amd2.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

See section 00 00 00 Procurement and Contracting Requirements for all applicable changes w ithin Amendment 0002.

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-Jun-2016

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 W912HN-16-B-0004

X 9B. DATED (SEE ITEM 11)

14-Jun-2016

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 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-Jun-2016

CODE

US ARMY CORPS OF ENGINEERS

100 WEST OGLETHORPE AVE.

SAVANNAH GA 31401-3640

W912HN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HN-16-B-0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 00 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SUMMARY OF CHANGES

SECTION 00 00 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

The following have been modified:

Amendment 0001 Changes

A. CONTRACT CHANGES:

1) Section 00 73 00 – Supplementary Conditions – Wage Determinations for dredging has been added.

2) Section 00 73 00 – Supplementary Conditions – Delivery Information - Period of

Performance is hereby adjusted from 365 calendar days to 450 calendar days.

3) Section 00 73 00 – Supplementary Conditions – Clause 52.211-10 is hereby updated to include the adjusted Period of Performance from 365 calendar days to 450 calendar days.

4) Section 00 73 00 – Supplementary Conditions – Clause 52.223-9 is hereby updated to reflect the proper location for estimate submittals.

5) Section 00 73 00 – Supplementary Conditions – Additional Contract Requirements –

Designated Billing Office is hereby updated.

6) The site visit sign-in roster will be posted as a separate attachment.

B. TECHNICAL SPECIFICATION CHANGES: The revised Sections listed below (revised by Amendment No. 0001) are hereby added to and made a part of the solicitation. Revised or added information is underlined and deleted information is struck out. Revisions can be located in the appropriate volume of specifications by searching for an asterisk and amendment number (i.e., *1).

Revised Sections 01 11 00.10 37 01 57 19

In Attachment 1 to Section 007300, the Endangered Species Watch Plan Format has been replaced in its entirety.

C. CONTRACT DRAWINGS:

Sheet G-001 with Revision 1 dated 24 June 2016 is hereby added to and made a part of the Contract Drawings. Sheet RE100 is hereby deleted from the Contract Drawings.

Amendment 0002 Changes

A. CONTRACT CHANGES:

1) CLIN 0003 within the Bid Schedule has been revised in order to incorporate the cost of placement of the excavated stone.

2) The bid opening has been extended until 2:00 p.m.Eastern Standard Time, 28 July 2016.

B. TECHNICAL SPECIFICATION CHANGES: The revised and added Sections listed below (revised and added by Amendment No. 0002) are hereby added to and made a part of the solicitation. Revised or added information is underlined and deleted information is struck out. Revisions can be located in the appropriate volume of specifications by searching for an asterisk and amendment number (i.e., *1).

Revised Sections Added Section 01 50 00 Appendix D 01 57 19 35 20 23

C. CONTRACT DRAWINGS:

Sheets G-001, GC101, CS101, CB101, CE502 and CB103 with Revision 1 dated 01 July 2016 are hereby added to and made a part of the Contract Drawings. Sheets RE100 and CB102 are hereby deleted in their entirety

Note: Amendment 0001 listed Sheet G-001 as revised, but it was inadvertently not uploaded with the other Amendment 0001 documents. Sheet G-001 has been revised to indicate the changes are in accordance with Amendment 0002.

SECTION 00 10 00 - SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

The required response date/time has changed from 14-Jul-2016 02:00 PM to 28-Jul-2016 02:00 PM.

CLIN 0003

The CLIN description has changed from Remove & Stockpile Stone - to Remove, Stockpile, & Replace Stone -.

The CLIN extended description has changed from Georgia & South Carolina SideActivities include removal of stone currently lining the banks adjacent to the tide gate structure and stockpile on site within the limits of construction. This stone will be placed on the new embankment as shown in the plan sheets and is to be priced in CLIN 0009 and CLIN 0013. to Georgia & South Carolina SideActivities include removal of stone currently lining the banks adjacent to the tide gate structure and stockpile on site within the limits of construction. This stone will be placed on the new embankment as shown in the plan sheets..

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified:

Scope of Work Savannah Harbor Georgia and South Carolina

Sediment Basin Tide Gate Removal

1. PROJECT SCOPE OF WORK:

a. Project Scope Description. The Sediment Basin area work is part of the Savannah Harbor Expansion Project (SHEP). The objective is to prepare plans and specifications to accomplish the required work to remove the Tide gate structure and the embankments on the SC and GA side of the river as outlined below.

Contract Package FY 2016:

Removal of Tidegate Abutments & Piers:

This feature requires removal of 15 concrete piers and concrete walkway to the sill elevation, -

9.5 ft. MLLW. This elevation has been verified by hydrographic surveys conducted by the Government. The sill will be left in place. Removal of the abutments, existing armor stone, existing dock, stacked gates and hardware, equipment building and contents, 2 other minor structures is required. Suitable concrete materials removed from the tidegate structure will be placed within the estuary to serve as fish habitat. Placement locations are designated in the plans and specifications.

Removal of Tidegate Embankment:

The north tide gate embankment (South Carolina) excavation requires removal of an estimated 157,500 cubic yards of earthen material. Removal of the south tide gate embankment (Georgia) requires excavation of an estimated 530,600 cubic yards of earthen material. All of the embankment material will be placed in DMCA 12A (primary) and 13B (alternate). Geotechnical investigations and material characteristics are included in the plans and specifications.

b. Project Location: The Savannah River Sediment Basin is located in Back River. The

Sediment Basin Area Work involves removal of the Tide Gate structure that abuts the embankments of the states of Georgia and South Carolina and removal of those embankments.

(End of Summary of Changes)