B.08.03 Solicitation Amendment 0001.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

POC: Chandra Crow ; 509-527-7202; chandra.d.crow @usace.army.mil

The purpose of this amendment is to revise the specifications in relation to Concrete, T-Posts and Steel Posts, and the Concrete Embedded Posts. Please see summary of changes below for more information. 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 17-Mar-2021

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 W912EF21Q0024

X 9B. DATED (SEE ITEM 11)

05-Mar-2021

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

17-Mar-2021

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

CHANDRA D. CROW

201 N. THIRD AVENUE

WALLA WALLA WA 99362-1876

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:509-527-7209TEL:

JANI C LONG / CONTRACTING OFFICER

W912EF21Q0024

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 01 10 - TABLE OF CONTENTS

The Table of Contents has changed to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 7 Specifications 6 16-MAR-2021

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been added by full text:

SUMMARY OF CHANGES AMEND 0001

Summary of changes for Amend - 0001 Lucky Peak South Robie Boundary Fence

W912EF21Q0024

1. Revised the following Specifications (See revised specification for details):

a. SECTION 32 31 26.00 28 WIRE FENCES

Revised Paragraph 1.1 REFERENCES Added Paragraph 2.1.8 “Concrete” Revised Paragraph 3.2.1 “T-Posts and Steel Posts” Added Paragraph 3.2.1.1 “Concrete Embedded Posts”

(End of Summary of Changes)

Lucky Peak South Robie Boundary Fence W912EF21Q0024 Amend-0001

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 31 26.00 28

WIRE FENCES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 COMPONENTS

2.1.1 Barbless Wire

2.1.2 Brace Wire

2.1.3 Studded T-Posts

2.1.4 Steel Poles

2.1.5 Brace Bands

2.1.6 T-Post Fastening Clips

2.1.7 Wire Stays

2.1.8 Concrete

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Clearing

3.1.2 Line and Grade

3.2 INSTALLATION

3.2.1 T-Posts and Steel Posts

3.2.1.1 Concrete Embedded Posts

3.2.2 Barbless Wire

3.3 CLEAN UP

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SECTION 32 31 26.00 28

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SECTION 32 31 26.00 28

SECTION 32 31 26.00 28

WIRE FENCES

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM A121 (2013) Standard Specification for Metallic-Coated Carbon Steel Barbed Wire

ASTM A702 (2013) Standard Specification for Steel Fence Posts and Assemblies, Hot Wrought

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM C387/C387M (2017) Standard Specification for Packaged, Dry, Combined Materials for Concrete and High Strength Mortar

ASTM F1043 (2018) Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework

ASTM F1083 (2018) Standard Specification for Pipe, Steel, Hot-Dipped Zinc Coated (Galvanized) Welded, for Fence Structures

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Barbless Wire ; G, GT

Brace Wire ; G, GT

Studded T-Posts ; G, GT

Steel Poles ; G, GT

Brace Bands ; G, GT

SECTION 32 31 26.00 28

T-Post Fastening Clips ; G, GT

Wire Stays ; G, GT

1.3 DELIVERY, STORAGE, AND HANDLING

Deliver materials to site in an undamaged condition. Store materials off the ground to provide protection against oxidation caused by ground contact.

PART 2 PRODUCTS

2.1 COMPONENTS

2.1.1 Barbless Wire

Provide barbless wire that conforms to ASTM A121 and is zinc galvanized, Type Z, Class 3, and 12.5 gauge wire. Barbless wire shall consist of a strand of two wires.

2.1.2 Brace Wire

Provide brace wire that is zinc galvanized, smooth, and 12.5 gauge. The brace wire strand shall consist of one wire.

2.1.3 Studded T-Posts

Provide studded T-Posts conforming to ASTM A702, with anchor plate and length as indicated. The upper 6-10" of each post shall be painted white for visibility.

2.1.4 Steel Poles

Provide steel poles of Group IA, steel pipe, zinc coated (Type A), nominal pipe size (NPS) as indicated and be conforming to the requirements of ASTM F1043 and ASTM F1083.

2.1.5 Brace Bands

Provide brace bands to sizes indicated and zinc galvanized.

2.1.6 T-Post Fastening Clips

Provide 11-gauge, zinc-galvanized T-post fastening clips.

2.1.7 Wire Stays

Provide 9-gauge, smooth, zinc-galvanized wire stays.

2.1.8 Concrete

Dry packaged concrete shall conform to ASTM C387/C387M, normal weight, and normal strength. Each bag of concrete shall have factory printing indicating the ASTM designation, weight, and strength. Concrete shall be thoroughly mixed with the minimum amount of water necessary to produce a workable mix.

SECTION 32 31 26.00 28

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Clearing

Clear the area on each side of the fence as necessary for construction.

Sage brush is the primary type of vegetation located along the fence alignment.

3.1.2 Line and Grade

Install fence to the lines and grades indicated. Repair any damage to galvanized surfaces, including welding, with paint containing zinc dust in accordance with ASTM A780/A780M .

3.2 INSTALLATION

3.2.1 T-Posts and Steel Posts

Install T-posts and steel posts by driving them directly into the ground using mechanical or hydraulic means. Digging individual holes for each post is not required. It is permissible to adjust post spacing up to 1 ' foot in either direction along fence alignment if rocks or other obstructions are encountered in the field. Coordinate with the COR when obstructions are encountered that prevent the installation of posts at the indicated spacing.

3.2.1.1 Concrete Embedded Posts

a. If the Contractor is unable to drive fence posts as specified above due to rock or other obstruction, Contractor may concrete the affected post(s) in place. Notify the COR prior to proceeding with post installation.

b. All wash waters, excess concrete, and all related waste must be contained, removed from the site and disposed of according to state, and federal requirements.

3.2.2 Barbless Wire

Pull wire taut to provide a smooth uniform appearance, free from sag.

Fasten barbless wire and brace wire to steel posts and T-posts as indicated.

3.3 CLEAN UP

Remove waste fencing materials and other debris from work site at the end of the project.

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