W912PL-18-R-0042_Amendment0005.pdf

Offers 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 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 your 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.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

Please review Standard Form 30 Continuation Page for details and purpose of aforementioned amendment.

USACE, LOS ANGELES DISTRICT, CESPL-CTE

CONTRACTING DIVISION

P.O. BOX 532711

LOS ANGELES, CA 90053-2325

W912PL-18-R-0042

07/06/2018

05/11/2018

INSTRUCTIONS

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code). Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date).

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By). Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor). For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data).

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B. The contracting officer's signature is not required on solicitation amendments. The contracting officer's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13. Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification).

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document

Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

(i) Total contract price increased by $

(ii) Total contract price decreased by $

(iii) Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

(g)

(h)

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

(i) A reference to the letter determination; and

(ii) A statement of the net amount determined to be due in settlement of the contract.

(1)

(2)

(3)

(4)

(5)

(6)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

STANDARD FORM 30 CONTINUATION PAGE

The purpose of this amendment is to:

Address remaining Request for Information and extend proposal due date

The following attachments are being provided to address inquiries submitted via PROJNET:

Replace Section 00 22 00 Supplementary Instructions Add Section 09 69 33, Low Profile Access Ceiling Details Add Section 32 31 13, Chain Link Fences and Gates

Add Sheet ID A-511, Door Schedule Add Sheet ID A-601, Door Schedule Add Sheet ID E-400, Enlarged Plan Add Sheet ID M-121B, HVAC First Floor Plan – Zone B

RFI Response 7519905 Sheet ID I-610, Second Floor Interior Finish/Color Schedule RFI Response 7530955, Communications T-605 Division 27

Door Hardware Schedule

*PLEASE REVIEW ALL OF PROJNET’S REQUEST FOR INFORMATION (RFIs) AND GOVERNMENT

RESPONSES PRIOR TO SUBMITTING YOUR PROPOSAL.

*THIS PROCUREMENT IS NOT A DESIGN-BUILD PROJECT, IT IS A DESIGN-BID-BUILD PROJECT.

PLEASE CAREFULLY REVIEW THIS AMENDMENT AND INCORPORATE ALL OF ITS CHANGES

WHEN GENERATING YOUR PROPOSAL.

*THE DAVIS-MONTHAN DESIGN COMPATIBILITY GUIDELINES (DCG) IS PROVIDED AS A

COMPLEMENT TO THE GUIDE SPECIFICATIONS. IN SITUATIONS WHERE THE DMAFB DCG HAS

A MORE STRINGENT REQUIREMENT, THE REQUIREMENT OF THE DMAFB DCG SHALL BE USED.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by the offeror.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO

9. FOR INFORMATION CALL

A. NAME B. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date):

11. The Contractor shall begin performance within calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12B. CALENDAR DAYS

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212

Designed using Perform Pro, WHS/DIOR, Oct 96

1442-103 STANDARD FORM 1442 (REV. 4-85) (EG)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

W912PL-18-R-0042

X

11 May 2018 1 OF 2650

USACE, Los Angeles District Contracting Division, East Region Branch 915 Wilshire Blvd, Suite 930 Attn: CESPL-CT-E Los Angeles, CA 90053-2325

See Item 7

Otse A. Adikhai (213) 452-3248

General Instruction Building, Davis Montahan Air Force Base:

Construct a General Instruction Building (GIB) to include classrooms, conference rooms, training space, instructor offices, supply rooms, team rooms for training, administrative space, elevator, building information systems, and covered training area. Energy Monitoring Control Systems (EMCS) connections, Intrusion Detection System (IDS) installation, fire protection and alarm systems will be provided. Supporting facilities include utilities, information systems, paving, parking, sidewalks, curbs and gutters, storm drainage to include low impact development measures, landscaping, access roads, site improvements, and Antiterrorism/Force Protection measures. Heating and cooling will be provided by self-contained systems. Measures in accordance with the Department of Defense (DoD) Minimum Antiterrorism for Buildings standards will be provided.

The estimated cost range of this procurement is $10,000,000-$25,000,000. This is an unrestricted request for proposal; all responsible sources may submit an offer.

10 See 001000

X X *Section 00 10 00

X 10

4 2 PM

12 July 2018 x

AMENDMENT 0005

OFFER (Must be fully completed by offeror)

STANDARD FORM 1442 BACK (REV. 4-85)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24.SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BYCODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to the issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and

(c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD. (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN

(Type or print)

30B. SIGNATURE 30C. DATE

31A. NAME OF CONTRACTING OFFICER (Type or print)

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

DUNS NO.: TAX ID NO.:

CAGE CODE NO.:

