W912PL-18-R-0080_Amendment0002.pdf

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

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

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 SOLICIATION 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.

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 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 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.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

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)

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

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

1 55

0002 Oct 31, 2018

W912PL

CONTRACTING DIVISION

915 Wilshire Blvd

LOS ANGELES, CA 90053-2325

SEE ITEM 6

W912PL-18-R-0080

Oct 11, 2018

F35A Petroleum Oil Lubricants (POL) Fill Stand Addition, Nellis AFB, NV

1. Please replace Section 00 22 00. Page Count criteria has been revised.

2. Geotech Report is being added For Info Only purposes.

3. Please see summary for all other tech revisions.

Sandra Oquita

CONTRACTING OFFICER

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 offier'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:

Total contract price increased by $

Total contract price decreased by $

Total contract price unchanged.

State reason for modification.

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

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 --

A reference to the letter determination; and

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

(g)

(h)

(i)

(ii)

(1)

(2)

(3)

(4)

(5)

(6)

(i)

(ii)

(iii)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

F-35A PETROLEUM OIL LUBRICANTS (POL) FILL STAND ADDITION W912PL-18-R-0080

Nellis AFB, NV

SF 30 CONTINUATION PAGE 1 OF 2

Amendment 0002

SF 30 BLOCK 14 CONTINUATION

SUMMARY OF CHANGES

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

Section Number Section Title

00 22 00 SUPPLEMENTARY INSTRUCTIONS

DIVISION 01 – 48 - TECHNICAL SPECIFICATIONS

Section Number Section Title

08 11 13 STEEL DOORS AND FRAMES

08 51 23 STEEL WINDOWS

08 81 00 GLAZING

32 11 23 AGGREGATE BASE COURSE

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

DRAWINGS

Sheet Number

Sheet Title

C-412 TRUCK FILLSTAND SITE PLAN

F-35A PETROLEUM OIL LUBRICANTS (POL) FILL STAND ADDITION W912PL-18-R-0080

AMENDMENT 0002

SECTION 00 22 00 - 1

SECTION 00 22 00

SUPPLEMENTARY INSTRUCTIONS

I. GENERAL SUBMISSION REQUIREMENTS:

II. GENERAL INSTRUCTIONS:

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

IV. SPECIFIC INSTRUCTIONS FOR THE TECHNICAL PROPOSAL (VOLUME II)

V. PROPOSAL EXPENSE AND PRE-AWARD COST

VI. PROPOSAL COVER SHEET:

VII. CONTRACTOR PERFORMANCE ASSESSMENT REPORT

VIII. SAMPLE COVER LETTER

IX. NAVFAC/USACE PAST PERFORMANCE QUESTIONNAIRE

F-35A PETROLEUM OIL LUBRICANTS (POL) FILL STAND ADDITION W912PL-18-R-0080

SECTION 00 22 00 - 2

I. GENERAL SUBMISSION REQUIREMENTS:

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

Proposers shall submit their proposal packages in accordance with the instructions outlined in Section 00 21 16, 52.0000-4001-Directions for Submitting Offers.

Each Proposer must submit their responses to the technical evaluation factors in a Technical Proposal (Original Plus 4 copies) and Price Proposal (Original & CD). The Technical Proposal and Price Proposal must be submitted as separate distinct volumes. Both the Price Proposal (Volume I) and the Technical Proposal (Volume II) must be received by the closing date and time set for receipt of proposals.

No dollar amounts or pricing information from the Price Proposal are to be included in the responses to the technical evaluation factors.

All information intended by the Proposer to be evaluated must be submitted as part of the Technical Proposal.

II. GENERAL INSTRUCTIONS:

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. Do not use a font size smaller than 10, an unusual font style such as script, or condensed print.

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.

“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 Proposer’s Technical Proposal. Proposers 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 Proposer—Competitive Acquisition”, paragraph (3), “Restriction on disclosure and use of data”.

The Corps of Engineers recognizes that submittals by the Proposer may contain confidential or proprietary information; however, the Government reserves the right to make inquiries into the information disclosed. The submission of false or misleading information may be grounds for disqualification of the proposal.

