A.02.01_Solicitation_Amendment_1_17Q0007.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

The purpose of this amendment is to:

1) CHANGE Section A, paragraph 2.1- Timbers

2) ADD Section A paragraph 2.28.1- Headw alls

3) CHANGE Section G paragraph 9.1-Fabrication See Summary of Changes

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 19-Jun-2017

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 W9127S-17-Q-0007

X 9B. DATED (SEE ITEM 11)

09-Jun-2017

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

19-Jun-2017

CODE

CONTRACTING DIVISION

USACE, LITTLE ROCK (W9127S)

700 W. CAPITOL AVE, RM 7315

LITTLE ROCK AR 72201-3225

W9127S 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

x 1

W9127S-17-Q-0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

ATTACH 1 SUMMARY OF CHANGES

Amendment 1 Solicitation W9127S-17-Q-0007 Corps of Engineers Millwood Lake Maintenance IDIQ, Millwood Lake Project Office, AR Summary of Changes The highlighted text has been added to the existing paragraph.

SECTION A-CARPENTRY AND PAINTING

The following paragraph has been CHANGED to read as follows:

2.1 TIMBERS. All timbers to construct/repair campsites shall be 6x6 ground contact timbers. All timbers shall be installed end to end. All joints shall be flush. Each timber shall be nailed with a 12 inch spike 1 foot from each end and at 3 feet or less intervals between there spikes. Each end of the steps, step supports, and end of anchor timbers shall be nailed with a minimum of one 12 inch spike. Undersized holes will be drilled for each nail. All single height timbers shall be anchored to the ground with ¾ inch x 18 inches steel bolts and shall be driven flush through ¾ inch holes drilled 10 inches from the end of the timber. The steel bolt shall be placed in one cubic foot of concrete. Butt joints of the single timbers shall be anchored in the same manner with 2 bolts and 2 cubic feet of concrete. All timbers shall be installed level (+/- 1 slope) and on firm soil or rock base.

The following paragraph has been ADDED:

2.28.1 HEADWALLS. All headwalls for culverts shall be installed according to the following Dept. of Transportation website.

https://flh.fhwa.dot.gov/resources/standard/Std601-4.pdf Standard 601-4

SECTION G –GABIONS

The following paragraph has been CHANGED to read as follows:

9.1 FABRICATION: Gabions shall be fabricated in such a manner that the base, sides, lids, ends, and diaphragms can be assembled at the construction site into a rectangular unit of the specified size. Where the length of the gabion exceeds its width, the gabion shall be divided by diaphragms into cells of equal length.

Preformed steel wire spiral binders with a 3” pitch are used to assemble and interconnect empty gabions and shall meet the same specifications as the wire used in the mesh.

After assembly, the individual gabion units are interconnected to each other as per manufacturer’s instructions and then filled with clean, river rock from 4”-8” in diameter. The lids are then closed and joined to the top edges of the individual gabions and diaphragms. The use of expedient clips or hog rings for this purpose is not permitted. Twist ties may be used in lieu of lacing wire for forming individual baskets and joining empty baskets together. The connection shall be accomplished by turning the twist tie through 1-1/2 turns. The use of twist ties for final lid closure must be approved by the Contracting Officer. In order to receive approval, the Contractor shall demonstrate that the lids and panels meet closely without gaps and that they twist ties will provide a tight joint at all panels and diaphragms. Lacing wire can be used in lieu of spiral binders in the lid closing operations. Contractor will be responsible for surface preparation prior to installation of gabions. All surface preparation shall be flat and level, sloped to bank contour. Price per gabion shall include labor, equipment (hours), supplies, and surface preparation to install gabions in place.

End of Amendment.

https://flh.fhwa.dot.gov/resources/standard/Std601-4.pdf

W9127S-17-Q-0007

(End of Summary of Changes)