( ) - ; FAX ( ) -

SEE PRICING SCHEDULE

GENERAL INSTRUCTION BUILDING W912PL-18-R-0042

DAVIS-MONTHAN AIR FORCE BASE, AZ Amendment 0005

00 22 00 -Page 1

SECTION 00 22 00

SUPPLEMENTARY INSTRUCTIONS

1.0. SUBMISSION REQUIREMENTS AND INSTRUCTIONS: …………..…………………………

1.1. GENERAL SUBMISSION REQUIREMENTS: ..……………………………………………………...2

1.2. GENERAL INSTRUCTIONS: ………………………………………………………………………….2

1.3. WHERE TO SUBMIT: ………………………………………………………………………………….2

1.4. SUBMISSION DEADLINE: ……………………………………………………………………………2

1.5 SPECIFIC INSTRUCTIONS FOR THE PRICE PROPOSAL (VOLUME ): …………………………..3

1.8. PROPOSAL COVER SHEET: …………………………………………………………………………5

00 22 00 -Page 2

SECTION 00 22 00

SUPPLEMENTARY INSTRUCTIONS

1.0. SUBMISSION REQUIREMENTS AND INSTRUCTIONS

1.1. GENERAL SUBMISSION REQUIREMENTS

1.1.1. In order to effectively and equitably evaluate all offers, the Contracting Officer must receive information sufficiently detailed that clearly responds to the technical evaluation factors in Section 00 22 16.

1.1.2. Each Offeror must submit a Price Proposal, Volume I, and a Technical Proposal Volume II as separate distinct volumes. The Price Proposal, and Technical Proposal, must be received by the closing date and time set for receipt of proposals.

1.1.3. All information intended by the Offeror to be evaluated must be submitted as part of the Technical Proposal. No proposed price information should be included in the response to the technical evaluation factors.

1.2. GENERAL INSTRUCTIONS:

1.2.1. All written portions: Use only 8 ½ by 11 inch paper, unless another size is specifically authorized elsewhere in this section for a particular submission. Do not use 11” x 14” or 11” x 17” size sheets (e.g., fold-outs) unless specifically authorized in this section for a particular submission. W e e x p e c t 1 1 ” x 1 7 ” s i z e s h e e t s f o r s c h e d u l e a n d d r a w i n g s , b u t n o t h i n g e l s e . Do not use a font size smaller than 10, an unusual font style such as script, or condensed print.

1.2.2. All drawing sheets: 22” x 34” (1/2 size 11”x17”), 24" x 36" or 30" x 42" format. Full or half- size sets are acceptable, but must include a minimum of one (1) full-size set; half-size sets must be readable.

1.2.3. Three-ring binders are preferred. Do not use spring clamps or exceed the recommended capacity of the fastener or binder. Do not use plastic multi-hole/spiral binding systems, heat binding systems, or other systems which do not facilitate the ready insertion of additional pages.

1.2.4. “Confidential” projects cannot be submitted to demonstrate capability unless all of the information required for evaluation as specified herein can nonetheless be provided to the Government as part of the Offeror’s technical proposal. Offerors that include in their proposals information that they do not want disclosed to the public for any purpose, or used by the Government except for evaluation purposes, must be clearly marked in accordance with the instructions at FAR 52.215-1, “Instructions to Offeror— Competitive Acquisition”, paragraph (3), “Restriction on disclosure and use of data”.

1.2.5. Offerors must provide one (1) CD Rom disk of all the following Technical Criteria and Offerors Performance Capability with technical proposal. Offerors will not be required to submit electronic copies of catalog cuts.

1.3. WHERE TO SUBMIT:

1.3.1. Offeror(s) shall submit their proposal packages to the Los Angeles District Corps of Engineers (COE) as directed by the Request for Proposal and in accordance with Section 00 21 16.

00 22 00 -Page 3

1.4. SUBMISSION DEADLINE:

1.4.1. Offers shall be received by the Los Angeles District COE no later than the time and date specified as directed by the Request for Proposal and in accordance with Section 00 21 16.

1.5. SPECIFIC INSTRUCTIONS FOR THE PRICE PROPOSAL (VOLUME I):

1.5.1. Number of Sets of the Price Proposal: Submit One (1) original only

1.5.2. Format and Contents of the Price Proposal/List of Tabs: The Price Proposal shall be appropriately labeled as such and shall be organized as indicated in the following chart.

TAB CONTENTS OF THE PRICE PROPOSAL (VOLUME I)

1.6. CONTENT FOR THE TECHNICAL PROPOSAL (VOLUME II):

1.6.1. TAB 1 – OFFEROR CONSTRUCTION EXPERIENCE ON SIMILAR CONTRACTS

(VOLUME II):

Factor 1: Offeror shall submit all information as required for evaluation as contained in Section 00 22 16.

1.6.2. TAB 2 – OFFEROR PAST PERFORMANCE (VOLUME II)

Offeror shall submit all information as required for evaluation as contained in Section 00 22 16.

1.6.3 TAB 3 – TECHNICAL APPROACH, METHODS AND PROCEDURES (VOLUME II)

1.6.4. TAB 4 – CORPORATE MANAGEMENT STRUCTURE (VOLUME II)

1.6.5. TAB 5 – SCHEDULE (VOLUME II)

TAB #1 SF 1442

TAB #2

The Completed Pricing Schedule with the Offeror’s proposed contract line item prices inserted in the appropriate spaces. Prices must be proposed for the Base Bid Items. Do not round off to the nearest dollar. Check your pricing submission very carefully for mathematical and clerical errors prior to submission.

