0006.pdf

ACQR5764267

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:

1. To provide responses to PPIs.

2. Incorporate clause.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 15-Apr-2020

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 N4008520R0069

X 9B. DATED (SEE ITEM 11)

03-Mar-2020

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 is extended, X 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

15-Apr-2020

CODE

NAVFAC MID ATLANTIC

MARINE CORPS IPT

9324 VIRGINIA AVE

NORFOLK VA 23511

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008520R0069

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 reference:

52.244-6 Subcontracts for Commercial Items AUG 2019 252.244-7000 Subcontracts for Commercial Items JUN 2013

The following have been added by full text:

AMENDMENT 0006 PPIS

72 4/13/2020 Tunnel and

Crane Rail Specifications

03 30 00 Pg. 5 Will the proposed concrete foundations for the new crane rail be considered Mass Concrete?

A construction joints plan must be submitted to prevent meeting the criteria of mass concrete as defined in Specification 03 30 00.

If the Contractor proposes to use larger placements than identified in Specification 03 30 00, the Contractor must follow the provisions of ACI 301-16, Mass Concrete. Interface surfaces at construction joints must be roughened to 1/4" amplitude.

73 4/13/2020 Cast-In Place Concrete Specification

03 30 00 Pg. 5 Are any additional specifications for Mass Concrete as defined on Page 5 of the Cast In Place Concrete Specification to be incorporated in this project?

A construction joints plan must be submitted to prevent meeting the criteria of mass concrete as defined in Specification 03 30 00.

If the Contractor proposes to use larger placements than identified in Specification 03 30 00, the Contractor must follow the provisions of ACI 301-16, Mass Concrete. Interface surfaces at construction joints must be

N4008520R0069 roughened to 1/4" amplitude.

74 4/13/2020 Crane Rail and Tunnel Drawings

General Notes

G-

Please confirm that all reinforcing steel will be ASTM A615 Grade 60.

Reinforcement can also Be ASTM A-706. All Reinforcement shall be Grade 60 with the exception of the core reinforcement of the Micropile. Per specification, 31 68 13, Section 2.2, the core reinforcement shall be ASTM A722, grade 150.

(End of Summary of Changes)