**Proposer(s) shall submit their proposal packages to the Los Angeles District Corps of Engineers (USACE) in accordance with Section 00 22 16 of the solicitation.**

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SECTION 00 22 00 - 3

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

Number of Sets of the Price Proposal: Submit One (1) original and one (1) copy on Compact Disk (CD) using a searchable “.pdf” file format.

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

TAB #1

SF 1442 Acknowledgement Sheet (Including acknowledgment of all amendments)

TAB #2

CLIN Schedule (See Section 00 10 00) & Completed Corporate Principal (See Section 00 01 05)

TAB #3 Bid Bond

TAB #4

System for Award Management (SAM) Representations & Certifications

TAB #5 Joint Venture/Teaming Agreement (If Applicable)

TAB #6 Pre-Award Survey Data Information

IV. SPECIFIC INSTRUCTIONS FOR THE TECHNICAL PROPOSAL (VOLUME II)

Number of Sets and Pages of the Technical Proposal: Submit original and four (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. The Technical Proposals shall be in 8-1/2" x 11" format, bound as a single document, with single-sided or double-sided pages being acceptable. Condensed print is not permitted. The Proposals shall be separated with section tabs, and the tabs shall clearly identify the contents of each section. Offeror is allowed to submit the organizational chart for Factor 4 (Management Structure) on an 11x17 size paper to allow for clear and detailed demonstration of key personnel and management structure. The Maximum number of pages for the Technical Proposal is fifty (50) pages single sided or twenty-five (25) pages double sided.

The following items will not count against the page count: Table of Contents, Section Tabs, Letters of Appreciation and similar correspondence, resume for each proposed team member (required from Factor 4) (Up to 2 pages single-sided) of Resumes, Past Performance Questionnaires (PPQs) and subcontractor's consent to release of its past

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SECTION 00 22 00 - 4

performance information by the Government to the Offeror(s).

Contractor Performance Assessment Reports (CPARS) or Performance Assessment Reports (PARs) COUNT AGAINST THE PAGE COUNT. Technical Proposals that exceed fifty (50) pages ingle sided or twenty-five (25) pages double sided, will not be evaluated after page fifty (50) or twenty-five respectively. Each page shall be sequentially numbered for that section.

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 chart below. The tabs directly correlate to the evaluation factors identified in Section 00 22 16.

Pre-Award Survey Data Information (e.g. Bank and Supplier References)

In accordance with FAR 9.103(a)… contracts shall be awarded to responsible prospective contractors only. To be determined responsible, a prospective contractor must meet the standards at FAR 9.104 that requires a prospective contractor to have adequate financial resources to perform the contract or the ability to obtain them. As an aid in assessing responsibility, the offeror shall provide a letter from their bank or financial institution that contains the following:

Name and telephone number of bank and point of contact;

Number of year’s business has be conducted with each bank;

Types of open accounts (checking, loans, etc);

Balance of current accounts (the banks will provide a “range of figures” for this information, such as, medium five figures range);

Means by which loans are secured and if paid as agreed.

TAB CONTENTS OF VOLUME II TECHNICAL PROPOSAL

TAB #1 FACTOR 1: EXPERIENCE ON SIMILAR CONTRACTS

TAB #2

FACTOR 2: TECHNICAL APPROACH, METHODS AND

PROCEDURES

TAB #3

FACTOR 3: PAST PERFORMANCE ON RECENT AND

RELEVANT CONTRACTS

TAB #4 FACTOR 4: MANAGEMENT STRUCTURE

TAB #5 FACTOR 5: SCHEDULE

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SECTION 00 22 00 - 5

Detailed Submission Requirements for the Technical Proposal: Submit detailed responses to the evaluation factors under each of the tabs. Specifics for the required information to be submitted are described in detail in Section 00 22 16.