TAB #3 A Bid Guarantee (e.g., Standard Form 24, “Bid Bond”) TAB #4 Representations & Certifications TAB #5 Teaming Agreement or Irrevocable Subcontractor Offer (if applicable) TAB #6 Small Business Utilization Plan

00 22 00 -Page 4

1.6.7 DRAWINGS – NOT REQUIRED FOR THIS PROJECT

Must be submitted in accordance with Section 00 22 16 and are included in the requirements under Factor 3, Technical Approach. All drawings shall be either full size (22" x 34") or half size (11" x 17") as described in Section 01012.

1.7. SPECIFIC INSTRUCTIONS FOR THE TECHNICAL PROPOSAL (VOLUME II):

1.7.1. Number of Sets of the Technical Proposal: Submit the original and 4 additional sets of the written Technical Proposal, with each set separately packaged. In addition, submit one complete copy of the technical proposal on Compact Disk (CD) using a searchable “.pdf” file format.

1.7.1.1. Format and Contents of the Technical Proposal/List of Tabs: The original and all copies of the technical proposal will be appropriately labeled as such. Each set shall be organized using the tabs specified in the following chart. The main tabs directly correlate to the evaluation factors identified in Section 00 22 16. The Maximum number of pages for the Technical Proposal is thirty-six (36) pages, or 18 pages double sided for Factors 1 through 4. P a g e s s u b m i t t e d p a s t t h i s l i m i t w i l l n o t b e e v a l u a t e d . T h e P a s t P e r f o r m a n c e Q u e s t i o n n a i r e s ( P P Q ) a n d u p t o t e n ( 1 0 ) p a g e s o f R e s u m e s ( s i n g l e s i d e d ) w i l l n o t b e i n c l u d e d i n t h e a b o v e p a g e c o u n t . P e r f o r m a n c e A s s e s s m e n t R e p o r t s ( P A R ) w i l l b e i n c l u d e d i n t h e p a g e c o u n t , h o w e v e r , a t t a c h m e n t s s u c h a s a n y l e t t e r s o f a p p r e c i a t i o n o r s i m i l a r c o r r e s p o n d e n c e w i l l n o t c o u n t a g a i n s t t h e p a g e l i m i t a t i o n .

1.7.1.2. Detailed Submission Requirements for the Technical Proposal: Offeror(s) must submit detailed responses to the evaluation factors under each of the following volumes and tabs:

00 22 00 -Page 5

VOLUME TAB CONTENTS OF THE TECHNICAL PROPOSAL

VOLUME II

TAB #1

OFFEROR CONSTRUCTION EXPERIENCE ON SIMILAR

CONTRACTS

(Factor 1 in Section 00 22 16)

TAB #2

OFFEROR PAST PERFORMANCE

(Factor 2 in Section 00 22 16)

TAB #3 TECHNICAL APPROACH, METHODS AND PROCEDURES

(Factor 3 in Section 00 22 16)

VOLUME II TAB #4 CORPORATE MANAGEMENT STRUCTURE

(Factor 4 in Section 00 22 16)

TAB #5 SCHEDULE

(Factor 5 in Section 00 22 16)

Instructions regarding responses to the evaluation factors are detailed in Section 00 22 16, entitled, “Proposed Evaluation and Contract Award”

00 22 00 -Page 6

PERFORMANCE ASSESSMENT REPORT

(To be completed by Offeror)

1. Contractor (Firm being evaluated):

Name: Address:

2. Contract Number: Task Order (TO) Number if Applicable:

3. Solicitation Type: Negotiated Sealed Bid

4. Contract/TO Type: Fixed-Price Cost Reimbursement Hybrid (explain)

Routine Difficult (low to high) Complexity of Work 1 2 3 4 5

6. Contract/TO Dollar Value:

7. Contract/TO Status: Active Complete Completion Date (w/ extensions):

8. Description, location & relevancy of work:

9. LEED Certification Building Construction:

10. Warranty or other problems encountered and how resolved:

11. Name, Address, Telephone Number and E-mail of the Procuring Contracting Officer and/or the Contracting Officer’s Representative (COR) (and other references, e.g., Administrative Contracting Officer, if applicable): Check one of the following blocks:

11. Check one of the following blocks:

A written performance evaluation was received for this project and is attached.

A written performance evaluation was not received for this project. A performance questionnaire has been sent to the reference(s) listed in Block 10, with a letter requesting that the completed questionnaire be returned directly to the Corps of Engineers by the closing date for this solicitation.

00 22 00 -Page 7

1.8. PROPOSAL COVER SHEET:

1.8.1. Format for the Proposal Cover Sheet: The proposal cover sheet is required by FAR 52.215-1(c)(i)-(v). This provision, titled “Instructions to Offerors—Competitive Acquisition,” has been provided in full text in Section 00 22 00.

