet the TFR for KCWST-5. The Professional Engineering Analysis report shall be signed by a qualified professional engineer.

FLOOR PLAN FOR GENERAL USE - NOT TO SCALE

3. DELIVERABLES

NUMBER NAME

A001

PROFESSIONAL ENGINEERING (PE)

ANALYSIS REP

DID001 DI-SESS 81839

SECTION F - DELIVERIES OR PERFORMANCE

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-DEC-2023 1 MARINE CORPS BASE KANEOHE BASE

TBD

E STREET, BLDG 216

KANEOHE BAY HI 96863

8082571110 FOB: Destination

M00318

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-DEC-2023 0 MARINE CORPS BASE KANEOHE BASE

TBD

E STREET, BLDG 216

KANEOHE BAY HI 96863

8082571110 FOB: Destination

M00318

(End of Summary of Changes)