FACTOR #1 EXPERIENCE ON SIMILAR CONTRACTS

FACTOR #2 TECHNICAL APPROACH, METHODS AND PROCEDURES

FACTOR #3 PAST PERFORMANCE ON RECENT AND RELEVANT CONTRACTS

FACTOR #4 MANAGEMENT STRUCTURE

FACTOR #5 SCHEDULE

V. PROPOSAL EXPENSE AND PRE-AWARD COST

This solicitation does not commit the government to pay any costs incurred in the preparation and submission of the initial and any subsequent proposals or for any costs incurred prior to execution of a formal contract.

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SECTION 00 22 00 - 6

VI. PROPOSAL COVER SHEET:

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 Proposers—Competitive Acquisition,” has been provided in full text in Section 00 21 16. The format is as follows:

PROPOSAL COVER SHEET

1. Solicitation Number: W912PL-18-R-0080

2. The name, address, and telephone and facsimile numbers of the Proposer 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 Proposer’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.

6. Acknowledgment that the offeror is registered in the System for Award Management (SAM) database as required by FAR Clause 52.204-7, System for Award Management and DFARS 252.204-7004, Alternate A, System for Award Management.

**Alert to Contractors from System for Award Management: You must submit a notarized letter appointing the authorized Entity Administrator before your registration will be activated. This requirement now applies to both new and existing entities. See https://www/sam.gov/.**

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SECTION 00 22 00 - 7

VII. PERFORMANCE ASSESSMENT REPORT

PERFORMANCE ASSESSMENT REPORT

(To be completed by Proposer)

1. Contractor (Firm being evaluated):

Name: Address:

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

3. Solicitation Type: Negotiated or Sealed Bid

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

5. 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. Problems encountered and how resolved:

10. 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):

F-35A PETROLEUM OIL LUBRICANTS (POL) FILL STAND ADDITION W912PL-18-R-0080

SECTION 00 22 00 - 8

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 Past Performance Questionnaire (PPQ) has been sent to the reference(s) listed in

Block 10, with a letter requesting that the completed questionnaire be returned directly to the U.S. Army Corps of Engineers by the closing date for this solicitation.

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SECTION 00 22 00 - 9

VIII. 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. If you prefer, you may provide the requested information by email to ryan.e.rivas@usace.army.mil

The Government is requesting receipt of this information five calendar days before 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. Ryan Rivas at telephone (213) 452-3310.

Sincerely, Contractor

Attachment

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SECTION 00 22 00 - 10

IX. NAVFAC/USACE PAST PERFORMANCE QUESTIONNAIRE

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):

Explain Differences:

Original Contract Price (Award Amount):

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

Explain Differences:

F-35A PETROLEUM OIL LUBRICANTS (POL) FILL STAND ADDITION W912PL-18-R-0080

SECTION 00 22 00 - 11

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 PROPOSER. THE

PROPOSER 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 PROPOSER.

HOWEVER, QUESTIONNAIRES MAY BE SUBMITTED DIRECTLY TO USACE.

PLEASE CONTACT THE PROPOSER FOR USACE POC INFORMATION. THE

GOVERNMENT RESERVES THE RIGHT TO VERIFY ANY AND ALL

INFORMATION ON THIS FORM.

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SECTION 00 22 00 - 12

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.

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(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.

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SECTION 00 22 00 - 14

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)

E VG S M U

N

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)

E VG S M U

N

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, E VG S M U

N

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SECTION 00 22 00 - 15

and/or labor force?

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 Government changes

E VG S M U

N

h) Effectiveness of overall management (including ability to effectively lead, manage and control the program)

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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

E VG S M U

N

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)

E VG S M U

N

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.)

E VG S M U

N

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).

E VG S M U

N

b) Compliance with contractual terms/provisions (explain if specific issues)

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SECTION 00 22 00 - 17

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).

F-35A POL Fillstand Addition and Support Facility RTA Submittal Nellis AFB, NV June 29, 2018

SECTION 08 11 13

STEEL DOORS AND FRAMES

02/10

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 in the text by the basic designation only.

