Amendment_No__0003_0003.pdf

140R6024R0002 x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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.

x

R60

01/10/20240003

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

Bureau of Reclamation Missouri Basin Region Regional Office PO Box 36900 Billings MT 59107

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

12/11/2023

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Ryan Cope

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

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

St. Mary Canal Diversion Works, Dam Replacement and Fish Modification, Milk River Project, Montana

See the attached for the changes incorporated by this amendment:

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Solicitation No. 140R6024R0002 Amendment No. 0003

Description of Changes:

1. In Part I – The Schedule, in Section C – Description/Specifications, remove Specification 51 00 70 – Groundwater Readings, and substitute therefor the attached revised Specification 51 00 70.

2. In Part I – The Schedule, Section C – Description/Specifications, in Section 52 00 00 – Drawings, remove the following drawing(s) and substitute therefor the attached revised drawing(s):

Sheet No. Drawing No.

7 15-D-60138, Revision 1 dated 8/8/2023

For convenience, essential changes on the revised solicitation pages are indicated by a vertical line in the margin where lines or paragraphs were changed from the previous version. The changes are also indicated in bold italic font. However, all portions of the revised solicitation pages shall apply whether changes thereon have or have not been indicated.

Acknowledgement: See Block 11 above regarding how to acknowledge this amendment. The Government must also receive the acknowledgement at the place designated for Acknowledgement of Amendments (See Block 19 of the Standard Form 1442).

Receipt of Proposals: The hour and date for receipt of proposals remains the same; February 9, 2024 at 1600 MST.

Third Party: If you have given a copy of the solicitation to someone else, please forward this amendment accordingly.

St. Mary Canal Diversion Works Dam Replacement and Fish Modifications Milk River Project, Montana Amendment No. 0003

Groundwater Readings Revised 51 00 70 - 1

SECTION 51 00 70

GROUNDWATER READINGS

PART 1 GENERAL

1.01 GROUNDWATER READINGS

A. St. Mary Diversion Dam – Observation Wells Groundwater Readings – Headgates closed is provided.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Milk River Project, Montana Amendment No. 0003

Groundwater Readings Revised 51 00 70 - 2

Revised 51 00 70 - 3

Revised 51 00 70 - 4

Revised 51 00 70 - 5

Revised 51 00 70 - 6

Revised 51 00 70 - 7

END OF SECTION

FISH SCREEN

STAINLESS STEEL - 304, 304L, 316, 316L

62 REQUIRED

ISOMETRIC

SECTION N

SECTION QDETAIL 8

SECTION P

SECTION R

1 2 3 4 5

D

C

B

A

D

C

B

A

54321

SHEET 7

15-D-60138

FISH SCREEN STRUCTURE

DENVER, CO 2023-06-07

APPROVED

TECH APPR. A. Lewis, PE A. Lewis, PE

CHECKED

T. Killingsworth

DRAWN

E. Paquette

DESIGNED

E. Paquette

DETAIL - PART - SECTIONS

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R. Stephen, PE Mechanical Structures Group ManagerADMIN. APPROVAL -

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Detail 8 P

P

R

RVee profile bars not shown

Vee profile support bar, .070x.100

4' 1'

-9

R1"

4"

1" THRU

4'-87 8"

1" c tr s ty p.

Vee profile support bar

8"

3"

3 8"

2x 8 Bar

3' -1

11 4"

3x 8 x 3'-11

4" Bar

2x 8 Bar typical

2x 2 x 3'-11

4" Bar

8"

3x 8 Bar

4" Plate

1' -5

11 16

1' -9

3"

3 8"

30°

Vee, wedge, or profile bar. See Specifications.

3"

4" 1'

-8

1' -8

Symmetric about CL.

3X 2-13 UNC-2A x 2

2" stainless steel stud for Part 26

2'-2 7 16"

NOTES

A. Return all fillet welds.

B. All joints, unless otherwise notes, shall be seal welded, whenever possible, to exclude water.

C. Welds apply to all members of similar identification.

R1 2"

5' -1

015 16

1'-11 7 16"

3/16 3"

3' -6

S pa ce s

Ø 4" Holes THRU interior bars, TYP.

Symmetric about CL.

3" 1'-11 7 16"

3/16 3/16

3/16 3/16

3/16

3/16

1/8

3/16 3/16

1/8 1/8

1"

8" Typ

1/8 1/8

.125 Fish screen face

8/

8/

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