The format is as follows:

PROPOSAL COVER SHEET

1. Solicitation Number: W912PL-18-R-0042

2. The name, address, and telephone and facsimile numbers of the Offeror and electronic address (if available):

3. A statement specifying the extent of agreement with all terms, conditions, and provisions included in the solicitation and agreement to furnish any or all items upon which prices are offered at the price set opposite each item.

4. Names, titles, and telephone and facsimile numbers (and electronic addresses if available) of persons authorized to negotiate on the Offeror’s behalf with the Government in connection with this solicitation:

5. Name, title, and signature of person authorized to sign the proposal. Proposals signed by an agent shall be accompanied by evidence of that agent’s authority, unless that evidence has been previously furnished to the issuing office.

00 22 00 -Page 8

SUMMARY OF PROPOSAL SUBMISSION REQUIREMENTS

SUBMITTAL

CONTENTS NUMBER REQUIRED

VOLUME I

PRICE PROPOSAL/

PRO-FORMA

REQUIREMENTS

--PROPOSAL COVER SHEET

-- SF 1442 AND AMENDMENTS

--PRICING SCHEDULE

--OFFER GUARANTEE (“BID BOND”)

--REPRESENTATIONS & CERTIFICATIONS

--SMALL BUSINESS UTILIZATION PLAN

1 ORIGINAL ONLY

CONSTRUCTION

EXPERIENCE ON

SIMILAR

CONTRACTS

PROJECTS OF SIMILAR TYPES, SCOPES

AND COMPLEXITY

-RECENT RELEVANT TEAMING

EXPERIENCES

ORIGINAL + 4 SETS

VOLUME II PAST

PERFORMANCE ON

RECENT RELEVANT

CONTRACTS

-PAST PERFORMANCE REFERENCE

CHECK

-RELEVANT PROJECT SUMMARY

-RECENT RELEVANT PROJECT

INFORMATION

TECHNICAL

APPROACH,

METHODS AND

PROCEDURES

- NARRATIVE

CORPORATE

MANAGEMENT

STRUCTURE

- PROJECT MANAGEMENT PLAN

- CONSTRUCTION KEY PERSONNEL’S

RESUME

- ORGANIZATIONAL CHART

SCHEDULE

-PROJECT SCHEDULE NARRATIVE

-PROPOSAED SCHEDULE

SAMPLE COVER LETTER

Date

SUBJECT: NAVFAC/USACE Past Performance Questionnaire

Name and Address of Reference

Ladies and Gentlemen:

The U.S. Army Corps of Engineers, Los Angeles District, is conducting a review of our past performance history as part of an upcoming source selection acquisition.

Please complete the attached NAVFAC/USACE Past Performance Questionnaire to aid the Government in its evaluation of our past performance. you may provide the requested information by email to Otse Adikhai Otse.A.Adikhai@usace.army.mil. or call at (213) 452-3248.

• The Government is requesting receipt of this information by 2:00 p.m. on proposal due date.

You are advised that it is Government policy that the identity of sources providing past performance information will not be released outside the Government.

We appreciate your efforts to help the Government fairly evaluate our record of past performance.

Should you have any questions related to this matter, please contact Mr. Otse Adikhai by telephone

(213) 452-3248.

Sincerely, Contractor

Attachment

NAVFAC/USACE PAST PERFORMANCE QUESTIONNAIRE (Form PPQ-0) CONTRACT INFORMATION (Contractor to complete Blocks 1-4)

1. Contractor Information Firm Name: CAGE Code:

Address:DUNs Number: Phone Number:

Email Address:

Point of Contact: Contact Phone Number:

2. Work Performed as: Prime Contractor Sub Contractor Joint Venture Other (Explain) Percent of project work performed:

If subcontractor, who was the prime (Name/Phone #):

3. Contract Information Contract Number:

Delivery/Task Order Number (if applicable):

Contract Type: Firm Fixed Price Cost Reimbursement Other (Please specify):

Contract Title:

Contract Location:

Award Date (mm/dd/yy):

Contract Completion Date (mm/dd/yy):

Actual Completion Date (mm/dd/yy):

Explaind ifferences:

Original Contract Price (Award Amount):

Final Contract Price (to include all modifications, if applicable): Explain Differences:

4. Project Description:

Complexity of Work High Med Routine

How is this project relevant to project of submission? (Please provide details such as similar equipment, requirements, conditions, etc.)

CLIENT INFORMATION (Client to complete Blocks 5-8)

5. Client Information Name:

Title:

Phone Number:

Email Address:

6. Describe the client’s role in the project:

7. Date Questionnaire was completed (mm/dd/yy):

8. Client’s Signature:

NOTE: NAVFAC/USACE REQUESTS THAT THE CLIENT COMPLETES THIS

QUESTIONNAIRE AND SUBMITS DIRECTLY BACK TO THE OFFEROR. THE

OFFEROR WILL SUBMIT THE COMPLETED QUESTIONNAIRE TO USACE

WITH THEIR PROPOSAL, AND MAY DUPLICATE THIS QUESTIONNAIRE FOR

FUTURE SUBMISSION ON USACE SOLICITATIONS. CLIENTS ARE HIGHLY

ENCOURAGED TO SUBMIT QUESTIONNAIRES DIRECTLY TO THE OFFEROR.

