W9127N22B0013 BN Sluiceway Gate Replacement Amendment 2.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 post an updated draw ing for Sheet Identification M-504 (page 16 of 21 in the orginal BDP1.146_Final_Package_Draw ings). Please refer to the attached BDP1.146_M-504 for additional details.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 26-May-2022

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 W9127N22B0013

X 9B. DATED (SEE ITEM 11)

09-May-2022

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 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

26-May-2022

CODE

USACE, PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N22B0013

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION J - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

The below Table of Contents has been added

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 BD1.146_M-504 Updated

Drawing

(End of Summary of Changes)

M-504

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SHEET

IDENTIFICATION

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US Army Corps of Engineers

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54321

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B

SCALE:

LIFTING ARM ASSEMBLY

6"=1'-0"

MATERIAL: CARBON STEEL

PER: ASTM A572 GRADE 50

NO. REQD: 2

HEXAGON SOCKET FLAT COUNTERSUNK

CAP SCREW PER ASTM F835

2 - 13 UNC, 8 PER ARM

LIFTING ARM UPPER RUB PAD

SEE M-505

LIFTING ARM MIDDLE RUB PAD

SEE M-505

HEXAGON SOCKET FLAT COUNTERSUNK

CAP SCREW PER ASTM F835

4 - 20 UNC -

4", 12 PER ARM

SHEAVE PIN RETAINER

SEE M-505

16" OD, 14" ID SHEAVE

FOR

4" WIRE ROPE

MAX WIDTH 2"

SELF LUBRICATED BEARING PER SPECS

19" OD, 17" ID SHEAVE

FOR

4" WIRE ROPE

MAX WIDTH 2"

SELF LUBRICATED BEARING PER SPECS

SIZE PIN PER SHEAVE AND

SELF LUBRICATED BEARING

MANUFACTURER'S RECOMMENDATION

LIFTING ARM

6"=1'-0"

2"

3/8" , DEPTH OF

SHEAVE PIN HOLE

A

SECTION

SCALE: 1 1/2" = 1'-0"

DETAIL

1/2-13 UNC - 2B 1/2"

POSITION FROM RUB PAD

1/2-13 UNC - 2B 1/2"

POSITION FROM RUB PAD

3/4" X 45° CHAMFER, TYP

1/4-20 UNC - 2B 1/2", TYP

2"

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

LOWER LEAF

1/4" = 1'-0"

3/8-16 UNC - 2B 3/4"

11"

R7 1/4"

4" , BORE AFTER WELDING

EXTENSION, FIT PER SELF

LUBRICATED BEARING

MANUFACTURER'S

RECOMMENDATION

HEXAGON SOCKET FLAT COUNTERSUNK

CAP SCREW PER ASTM F835

8 - 16 UNC - 1.75", 6 PER ARM

9"

4"

FROM DOWNSTREAM OF SKINPLATE

HEXAGON SOCKET FLAT COUNTERSUNK

CAP SCREW PER ASTM F835

8 - 16 UNC - 1.5", TYP 4 PER ARM

SELF LUBRICATED ARM BEARING

SEE M-505

LIFTING ARM RETAINER CAP

SEE M-505

SELF LUBRICATED THRUST BEARING

SEE M-505

LIFTING ARM AXLE

SEE M-505

LC3 FIT

LOWER RUB PAD

SEE M-505

UPPER SHEAVE ℄

1/4" HRU

1/2" X 82°

3/4"

3/4"

1/4

1/4

1/4

BOTH INSIDE FACES OF

SHEAVE HOLDER

HEXAGON SOCKET FLAT COUNTERSUNK

CAP SCREW PER ASTM F835

4 - 20 UNC -

4", 4 PER ARM

MACHINE CAP SEPARATELY

4" PLATE, TYP

3/16

NOTE: FABRICATE MAIN LENGTH OF

LIFTING ARM FROM SINGLE PIECE OF 2" PL

2"

1'