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2010; Errata 2011) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A653/A653M (2013) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A924/A924M (2014) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM C578 (2014a) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C591 (2013) Standard Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation

ASTM C612 (2014) Mineral Fiber Block and Board Thermal Insulation

ASTM D2863 (2013) Measuring the Minimum Oxygen Concentration to Support Candle-Like Combustion of Plastics (Oxygen Index)

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.115 (2006) Hardware Preparation in Steel Doors and Steel Frames

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR 113 (2001; R2006) Standard Practice for Determining the Steady State Thermal Transmittance of Steel Door and Frame Assemblies

SDI/DOOR A250.11 (2001) Recommended Erection Instructions for Steel Frames

SECTION 08 11 13 Page 1

SDI/DOOR A250.4 (2011) Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcing

SDI/DOOR A250.6 (2003; R2009) Recommended Practice for Hardware Reinforcing on Standard Steel Doors and Frames

SDI/DOOR A250.8 (2003; R2008) Recommended Specifications for Standard Steel Doors and Frames

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors ; G

Frames ; G

Accessories

Show elevations, construction details, metal gages, hardware provisions, method of glazing, and installation details.

Schedule of doors ; G

Schedule of frames ; G

Submit door and frame locations.

SD-03 Product Data

Doors ; G

Frames ; G

Accessories

Weatherstripping

Submit manufacturer's descriptive literature for doors, frames, and accessories. Include data and details on door construction, panel (internal) reinforcement, insulation, and door edge construction. When "custom hollow metal doors" are provided in lieu of "standard steel doors," provide additional details and data sufficient for comparison to SDI/DOOR A250.8 requirements.

1.3 DELIVERY, STORAGE, AND HANDLING

Deliver doors, frames, and accessories undamaged and with protective wrappings or packaging. Provide temporary steel spreaders securely fastened to the bottom of each welded frame. Store doors and frames on platforms under cover in clean, dry, ventilated, and accessible locations, SECTION 08 11 13 Page 2 with 1/4 inch airspace between doors. Remove damp or wet packaging immediately and wipe affected surfaces dry. Replace damaged materials with new.

PART 2 PRODUCTS

2.1 STANDARD STEEL DOORS

SDI/DOOR A250.8 , except as specified otherwise. Prepare doors to receive door hardware as specified in Section 08 71 00 . Undercut where indicated. Exterior doors shall have top edge closed flush and sealed to prevent water intrusion. Doors shall be 1-3/4 inch thick, unless otherwise indicated.

2.1.1 Classification - Level, Performance, Model

2.1.1.1 Heavy Duty Doors

SDI/DOOR A250.8 , Level 2, physical performance Level B, Model 2, with core construction as required by the manufacturer for interior doors and for exterior doors, of size(s) and design(s) indicated.

2.2 INSULATED STEEL DOOR SYSTEMS

Insulated steel doors shall have a core of polyurethane foam and an R factor of 10.0 or more (based on a k value of 0.16); face sheets, edges, and frames of galvanized steel not lighter than 23 gage , 16 gage , and 16 gage respectively; magnetic weatherstripping; nonremovable-pin hinges;

thermal-break aluminum threshold; and vinyl door bottom. Doors and frames shall receive phosphate treatment, rust-inhibitive primer, and baked acrylic enamel finish. Doors shall have been tested in accordance with SDI/DOOR A250.4 and shall have met the requirements for Level C. Prepare doors to receive specified hardware.Doors shall be 1-3/4 inch thick.

2.3 ACCESSORIES

2.3.1 Astragals

For pairs of exterior steel doors which will not have aluminum astragals or removable mullions, as specified in Section 08 71 00 DOOR HARDWARE provide overlapping steel astragals with the doors. .

2.3.2 Moldings

Provide moldings around glass of interior and exterior doors and louvers of interior doors. Provide nonremovable moldings on outside of exterior doors and on corridor side of interior doors. Other moldings may be stationary or removable. Secure inside moldings to stationary moldings, or provide snap-on moldings. Muntins shall interlock at intersections and shall be fitted and welded to stationary moldings.

2.4 INSULATION CORES

Insulated cores shall be of type specified, and provide an apparent U-factor of .48 in accordance with SDI/DOOR 113 and shall conform to:

a. Rigid Cellular Polyisocyanurate Foam: ASTM C591, Type I or II, foamed-in-place or in board form, with oxygen index of not less than 22 percent when tested in accordance with ASTM D2863; or

SECTION 08 11 13 Page 3

b. Rigid Polystyrene Foam Board: ASTM C578, Type I or II; or

c. Mineral board: ASTM C612, Type I.