HOWEVER, QUESTIONNAIRES MAY BE SUBMITTED DIRECTLY TO USACE.

PLEASE CONTACT THE OFFEROR FOR USACE POC INFORMATION. THE

GOVERNMENT RESERVES THE RIGHT TO VERIFY ANY AND ALL

INFORMATION ON THIS FORM.

ADJECTIVE RATINGS AND DEFINITIONS TO BE USED TO BEST

REFLECT YOUR EVALUATION OF THE CONTRACTOR’S

PERFORMANCE

RATING DEFINITION NOTE

(E) Exceptional Performance meets contractual requirements and exceeds many to the Government/Owner’s benefit. The contractual performance of the element or sub-element being assessed was accomplished with few minor problems for which corrective actions taken by the contractor was highly effective.

An Exceptional rating is appropriate when the Contractor successfully performed multiple significant events that were of benefit to the Government/Owner. A singular benefit, however, could be of such magnitude that it alone constitutes an Exceptional rating. Also, there should have been NO significant weaknesses identified.

(VG) Very Good Performance meets contractual requirements and exceeds some to the Government’s/Owner’s benefit. The contractual performance of the element or sub-element being assessed was accomplished with some minor problems for which corrective actions taken by the contractor were effective.

A Very Good rating is appropriate when the Contractor successfully performed a significant event that was a benefit to the Government/Owner.

There should have been no significant weaknesses identified.

(S) Satisfactory Performance meets minimum contractual requirements. The contractual performance of the element or sub-element contains some minor problems for which corrective actions taken by the contractor appear or were satisfactory.

A Satisfactory rating is appropriate when there were only minor problems, or major problems that the contractor recovered from without impact to the contract. There should have been NO significant weaknesses identified. Per DOD policy, a fundamental principle of assigning ratings is that contractors will not be assessed a rating lower than Satisfactory solely for not performing beyond the requirements of the contract.

(M) Marginal Performance does not meet some contractual requirements. The contractual performance of the element or sub-element being assessed reflects a serious problem for which the contractor has not yet identified corrective actions. The contractor's proposed actions appear only marginally effective or were not fully implemented.

A Marginal is appropriate when a significant event occurred that the contractor had trouble overcoming which impacted the Government/Owner.

(U) Unsatisfactory

Performance does not meet most contractual requirements and recovery is not likely in a timely manner. The contractual performance of the element or sub-element contains serious problem(s) for which the contractor's corrective actions appear or were ineffective.

An Unsatisfactory rating is appropriate when multiple significant events occurred that the contractor had trouble overcoming and which impacted the Government/Owner. A singular problem, however, could be of such serious magnitude that it alone constitutes an unsatisfactory rating.

(N) Not Applicable

No information or did not apply to your contract

Rating will be neither positive nor negative.

TO BE COMPLETED BY CLIENT

PLEASE CIRCLE THE ADJECTIVE RATING WHICH BEST REFLECTS

YOUR EVALUATION OF THE CONTRACTOR’S PERFORMANCE.

1. QUALITY:

a) Quality of technical data/report preparation efforts E VG S M U N

b) Ability to meet quality standards specified for technical performance E VG S M U N

c) Timeliness/effectiveness of contract problem resolution without extensive customer guidance E VG S M U N

d) Adequacy/effectiveness of quality control program and adherence to contract quality assurance requirements (without adverse effect on performance)

E VG S M U N

2. SCHEDULE/TIMELINESS OF PERFORMANCE:

a) Compliance with contract delivery/completion schedules including any significant intermediate milestones. (If liquidated damages were assessed or the schedule was not met, please address below)

b) Rate the contractor’s use of available resources to accomplish tasks identified in the contract E VG S M U N

3. CUSTOMER SATISFACTION:

a) To what extent were the end users satisfied with the project? E VG S M U N

b) Contractor was reasonable and cooperative in dealing with your staff (including the ability to successfully resolve disagreements/disputes;

responsiveness to administrative reports, businesslike and communication)

c) To what extent was the contractor cooperative, businesslike, and concerned with the interests of the customer? E VG S M U N

d) Overall customer satisfaction E VG S M U N

4. MANAGEMENT/ PERSONNEL/LABOR

a) Effectiveness of on-site management, including management of subcontractors, suppliers, materials, and/or labor force? E VG S M U N

b) Ability to hire, apply, and retain a qualified workforce to this effort

E VG S M U N

c) Government Property Control E VG S M U N

d) Knowledge/expertise demonstrated by contractor personnel E VG S M U N

e) Utilization of Small Business concerns E VG S M U N

f) Ability to simultaneously manage multiple projects with multiple disciplines E VG S M U N

g) Ability to assimilate and incorporate changes in requirements and/or priority, including planning, execution and response to E VG S M U N

Government changes

h) Effectiveness of overall management (including ability to effectively lead, manage and control the program) E VG S M U N

5. COST/FINANCIAL MANAGEMENT

a) Ability to meet the terms and conditions within the contractually agreed price(s)? E VG S M U N

b) Contractor proposed innovative alternative methods/processes that reduced cost, improved maintainability or other factors that benefited the client

c) If this is/was a Government cost type contract, please rate the Contractor’s timeliness and accuracy in submitting monthly invoices with appropriate back-up documentation, monthly status reports/budget variance reports, compliance with established budgets and avoidance of significant and/or unexplained variances (under runs or overruns)

d) Is the Contractor’s accounting system adequate for management and tracking of costs? If no, please explain in Remarks section. Yes No

e) If this is/was a Government contract, has/was this contract been partially or completely terminated for default or convenience or are there any pending terminations? Indicate if show cause or cure notices were issued, or any default action in comment section below.

