Sol_140R1726Q0027_Amd_0001.pdf

Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: is not is required copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7.ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

PAGESOF

Contractor

The hour and date specified for receipt of Offers to sign this document and return

Jeri L. Wahl

See continuation page

Bureau of Reclamation Pacific Northwest Region Grand Coulee Acquisition Group Hwy 155, PO Box 620 Grand Coulee WA 99133

R17

140R1726Q0027

08/04/2026

07/31/2026

1 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGES

NAME OF OFFEROR OR CONTRACTOR

SUPPLIES/SERVICES

(B)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

OPTIONAL FORM 336 (4-86)

Sponsored by GSA FAR (48 CFR) 53.110

ITEM NO.

(A)

QUANTITY

(C)

NSN 7540-01-152-8067

140R1726Q0027/0001

1. The purpose of this amendment is to provide answers to questions asked by a contractor.

Question: I need to know what the road width is for each gate location, whether any of the openings will be covered by a dual gate setup or are they covered by a single gate, gate height requirements, will the gates be fabricated from ornamental aluminum, steel or chain link and lastly, will barbed wire or security finials be required?

Answers:

Gate 1 (single gate over roadway): Panel needs to be 21' in length right hand open and panel should be 7' amplimesh (or equivalent) nominal

3.125" by 2.875" diamond 6063-T5 alloy aluminum screen fabric welded both sides completely, with sway bracing. Leading member of an aluminum barrier 4" schedule 40 round tube, sway braces- 1 ¼ x 1 ¼ x 1/8 square tube uprights- 2 x 2 x .188 square tube. Sway braces bolted to barrier. Barriers with sway braces are designed to withstand 100 MPH wind load, or optional 150 MHP sway bracing. 1' barbed wire top.

Gate 2 (single gate over roadway): Barrier shall be a structural assembly containing a crash beam hinged at one end - lockable at the other, which can be raised and lowered hydraulically with a minimum K-12/M-50 crash rating.

Barrier Height: Height of the Barrier shall nominally be 33 inches (0,93 M) as measured from the roadway surface to the centerline of the crash beam.

Barrier Clear Opening: The standard clear opening shall be 264 inches (22ft) as measured inside-to-inside of the hinge and locking buttress.

Gate set 3 (2 gates covering 2 lanes of travel): (Each gate for 2 gates) Panel needs to be 14' in length 1 right hand open and 1 left

Continued...

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGES

NAME OF OFFEROR OR CONTRACTOR

SUPPLIES/SERVICES

(B)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

OPTIONAL FORM 336 (4-86)

Sponsored by GSA FAR (48 CFR) 53.110

ITEM NO.

(A)

QUANTITY

(C)

NSN 7540-01-152-8067

140R1726Q0027/0001 hand open, and panel should be 7' amplimesh (or equivalent) nominal 3.125" by 2.875" diamond

6063-T5 alloy aluminum screen fabric welded both sides completely, with sway bracing.

Leading member of an aluminum barrier 4" schedule 40 round tube, sway braces- 1 ¼ x 1 ¼ x 1/8 square tube uprights- 2 x 2 x .188 square tube. Sway braces bolted to barrier. Barriers with sway braces are designed to withstand 100

MPH wind load, or optional 150 MHP sway bracing. 1' barbed wire top.

Gate set 4 (2 gates covering 2 lanes of travel): (Each gate for 2 gates) Barrier shall be a structural assembly containing a crash beam hinged at one end - lockable at the other, which can be raised and lowered hydraulically with a minimum K-12/M-50 crash rating.

Barrier Height: Height of the Barrier shall nominally be 33 inches (0,93 M) as measured from the roadway surface to the centerline of the crash beam.

Barrier Clear Opening: The standard clear opening shall be 168 inches (14ft) as measured inside-to-inside of the hinge and locking buttress.

2. Contractors shall acknowledge receipt of this amendment by signing and dating in block

15 and return with quote.

Sponsored by GSA FAR (48 CFR) 53.110