19b0001_Solicitation_Amendment_0003_17May19.pdf

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Construct AK USPFO Building
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W91ZRU19B0001
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19b0001 Solicitation Amendment 0003 17May19

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020143

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 0003 incorporates the follow ing:

A. Incorporate the Changes in the Specification and Draw ings as described on block 14 continuation page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 17-May-2019

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 W91ZRU-19-B-0001

X 9B. DATED (SEE ITEM 11)

09-Apr-2019

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

17-May-2019

CODE

W91ZRU USPFO FOR ALASKA

KO FOR AKNG

PO BOX B, CAMP DENALI

FT RICHARDSON AK 99505-2610

W91ZRU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W91ZRU-19-B-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 3

SPECIFICATION CHANGES:

- The following are changes to the specifications without reissuance

Section 033000 -Cast in Place Concrete

Paragraph 2.5C: Change to

C. Normal-Weight Aggregates: ASTM C 33, Class 1N or 1M coarse aggregate or better, graded. Provide aggregates from a single source.

1. Maximum Coarse-Aggregate Size: 1 1/2 inch nominal at footings (3/4” nominal aggregate size at contractors discretion), 3/4 inch nominal for all other applications.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

Section 042200 – Concrete Unit Masonry:

Paragraph 3.7.A.5; change “24 inches o.c. horizontally” to “16 inches o.c. horizontally”.

Paragraph 3.7.A.6: delete entirely.

Section 074217 – Insulated-Core Metal Wall Backup Panel System:

Paragraph 2.3.A. 1. ; change “Vertical Metal Wall Backup Panel” to “Horizontal Metal Wall Backup Panel”

Paragraph 2.3.B 1. ; change “Vertical installation metal wall backup panel,” to “Horizontal installation metal wall backup panel, ”.

Section 260543, Paragraph 3.2

REPLACE Subparagraph D: WITH “Underground Ductbanks and feeders Crossing Driveways:

RNC Type EPC-40 PVC, encased in reinforced concrete unless otherwise indicated. “

ADD Subparagraph F. Branch circuits under parking lots: RNC Type EPC-40-PVC, direct-buried unless otherwise indicated

DRAWING CHANGES:

W91ZRU-19-B-0001

- The following are changes to the drawings without reissuance

Drawing A-501; Detail A3: Change 4” insulated-core metal wall backup panel system note from “vertically” to “horizontally”.

Drawing A-502; Detail A5: Change 4” insulated-core metal wall backup panel system note from “vertically” to “horizontally”.

Drawing A-512; Detail B2: Change 4” insulated-core metal wall backup panel system note from “horizontally” to “vertically”. Contractor has the option of using 4” insulated-core metal wall panels installed vertically in lieu of 4” insulated-core metal wall backup panels.

Drawing A-555; Detail C4: Change the clearance between the handrail and wall substrate from 1 ½” to 2 1/4”.

Drawing A-555; Detail C5: Change the clearance between the handrail and the guardrail from 1 ½” to 2 1/4”.

Drawing A-555; Detail D2: Change the clearance between the handrail and the guardrail from 1 ½” to 2 1/4” in two places.

Drawing A-613; Detail B5: Change 4” insulated-core metal wall backup panel system note from “vertically” to “horizontally”.

Drawing A-613; Detail A5: Change 4” insulated-core metal wall backup panel system note from “vertically” to “horizontally”.

Drawing A-614; Detail B5: Change 4” insulated-core metal wall backup panel system note from “vertically” to “horizontally”.

(End of Summary of Changes)

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