Yes No

f) Have there been any indications that the contractor has had any financial problems? If yes, please explain below. Yes No

6. SAFETY/SECURITY

a) To what extent was the contractor able to maintain an environment of safety, adhere to its approved safety plan, and respond to safety issues?

(Includes: following the users rules, regulations, and requirements regarding housekeeping, safety, correction of noted deficiencies, etc.)

b) Contractor complied with all security requirements for the project and personnel security requirements. E VG S M U N

7. GENERAL

a) Ability to successfully respond to emergency and/or surge situations (including notifying COR, PM or Contracting Officer in a timely manner regarding urgent contractual issues).

b) Compliance with contractual terms/provisions (explain if specific issues) E VG S M U N

c) Would you hire or work with this firm again? (If no, please explain below) Yes No

d) In summary, provide an overall rating for the work performed by this contractor. E VG S M U N

Please provide responses to the questions above (if applicable) and/or additional remarks. Furthermore, please provide a brief narrative addressing specific strengths, weaknesses, deficiencies, or other comments which may assist our office in evaluating performance risk.

(please attach additional pages if necessary):

General Instruction Building, Davis Monthan AFB 2128

09 69 33 ‐ 1

SECTION 09 69 33

LOW PROFILE ACCESS FLOORING

PART 1 - GENERAL

1.1 SUMMARY

A. A low profile cable management access flooring system with access panels, base connectors to connect access panels, to form reticulated accessible cable trenches, and which covered and protected by cable trench caps.

1.2 PERFORMANCE REQUIREMENTS

A. General: the low profile access flooring, when installed, structured with self-standing access panels, grid-pattern cable trenches, facilitating easy distribution, extension of electrical, networking and telecommunication cables, and accommodate outlet floor boxes, and cable trench caps to cover and protect cables running in the cable trenches. All components of this system shall be the products of one supplier.

B. Access panels and steel cable trench caps Tested in accordance with

CISCA or ASTM

1. Concentrated Load: by 1” square indenter

a. 400 psi: less than 0.1” (2.5 mm) depression

2. Concentrate Ultimate Load: by 1” square indenter

a. greater than 500 psi

3. Uniform Distribution Load:

a. 1300 psf: less than 0.06” (1.5 mm) depression

4. Uniform Ultimate Load:

a. Greater than 4500 psf

C. Flammability: meet NFPA 253 class A as tests in accordance with ASTM E-648 Critical Radiant Flux, UL94-V2.

D. Earthquake Performance: access panel are self-stand, each panel supported by 64 built-in pedestals. Each panel is connected by Base Connector at four corner pedestals. In the event of earthquake, the system will not be collapsed.

E. Environment protection:

Amendment 0005

09 69 33 ‐ 2

1. access panels made of recycled poly-propylene contents more than 60%. Complies and contributes to LEED credit points.

2. no pollution to sub-floors: The access panels are self-stand. No adhesives required to bond access panels’ pedestals onto sub-floors. No pollution to sub-floors at time of installation.

3. no damage to sub-floors: At time of relocation, no damage to sub-floors.

4. re-usable: In the event of re-location, the systems’ components shall be more than 95% re-usable.

5. 100% recyclable: All components of the systems, access panels, base connectors, cable trench caps, sound attenuation blanket, and accessories, are 100% recyclable.

1.3 SUBMITTALS

A. Submit under provisions of Section 01 33 00.

B. SD-03 Product Data

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

C. SD-02 Shop Drawings:

1. Pattern and perforation type.

2. Panel sizes.

3. Panel thickness.

4. Installation details.

5. Provisions for reinforcement and anchoring.

PART 2 - PRODUCTS

2.1 Access floor system and components

A. System components

1. system height: approximately 2 inches

2. modular size: approximately 24” x 24”, access panels, Base Connector, Central Cap, and Flank Caps, ramp panels.

3. system weight: less than 3 LB per square foot

B. Access Panels: self-standing access panel, each panel consists of sub-panels and built-in pedestals.

1. panel size: approximately 20” X 20”

2. height: fixed height approximately 2 inches

09 69 33 ‐ 3

3. materials: fire-retard recycled poly-propylene.

C. Cable Trench Caps: to cover the cable trenches

D. Central Caps: bend at four sides, reinforced ribs at center, to install, and cover, at intersection of cable trenches, protection against corrosion by electro-deposition.

