Amendment 2 (Correct).pdf
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- Mosquito Stilling Basin Joint Sealing
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- W911WN20Q8000
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U.S. ARMY ENGINEER DISTRICT, PITTSBURGH
ATTN CELRP-RC-P
W S MOORHEAD FEDERAL BUILDING
1000 LIBERTY AVENUE ROOM 2203
PITTSBURGH PA 15222-4186
W81ET492213808
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
RE: Stilling Basin Joint Sealing, Mosquito Creek Dam, Trumbull County, Ohio
The purpose of this amendment is to: 1) Provide response to an additional question received; 2) Revise three (3) Sections of the Technical Specif ications; 3) Revise tw o (2) Draw ings; and 4) Extend the hour and date for receipt of quotes from 05:00 PM ET 22 November 2019 to 5:00 PM ET 26 November 2019.
See Summary of Changes for details.
1. CONTRACT ID CODE PAGE OF PAGES
1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 21-Nov-2019
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 W911WN20Q8000
X 9B. DATED (SEE ITEM 11)
31-Oct-2019
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 X is extended, 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
21-Nov-2019
CODE
U.S. ARMY ENGINEER DISTRICT, PITTSBURGH
ATTN CELRP-RC-P
W S MOORHEAD FEDERAL BUILDING
1000 LIBERTY AVENUE ROOM 2203
PITTSBURGH PA 15222-4186
W911WN 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE W911WN
FACILITY CODECODE
Matthew.W.Reed@usace.army.milEMAIL:412-395-7157TEL:
MATTHEW W REED / ADDED BY UPASS
W911WN20Q8000
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)
The following have been added by full text:
AMENDMENT 0002
The following specification sections have been revised and are attached to this amendment:
Stilling Basin Joint Sealing, Mosquito Creek Dam, Trumbull County, OH, Certified Final RTA, Technical Specifications, October 2019, 193 pages (Attachment 1 to Request For Quote, SF 18)
01 22 00.00 08 PRICE AND PAYMENT PROCEDURES
Paragraph 1.3.8.1 Payment Sections updated to clarify payment for higher load capacity calculations, if the contractor chooses to do them, will be included in this CLIN.
02 11 01 MISCELLANEOUS WORK
Paragraph 1.12 OUTFLOW TUNNEL CROSSING Paragraph added to clarify out flow tunnel crossing maximum load, and optional contractor provided calculations to increase maximum load.
02 11 01 MISCELLANEOUS WORK
SD-02 Shop Drawings Outflow Tunnel Crossing shop drawing added to submittal register.
The following contract drawings have been revised and are attached to this amendment:
Beaver River Basin, Mosquito Creek Lake Reservoir, Stilling Basin Joint Sealing, Certified Final Documents, October 2019, 27 pages, Attachment 2 to Request For Quote, SF 18)
G-105 CONTRACTOR WORK LIMITS PLAN AND NOTES
Revised existing note.
X-101 OVERALL PROJECT WORK AREAS PLAN AND NOTES
Revised existing note.
SECTION 00 10 00 - SOLICITATION
The required response date/time has changed from 22-Nov-2019 05:00 PM to 26-Nov-2019 05:00 PM.
SECTION 00 21 00 - INSTRUCTIONS
W911WN20Q8000
The following have been added by full text:
QUESTION AND ANSWER
Response to Question Received
Q: The current access plan with 5 ton restrictions will not work. The access of the 5 ton limit makes the project unconstructable. Furthermore, the access route has the Corps placing 80 Tons of stone on a tunnel which we are limited to 5 tons. After the Corps review of these comments, will the due date of quotes be extended?
A: The project is constructible as provided in the contractual package. However, the package has been amended to denote that the Contractor may provide alternate access methods to allow use of equipment beyond the load limit. If alternate methods are proposed by the awardee of the contract, the Contractor shall provide shop drawings to depict the proposed method of crossing the outflow tunnel. The submittal shall be signed and stamped by the Contractor's Professional Engineer and shall include all assumptions and calculations to ensure that the proposed tunnel crossing will be adequate for the proposed equipment. General Sheet Notes on drawing sheets G-105 and X-101 have been revised.
(End of Summary of Changes)
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