Amendment 0005 W912P623B0004 Appleton Lower Dam Gates 1-5 Replacement.pdf

W81G6600989835

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

REFERENCE: INVITATION FOR BIDS NO. W912P623B0004, "APPLETON LOWER DAM GATES 1-5 REPLACEMENT IN OUTAGAMIE COUNTY, APPLETON, WISCONSIN ON THE FOX RIVER"

- THIS AMENDMENT CONTINUES ON THE NEXT PAGES -

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 30-Mar-2023

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 W912P623B0004

X 9B. DATED (SEE ITEM 11)

10-Feb-2023

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

30-Mar-2023

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P623B0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

A. BID OPENING DATE AND TIME:

The Bid Opening Date and Time is NOT EXTENDED by this Amendment. Therefore, bids are due by 2:00 p.m.

(Central Time) on April 4, 2023. Detailed information regarding the submission of bids is located at Section 00 22 13 of the Solicitation document – See “IMPORTANT BID NOTES.”

B. AMENDED DRAWING SHEETS: The following Drawing Sheets have been revised and are hereunder enclosed replacing the previously furnished respective sheets.

SHEET REF. NO. TITLE AND DESCRIPTION

RR-110 Required Real Estate Corrected callout to different sheet.

S-300 Required Tainter Gate and Sluiceway Pier Section Corrected callout to different sheet.

C. AMENDED SECTION 00 70 00 – CONDIITIONS OF THE CONTRACT

The clause 252.236-7001 has been removed and replaced. The following has been added and is incorporated in full text:

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

SHEET NUMBER SHEET

REFERENCE

TITLE

1 G-001 COVER SHEET

2 GI-001 GENERAL INFORMATION, SHEET INDEX

3 V-100 APPLETON LOWER DAM EXISTING OVERALL SITE MAP & WORK

PLAN

4 RR-100 APPLETON LOWER DAM REAL ESTATE

5 SD-100 APPLETON LOWER DAM SITE DEMOLITION PLAN

6 S-100 APPLETON LOWER DAM REQUIRED SITE WORK

7 S-300 APPLETON LOWER DAM REQ'D SECTION

8 SC-001 TAINTER GATE GENERAL NOTES

9 SC-200 TAINTER GATE REQ'D ELEVATIONS

10 SC-300 APPLETON LOWER GATES 1-5 REQ'D SECTION

11 SC-500 APPLETON LOWER GATES 1-5 TAINTER GATE DETAILS

12 SC-501 APPLETON LOWER GATES 1-5 TAINTER GATE DETAILS - 2

13 SC-502 APPLETON LOWER GATES 1-5 TAINTER GATE DETAILS - 3

14 SC-503 APPLETON LOWER GATES 1-5 PLATFORM DETAILS

15 SC-700 APPLETON LOWER GATES 1-5 TAINTER GATE CONTROL PLAN

16 M-500 APPLETON LOWER GATES 1-5 TRUNNION PIN AND BEARING

DETAILS

17 R-001 APPLETON LOWER DAM, SLUICEWAY PLAN & TYPICAL

SECTIONS: DATE JUNE 30, 1933

18 R-002 APPLETON LOWER DAM, SPILLWAY PLAN & TYPICAL SECTIONS:

DATE JUNE 30, 1933

19 R-003 APPLETON LOWER DAM, STEEL DETAILS: DATE JUNE 30, 1933

20 R-004 APPLETON LOWER DAM, STEEL SLUICE GATE: DATE JUNE 30,

21 R-005 APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS:

PLAN, SECTIONS & DETAILS EXISTING SLUICEWAY: DATE

MARCH 20, 1963

22 R-006 APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS:

PLAN & DETAILS REHABILITATED SLUICEWAYS: DATE MARCH

20, 1963

23 R-007 APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS:

SECTIONS & DETAILS - PIERS 1,2,3 & 4: DATE MARCH 20, 1963

24 R-008 APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS:

REINF. & DETAILS - PIER NO.5: DATE MARCH 20, 1963

25 R-109 APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS:

REINF. & DETAILS - EAST ABUTMENT: DATE MARCH 20, 1963

26 R-110 APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS:

GATE ANCHORAGE DETAILS: DATE MARCH 20, 1963

27 R-111 APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS:

DETAILS OF NEW GATES: DATE MARCH 20, 1963

28 R-112 APPLETON LOWER DAM, TOPOGRAPHIC SURVEY: DATE JUNE

(End of clause)

D. POINT OF CONTACT: The Point of Contact (POC) for this Amendment is Ericka Hillard at (312) 846-5378;

email: ericka.d.hillard@usace.army.mil.

END OF AMENDMENT NO. 0005

(The aforementioned Drawing Sheets follows)

APPLETON UPPER DAM

UPPER APPLETON DAM

E4

SCALE: NTS

VICINITY MAP - APPLETON

F1

SCALE: NTS

LOCATION MAP

A1

MODEL

SCALE: 1" = 200'

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PROJECT SITES

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REQ'D TRUNNION PIN

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SHOE ASSEMBLY TO

EXISTING TRUNNION

THROUGH R-112

REFER TO SHEETS R-006

EXISTING GATE ANCHORAGE.

REQ'D TRUNNION PIN SLEEVE

REQ'D TAINTER GATE

REQ'D MAINTENANCE PLATFORM

REQ'D SILL PLATE

REQ'D SIDE SEAL PLATE. SEE DETAIL A6 ON SHEET SC-500

EXISTING STOP LOGS AND RECESS

EXISTING REINFORCED CONCRETE SLUICEWAY PIER

EXISTING SLUICEWAY WALKWAY

16'-0"

12' 10"'

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SECTION (GATE 1-5)

REQ'D TAINTER GATE AND SLUICEWAY PIER

1/2"=1'-0"SCALE: 0 2' 4'1'

S I Z

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EL. 716.95 - TOP OF PIER

EL. 709.76 - TOP OF GATE

EL. 706.71 - CL TRUNNION PIN

H.P. HEADWATER VARIES - SEE NOTE 2

EL. 699.16 - TOP OF SILL

M-500

A11

SC-300

A11

B3

SC-501

A13

SC-501

SC-500

J10

A14

SC-503

A1

SC-200

J14

SC-501

A13

SC-200

M-500

K1

A9

SC-503

N.P. TAILWATER VARIES - SEE NOTE 2

ALL ELEVATIONS PROVIDIED ON THIS SHEET ARE GIVEN IN NAVD88.3.

TAILWATER ELEVATIONS.

SEE ATTACHMENT TO SPEC SECTION 01 35 13 FOR HEADWATER AND 2.

BASED ON TRUNNION PIN SURVEY.

STRUTS SHALL BE MILLED TO BEAR ON THE STRUT END AND WEB PLATES

REQ'D TRUNNION PINS SHALL BE SURVEYED AFTER INSTALLATION. W8X35 1.

GENERAL SHEET NOTE