E. Flank Caps: reinforced ribs, to install, and cover cable trenches, at sides of access panels. Protection against corrosion by electro-deposition.

F. Base Connectors

G. Sound Attenuation Blanket: meet UL94 HB, PE foam, 1 meter width, 0.078” (2 mm) thick, install under access panels to absorb impact sound causing by pedestrians.

H. Cable Trenches configuration: At time of installation, apply Base Connectors to access panels’ corner pedestals. Continuous connection at access panels’ pedestals, automatically forms standard grid.

2.2 ACCESS FLOOR COVERINGS

A. The systems are suitable for bonded by commercial grade modular carpet tiles, and vinyl tiles of no less than 0.177” (4.5 mm) thick.

2.3 ACCESSORIES

A. Accessories: All accessories for perimeter, re-enforcement, and others, as indicated on the manufacturer’s system drawings.

PART 3 - EXECUTION

3.1 PREPARATION

A. Job site: shall be free of vibration, rocking, cracking, grease, or debris. All debris, foreign objects shall be removed before installation.

09 69 33 ‐ 4

3.2 INSTALLATION

1. Install access flooring system by qualified raised floor raised floor installation teams, and by follow manufacturer’s installation guide.

2. Access floor system shall comply requirements by specific application per manufacturer’s system and shop drawings.

3.3 CLEANING AND PROTECTION

A. Clean access flooring after installation. All residuals shall be removed from the job site.

B. Other trades, such as electrical sub-contractors, when requires removing cable trenches’ caps for cable routing, shall place the caps at proper and safety location, and shall re-store removed cable trenches 100% back onto cable trenches at original position right after completion of each electrical work.

C. Other trades, when working on top of access floors shall make proper and adequate protection. Heavy carts or equipments, when passing through access floors, shall apply continuous plywood panels of minimum 0.47” (12

mm) thick to protect from work of other trades.

D. Moving extra-heavy carts or lifter on access floor: shall consult the manufacturer’s regional distributor, or regional sales representative.

END OF SECTION

SECTION 32 31 13

CHAIN LINK FENCES AND GATES

11/16

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 A116 (2011) Standard Specification for Metallic-Coated, Steel Woven Wire Fence Fabric

ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

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 A90/A90M (2013) Standard Test Method for Weight of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy Coatings

ASTM B117 (2016) Standard Practice for Operating Salt Spray (Fog) Apparatus

ASTM C94/C94M (2017a) Standard Specification for Ready-Mixed Concrete

ASTM F1043 (2017a) Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework

ASTM F1083 (2016) Standard Specification for Pipe, Steel, Hot-Dipped Zinc Coated (Galvanized) Welded, for Fence Structures

ASTM F567 (2014a) Standard Practice for Installation of Chain Link Fence

ASTM F626 (2014) Standard Specification for Fence Fittings

ASTM F883 (2013) Padlocks

ASTM G152 (2013) Operating Open Flame Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials

ASTM G153 (2013) Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials

ASTM G154 (2016) Standard Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials

ASTM G155 (2013) Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non-Metallic Materials

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS RR-F-191 (Rev K) Fencing, Wire and Post Metal (and Gates, Chain-Link Fence Fabric, and Accessories)

FS RR-F-191/1 (Rev F) Fencing, Wire and Post, Metal (Chain-Link Fence Fabric)

FS RR-F-191/2 (Rev E) Fencing, Wire and Post, Metal (Chain-Link Fence Gates)

FS RR-F-191/3 (Rev E; Am 1) Fencing, Wire and Post, Metal (Chain-Link Fence Posts, Top Rails and Braces)

FS RR-F-191/4 (Rev F) Fencing, Wire and Post, Metal (Chain-Link Fence Accessories)

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Fence Assembly; G

Location of Gate, Corner, End, and Pull Posts; G

Gate Assembly; G

Gate Hardware and Accessories; G

SD-03 Product Data

Fence Assembly; G

Gate Assembly; G

Gate Hardware and Accessories; G

Zinc Coating; G

PVC Coating; G

Aluminum Alloy Coating; G

Fabric; G

Stretcher Bars; G

Concrete; G

SD-07 Certificates

Certificates of Compliance

SD-08 Manufacturer's Instructions

Fence Assembly

Gate Assembly

Hardware Assembly

Accessories

SD-11 Closeout Submittals

Recycled Material Content

1.3 QUALITY CONTROL

1.3.1 Certificates of Compliance

Submit certificates of compliance in accordance with the applicable reference standards and descriptions of this section for the following:

a. Zinc coating

d. Fabric

e. Stretcher bars

f. Gate hardware and accessories

1.4 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 SYSTEM DESCRIPTION

Provide fencing materials conforming to the requirements of ASTM A116, ASTM A702, ASTM F626.

Submit reports of listing chain-link fencing and accessories regarding weight in grams ounces for zinc coating.

Submit manufacturer's catalog data for complete fence assembly, gate assembly, hardware assembly and accessories.

2.2 COMPONENTS

2.2.1 Fabric

FS RR-F-191 and detailed specifications as referenced and other requirements as specified.

