W912ES-09-B-0008 Amend 0001.pdf

W81G6791628773

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 change the soliciation as follow s:

(1) The closing date and time for bids is changed to 02:00 PM local time 20 Nov 2009.

(2) Replace the Bid Schedule as show n in the Summary of Changes.

(3) Add the follow ing Permit information to Section 00 83 00.00 (See uploaded attachments 01_Permit_ld3_dredging.pdf and 02_Permit_Spot_dike_Final.pdf)

a. WIDNR # IP-WC-2009-48-03926

b. WIDNR # IP-WC-2009-48-03924, 03642, 03647, 03649, 03652, 03654, 03656, 03657, 03658.

(4) Added a list of Material Sources for Lock & Dam 3 Embankments to Section 00 83 00.00 (See attachment MaterialSources_LD3Embank.pdf) --- See BLOCK 14 CONTINUATION PAGE beginning on page 2 of this SF 30 for further changes ---

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 12-Nov-2009

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 W912ES-09-B-0008

X 9B. DATED (SEE ITEM 11)

30-Sep-2009

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

12-Nov-2009

CODE

CONTRACTING DIVISION

USACE - ST. PAUL�

190 5TH STREET E

ST. PAUL MN 55101

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES-09-B-0008

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (Continued from page 1)

(5) Replaced Drawings C-101, C-102, C-103, C-104, C-105, C-106, C-107, C-108, C-109, C-110, C-301. (See attached Amend001Half-Size.pdf and Amend001Full-Size.pdf files)

(6) Replace LD3UE_REGISTER.pdf with Amend-LD3UE_REGISTER.pdf

(7) Replace 01 22 00.00 13 MEASUREMENT AND PAYMENT with Amend-MEASURE&PMT.pdf

(8) Replace Section 01 14 00.00 13, Paragraph 3.4 PROTECTION OF EAGLE NESTS with the following:

“3.4.1 Protection of Eagle Nests

Where an active eagle nest exists, the following applies:

a. No construction activity within ¼ mile of an eagle nest March 1 to May 1.

b. After May 1, no construction activity within 1/8 mile of an eagle nest until the young eagles have fledged, as determined in subparagraph (c).

c. Corps, WDNR and USFWS biologists will survey the Lock and Dam 3 project area in early spring to locate actively used eagle nests. Corps, WDNR and USFWS biologists will determine when the young eagles have fledged and the nest is no longer occupied. This usually occurs by 1 June on the Upper Mississippi River. If the young eagles have fledged and the nest is no longer occupied, construction activity can resume without limitation due to eagle nests. The Contracting Officer will notify the Contractor in writing of any determination that an eagle nest is no longer occupied. Trees with eagle nests may not be damaged or removed by construction activity, except as approved in writing by the Contracting Officer.

3.4.2 Location of Eagle Nests

The Conceptual Drawings (Section 00 83 00, Attachment 1) indicate the location of eaglenests that have been sighted in recent surveys by the Government. The Conceptual Drawings also include lines delineating 1/8 mile and ¼ mile distances from the sighted eagle nests. The eagle nests that are active change from year to year. The Corps, WDNR and USFWS will survey the construction area in the spring to identify any actively usedeagle nests. If additional eagle nests are discovered prior to completion of construction and materially change the scheduling or methodology of accomplishing the contract, the Contractor may request an equitable adjustment in the contract price and schedule. Anysuch adjustment shall be computed in accordance with 52.243-4 CHANGES (JUN 2007).”

(9) Definition: In all specifications and bid documents, includingt Section 32 92 19.00 13: “Topsoil” is defined as “Reclaimed Site Topsoil”.

(10) In Section 35 31 19.00 13, Paragraph 3.2: Change the first sentence from “Clearing, grubbing, and…riprap protection.” To “Clearing, grubbing, and…riprap protection and under the footprint of the access trail.”

(11) In Section 35 31 19.00 13, Paragraph 3.5.1: Change the first sentence from “Overlaying sand and aggregate layers shall…” to “Overlaying bedding and aggregate layers shall…”

(12) In Section 35 31 19.00 13, Replace Paragraph 3.7 ACCESS TRAIL, with the following:

“The contractor shall design and construct a construction haul road along the designed access trail alignment. The haul road may bypass channel closure structures within thelimits of work. Prior to any high water events which will overtop the existing grades along the access trail alignment, the top of the haul road shall be restored to original ground elevations. Only trees that are required to be removed to construct the designed access trail shall be removed to construct the haul road. Trees outside the footprint of theaccess trail shall be protected from damage. Individual trees outside the footprint of the access trail may be removed at no additional expense to the Government if approved by the Contracting Officer after coordination with the WIDNR. When the haul road is no longer needed, it shall be reshaped to the configuration of the access trail and proof rolled. Areas outside the footprint of the access trail shall be restored to their original condition and seeded. Following is the minimum criteria for access trail construction:

a. Strip and dispose of at least the top 6” of material.

b. Furnish and provide a minimum of 6” thickness of breaker run material.

c. Proof-roll the access trail as specified in paragraph 3.7.1 below. If displacement occurs, the Contractor shall furnish and install additional breaker run at no additional expense to the Government and repeat the proof-rolling process. This process shall be repeated until no noticeable displacement is observed during proof rolling.

d. Furnish and install aggregate surface course material, chinking the breaker run to provide a smooth, 10 foot wide driving surface at the design elevation.”

(13) In Section 35 31 19.00 13, Paragraph 3.7.1: Delete the last paragraph: “Payment will be….Contractor’s Expense.”

All other terms and conditions remain unchanged.

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 01-Oct-2009 02:00 PM to 20-Nov-2009

02:00 PM.

The following have been modified:

BID SCHEDULE

ITEM UNIT TOTAL

NO DESCRIPTION QTY UNIT PRICE AMOUNT

1 Stripping 1 LS

2. Cleaning and Grubbing 1 LS

3. Protection for 1 LS Cultural Resource

4. Geotextile 1 LS

5. Aggregate Surface 1 LS Material

6. Breaker Rock 1 LS

7. Riprap 24” 4140 TN

8. Riprap 36” 2010 TN

9. Bedding B2 7610 TN

10. Sheetpile & Sheetpile 47,800 SF Cover

11. Control Structure 1 LS

12. Vehicle Gate 1 EA

13. Topsoil & Seeding 1 LS

TOTAL

(End of Summary of Changes)