Am-0003_W912BV25R0001_Issued 23 January 2025.pdf
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- Attached to
- Tenkiller Spillway Bridge Replacement
- Solicitation number
- W912BV25R0001
About this file
This is Amendment 003 to solicitation W912BV25R0001 for the Tenkiller Spillway Dam Main Bridge Replacement project issued by the US Army Corps of Engineers Tulsa District. The amendment corrects Block 14, Item 1 from Amendment 002 issued on January 22, 2025, and incorporates changes to specification sections and drawing sheets related to quality control, electrical operating machinery, bridge cross-sections, concrete pier modifications, bridge safety barriers, and electrical details.
The proposal due date remains January 31, 2025. The project is an unrestricted solicitation with NAICS code 237310 (Highway Street and Bridge Construction) and a size standard of $45 million. The estimated cost magnitude is between $25-100 million. Offerors must have a National Institute of Standards and Technology (NIST) score in the Supplier Performance Risk System (SPRS) before award can be made.
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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 003 to solicitation W912BV25R0001 is issued to:
1. Correct Block 14, Item 1 from Amendment 002 issued 22 January 2025. Please refer to the continuation page for detailed changes incorporated into the solicitation as part of Amendment 002 attachments.
The date f or receipt of proposals remains 31 January 2025.
All other term and conditions remain unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
1 4
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 23-Jan-2025
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 W912BV25R0001
X 9B. DATED (SEE ITEM 11)
26-Nov-2024
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
23-Jan-2025
CODE
CONTRACTING DIV
US ARMY CORPS OF ENGINEERS, TULSA DISTRICT
2488 E. 81ST STREET
TULSA OK 74137-4290
W912BV 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912BV25R0001
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)
The following have been modified:
Block 14, Item 1 of Amendment 002 has been corrected: Incorporate changes to: specification sections 01 71 00.00 and 31 51 11.00 10, and updated draw ing sheets G-001_VOL1, S-001, S-320, S-321, S-322, S-510, S-511, S-550, S-551, S-552, S-553, E-100, E-506, and T-254
Amendment 0002 Continuation Sheet
Tenkiller Spillway Dam Replace Main Spillway Bridge
Date: 1/21/2025
Standard Form (SF) 30, Block 14 (continuation). Change the solicitation documents as follows. The revised/new sections/appendices, listed below, are hereby added to, or revised, and made a part of the solicitation.
Revised sections/appendices:
SPECIFICATIONS
Revised or added/ deleted information can be located, in the specifications, by searching for an asterisk and amendment number (i.e., *AM0002).
SECTION
DESCRIPTION OF CHANGE
01 45 00.00 Quality Control REPLACE section with the REVISED section of the same number.
35 01 41.00 10 Electrical Operating Machinery For locks and Dams
Specification revised to clarify finish of torque shaft.
REPLACE section with the REVISED section of the same number
DRAWINGS
Changes are identified with a revision triangle # 2.
SHEET DESCRIPTION OF CHANGE
G-001_VOL 2 Project Sheet Index Revised to include addition of Sheet R-744. REPLACE drawing with the REVISED drawing of the same number.
S-001 Structural General Notes
Removed "MAINTENANCE WALKWAY & SAFETY BARRIER WALL 3.5 ksi" from General Structural Note IV.1.
REPLACE drawing with the REVISED drawing of the same number.
S-320 Bridge Cross-Sections
Revised callout on H1/S-320 from "…UTILITIES SUPPORTED BY NEW UTILITY TRAY" to "UTILITIES AND
UTILITY SUPPORTS"
REPLACE drawing with the REVISED drawing of the same number.
S-321 Bridge Cross-Section At Pier
Revised callout on A1/S-321 from "…UTILITIES SUPPORTED BY NEW UTILITY TRAY" to "UTILITIES AND
UTILITY SUPPORTS"
S-322 Bridge Cross-Section At Pier
Revised callout on A1/S-322 from "…UTILITIES SUPPORTED BY NEW UTILITY TRAY" to "UTILITIES AND
UTILITY SUPPORTS"
REPLACE drawing with the REVISED drawing of the same number.
S-323 Bridge Cross-Section At Pier
Revised callout on A1/S-323 from "…UTILITIES SUPPORTED BY NEW UTILITY TRAY" to "UTILITIES AND
UTILITY SUPPORTS".
REPLACE drawing with the REVISED drawing of the same number.
S-510 Concrete Pier Modification Details
Key Note added to details on S-510 to indicate the application of bond breaker between vertical faces of new concrete for pedestals and existing pier concrete. REPLACE drawing with the REVISED drawing of the same number.
S-511 Concrete Pier Modification Details
Details F1/S-511 & A16/S-511 revised to include elevation marker clarifying the top surface of the pier. REPLACE drawing with the REVISED drawing of the same number.
S-550 Bridge Safety Barrier Elevations
Elevations revised to clarify locations and extents of sawed control joints in.
REPLACE drawing with the REVISED drawing of the same number.
S-551 Bridge safety Barrier Maintenance Walkway, and Scupper Details
Revised Detail G15/S-551. "HSS 16x4 SCUPPER" revised to "HSS 14x4 SCUPPER".
REPLACE drawing with the REVISED drawing of the same number.
S-551 Bridge safety Barrier Maintenance Walkway, and Scupper Details
Revised title of E7/S-551 to change "CONSTRUCTION JOINT" to "SAWED CONTROL JOINT." Also revised E7/S- 551 detail notes.
REPLACE drawing with the REVISED drawing of the
S-553 Bridge Safety Barrier Details
Details K9/S-553 & E9/S-553 added for clarification of sawed control joints. All instances of "PARAPET" revised to "WALL."
REPLACE drawing with the REVISED drawing of the same number.
ES100 Electrical Site Plan Revised Key Note 7 to add coating requirements for conduits.
REPLACE drawing with the REVISED drawing of the same number.
E-506 Electrical Details Revised L12/E-506 to require concrete encasement of the new MV duct section.
See attachment titled Tenkiller Bridge AM0002 1.21.25.pdf (48 Pages) for additional continuation pages.
(End of Summary of Changes)
R-744 Lifting Bracket and Socket Eye Bolt Assembly Shop Drawing
New drawing: R-744 Lifting Bracket and Socket Eye Bolt Assembly Shop Drawings.
File details come from the government source that posted it. Updated .