FS RR-F-191/1; Type I, zinc-coated steel, 9 gage. Mesh size, 51 mm 2 inches.

Provide fabric consisting of 3.8 millimeter No. 9-gage wires woven into a 50 millimeter 2 inch diamond mesh, with dimensions of fabric and wire conforming to ASTM A116, with zinc galvanizing.

2.2.2 Sleeves

Provide sleeves for setting into concrete construction of the same material as post sections, sized 25 millimeter 1 inch greater than the diameter or dimension of the post. Weld flat plates to each sleeve base to provide anchorage and prevent intrusion of concrete.

2.2.3 Stretcher Bars

Provide bars that have one-piece lengths equal to the full height of the fabric with a minimum cross section of 5 by 20 millimeter 3/16 by 3/4 inch, in accordance with ASTM F626.

2.2.4 Stretcher Bar Bands

Provide bar bands for securing stretcher bars to posts that are steel, wrought iron, or malleable iron spaced not over 381 millimeter 15 inches on center. Bands may also be used in conjunction with special fittings for securing rails to posts. Provide bands with projecting edges chamfered or eased.

2.2.5 Gates

FS RR-F-191/2; Type II, double swing. Framing and bracing members, round of steel alloy. Steel member finish, zinc-coated. Provide gate frames and braces of minimum sizes listed in FS RR-F-191/3 for each Class and Grade, except that steel pipe frames are a minimum of 48 mm 1.90 inches o.d., 3 mm

0.120 inches minimum wall thickness and aluminum pipe frames and intermediate braces are 47.5 mm 1.869 inches o.d. minimum, 1.4 kg per meter

0.940 lb/ft of length. Gate fabric, is as specified for fencing fabric.

Coating for steel latches, stops, hinges, keepers, and accessories, is galvanized Provide plunger bar type gate latches. Provide intermediate members as necessary for gate leaves more than 2.4 m 8 feet wide, to provide rigid construction, free from sag or twist. Attach gate fabric to gate frame in accordance with manufacturer's standards, except that welding is not permitted. Arrange padlocking latches to be accessible from both sides of gate, regardless of latching arrangement.

Provide gate frame assembly that is welded or assembled with special malleable or pressed-steel fittings and rivets to provide rigid connections. Install fabric with stretcher bars at vertical edges;

stretcher bars may also be used at top and bottom edges. Attach stretcher bars and fabric to gate frames on all sides at intervals not exceeding 381 millimeter 15 inches. Attach hardware with rivets or by other means which provides equal security against breakage or removal.

Provide diagonal cross-bracing, consisting of 10 millimeter 3/8 inch diameter adjustable-length truss rods on welded gate frames, where necessary to obtain frame rigidity without sag or twist. Provide nonwelded gate frames with diagonal bracing.

2.2.6 Gate Hardware and Accessories

Provide gate hardware and accessories that conforms to ASTM A116 and ASTM F626, and be as specified:

Provide forged steel hinges to suit gate size, non-lift-off type, offset to permit 180-degree opening.

Provide latch that permits operation from either side of the gate, with a padlock eye provided as an integral part of the latch.

Provide stops and holders of malleable iron for vehicular gates. Provide stops that automatically engage the gate and hold it in the open position until manually released.

2.2.7 Miscellaneous Hardware

Provide miscellaneous hot-dip galvanized hardware as required.

2.2.8 Wire Ties

Provide 2.9 millimeter 9-gage galvanized steel wire for tying fabric to line posts,spaced 300 millimeter 12 inches on center. For tying fabric to rails and braces, space wire ties 600 millimeter 24 inches on center. For tying fabric to tension wire, space 2.7 millimeter 0.105-inch hog rings 600 millimeter 24 inches on center.

Manufacturer's standard procedure will be accepted if of equal strength and durability.

FS RR-F-191/4. Provide wire ties constructed of the same material as the fencing fabric.

2.2.9 Padlocks

Provide padlocks conforming to ASTM F883, with chain.

2.3 MATERIALS

2.3.1 Zinc Coating

Provide hot-dip galvanized (after fabrication) ferrous-metal components and accessories, except as otherwise specified.

Provide zinc coating of weight not less than 550 gram per square meter 1.94 ounces per square foot, as determined from the average result of two specimens, when tested in accordance with ASTM A90/A90M.

Provide zinc coating conforming to the requirements of the following:

a. Pipe: FS RR-F-191/3 Class 1 Grade A in accordance with ASTM F1083.

b. Hardware and accessories: ASTM A153/A153M, Table 1

c. Surface: ASTM F1043

d. External: Type B-B surface zinc with organic coating, 275 gram per square meter 0.97 ounce per square foot minimum thickness of acrylated polymer.

e. Internal: Surface zinc coating of 275 gram per square meter 0.97 ounce per square foot minimum.

Provide galvanizing repair material that is cold-applied zinc-rich coating conforming to ASTM A780/A780M.

2.3.2 Tension Wire

Provide galvanized, coiled spring wire, No. 7-gage.

PART 3 EXECUTION

Submit manufacturer's…