W912DR19B0009_Amendment_0002_071219.pdf

PDF 23 MB Posted

Attached to
Poplar Island, 2019 Expansion Structures, Talbot County, MD Federal contract opportunity
Solicitation number
W912DR19B0009
Issued by
Department of the Army Corps of Engineers Engineering District Baltimore

About this file

AMENDMENT 0002

View the file

Other files for this federal contract opportunity

Other files attached to Poplar Island, 2019 Expansion Structures, Talbot County, MD, newest first.
File Type Posted
W912DR19B0009_BID_ABSTRACT_072519.pdf PDF
Pre-Bid_SignIn-1July2019.jpg JPG image
Poplar-2019ExpansionStructures-Pre-Bid_Overview.pdf PDF
W912DR19B0009_AMENDMENT_0001_070119.pdf PDF
W912DR19B0009_POPLAR_ISLAND_2019_EXPANSION_STRUCTURES_SOLICITATION.pdf PDF

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

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 answ ers the Requests for Information (RFI) that w ere received and to extend the bid opening date. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 12-Jul-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 W912DR19B0009

X 9B. DATED (SEE ITEM 11)

14-Jun-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

12-Jul-2019

CODE

U.S. ARMY CORPS OF ENGINEERS, BALTIMORE

2 HOPKINS PLAZA

BALTIMORE MD 21201

W912DR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DR19B0009

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

Requests for Information (RFI) Responses for Poplar Island, 2019 Expansion Structures Project

12-JUL-2019

Question 001: In regards to the seepage cut-off blanket, sheet C-501 state the #57 stone is existing but there is no mention of the existing #7 stone. Sheet C-202 shows that the existing dike section consists of #57 and #7 stone with top of gradation elevations higher that the final grades for the same stone shown on C-501. It is intended for the contractor to excavate the #57 stone to contract grades, excavate, stockpile, and reuse the #7 stone, and procure, deliver and install the #10 stone?

Response 001: Note #2 on sheet C-501 should state #7 stone and #57 stone are existing. As the commenter has pointed out, #7 stone and #57 stone are shown on sheet C-202 as existing conditions. The contractor shall excavate the existing #7 stone and #57 stone to the extents needed to execute this contract. The #57 stone may be reused as the drainage layer for the block wall if allowed by the designer. Excess #57 stone shall be stockpiled at the southern bulkhead.

The #7 stone shall be stockpiled and reused as part of the seepage cut-off blanket. Excess #7 stone shall be placed at the southern bulkhead. There is no #10 stone existing at the locations of these structures.

Please see attachment 1 for the updated drawing for sheet C-501.

Question 002: Please provide the existing, or most current, embayment bathymetry so the contactor can determine if the project site is accessible by floating equipment. The typical spot soundings provided on C-101 may not be indicative of the ingress alignment through the break waters or the surrounding area which may have been impacted by recent construction activities.

Response 002: Please see attachments 2 and 3 for the latest embayment bathymetrical survey.

Question 003: Will the government allow a panel type MSE retaining wall as an alternative to the suggested wet cast gravity block wall shown in detail 2 on sheet C-501?

Response 003: Contractors shall bid per the plans and specifications as a gravity wall.

Item #4 – Updated two notes each on sheets C-101 and C-102. They referenced sheet C-701, which was changed to sheet C-201.

Item #5 – Updated sheets GI001 and C-301 to use the same title.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 16-Jul-2019 11:00 AM to 23-Jul-2019 11:00 AM.

(End of Summary of Changes)

File details come from the government source that posted it.