am01.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

Reference Invitation for Bids (IFB) W912EE-16-B-0016, Mississippi River Levees, Bolivar County, Mississippi, Pushmataha Mitigation Area Bridge, scheduled to open on 25 Aug 16, at 1430 hours. Referenced IFB is amended as follow s:

SEE CONTINUING PAGE FOR SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 08-Aug-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 W912EE-16-B-0016

X 9B. DATED (SEE ITEM 11)

26-Jul-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 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 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

08-Aug-2016

CODE

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EE-16-B-0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Drawing C-102 is replaced. This drawing has the notation “AMDT 0001” in the description block and is replaced so as to provide a more legible copy. There are no technical changes to the drawing.

Encls Drawing C-102

(End of Summary of Changes)

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GENERAL NOTES:

18" R200 RIPRAP

LIMITS OF RIPRAP

STA. 12+53.33

END OF PROJECT

STA. 10+00

BEGINNING OF PROJECT

18" R200 RIPRAP

LIMITS OF RIPRAP

STA. 11+05.65

PLACE OBJECT MARKER SIGN

LT./RT. OF CENTERLINE

STA. 11+80.65

PLACE OBJECT MARKER SIGN

LT./RT. OF CENTERLINE

GRAVEL

ROAD

STA. 11+05.65 - STA. 11+80.65

BRIDGE LIMITS

DBL. CELL ALUMINUM ARCH CULVERT

PLACE STOCKED PILE STONE ROCK IN

V-DITCHES FOR EROSION CONTROL MEASURES

CONTRACTOR SHALL PLACE PERVIOUS FILL AND BACKFILL A

MIN. OF 6-FT. OUTSIDE BRIDGE LIMITS

PLACE STOCKPILED STONE ROCK IN

V-DITCHES FOR EROSION CONTROL MEASURES

CONTRACTOR SHALL PLACE PERVIOUS FILL AND BACKFILL

A MIN. OF 6-FT. OUTSIDE BRIDGE LIMITS

PLACE STOCKPILED STONE ROCK IN

V-DITCHES FOR EROSION CONTROL MEASURES

1.CONTRACTOR SHALL PLACE 18" R200 RIPRAP 40' UPSTREAM

AND DOWNSTREAM OF THE PROPOSED STRUCTURE.

2.CONTRACTOR SHALL PLACE STOCKPILED STONE ROCK WITHIN

DITCH LIMITS AND AT THE CONFLUENCE OF ALL UNPROTECTED

SLOPES FOR EROSION CONTROL METHODS.

3.DBL. CELL ARCH CULVERT DIMENSIONS:

SPAN LENGTHS: 75'-0" ALONG THE C/L OF ROADWAY

OUT-TO-OUT LENGTH: 45'-3" ALONG FLOWLINE OF CREEK

4.CONTRACTOR SHALL PLACE PERVIOUS FILL AND BACKFILL

WITHIN BRIDGE LIMITS AND EXTEND A MIN. OF 6-FT. OUTSIDE

OF BRIDGE LIMITS.

5.EMABANKMENTS WILL BE CONSTRUCTED WITH RANDOM FILL AND

BACKFILL.

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