2.5 STANDARD STEEL FRAMES

SDI/DOOR A250.8 , Level 2 , except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners . Provide steel frames for doors, unless otherwise indicated.

2.5.1 Welded Frames

Continuously weld frame faces at corner joints. Mechanically interlock or continuously weld stops and rabbets. Grind welds smooth.

Weld frames in accordance with the recommended practice of the Structural Welding Code Sections 1 through 6, AWS D1.1/D1.1M and in accordance with the practice specified by the producer of the metal being welded.

2.5.2 Stops and Beads

Form stops and beads from 20 gage steel. Provide for glazed and other openings in standard steel frames. Secure beads to frames with oval-head, countersunk Phillips self-tapping sheet metal screws or concealed clips and fasteners. Space fasteners approximately 12 to 16 inch on center.

Miter molded shapes at corners. Butt or miter square or rectangular beads at corners.

2.5.3 Anchors

Provide anchors to secure the frame to adjoining construction. Provide steel anchors, zinc-coated or painted with rust-inhibitive paint, not lighter than 18 gage .

2.5.3.1 Wall Anchors

Provide at least three anchors for each jamb. For frames which are more than 7.5 feet in height, provide one additional anchor for each jamb for each additional 2.5 feet or fraction thereof.

a. Masonry: Provide anchors of corrugated or perforated steel straps or 3/16 inch diameter steel wire, adjustable or T-shaped;

2.5.3.2 Floor Anchors

Provide floor anchors drilled for 3/8 inch anchor bolts at bottom of each jamb member.

2.6 WEATHERSTRIPPING

As specified in Section 08 71 00 DOOR HARDWARE.

2.7 HARDWARE PREPARATION

Provide minimum hardware reinforcing gages as specified in SDI/DOOR A250.6 .

Drill and tap doors and frames to receive finish hardware. Prepare doors and frames for hardware in accordance with the applicable requirements of SDI/DOOR A250.8 and SDI/DOOR A250.6 . For additional requirements refer to ANSI/BHMA A156.115 . Drill and tap for surface-applied hardware at the

SECTION 08 11 13 Page 4 project site. Build additional reinforcing for surface-applied hardware into the door at the factory. Locate hardware in accordance with the requirements of SDI/DOOR A250.8 , as applicable. Punch door frames , with the exception of frames that will have weatherstripping to receive a minimum of two rubber or vinyl door silencers on lock side of single doors and one silencer for each leaf at heads of double doors. Set lock strikes out to provide clearance for silencers.

2.8 FINISHES

2.8.1 Factory-Primed Finish

All surfaces of doors and frames shall be thoroughly cleaned, chemically treated and factory primed with a rust inhibiting coating as specified in SDI/DOOR A250.8 . Where coating is removed by welding, apply touchup of factory primer.

2.8.2 Hot-Dip Zinc-Coated and Factory-Primed Finish

Fabricate exterior interior scheduled doors and frames from hot dipped zinc coated steel, alloyed type, that complies with ASTM A924/A924M and ASTM A653/A653M . The coating weight shall meet or exceed the minimum requirements for coatings having 0.4 ounces per square foot , total both sides, i.e., A40. Repair damaged zinc-coated surfaces by the application of zinc dust paint. Thoroughly clean and chemically treat to insure maximum paint adhesion. Factory prime as specified in SDI/DOOR A250.8 . .

2.9 FABRICATION AND WORKMANSHIP

Finished doors and frames shall be strong and rigid, neat in appearance, and free from defects, waves, scratches, cuts, dents, ridges, holes, warp, and buckle. Molded members shall be clean cut, straight, and true, with joints coped or mitered, well formed, and in true alignment. Dress exposed welded and soldered joints smooth. Design door frame sections for use with the wall construction indicated. Corner joints shall be well formed and in true alignment. Conceal fastenings where practicable. On wraparound frames for masonry partitions, provide a throat opening 1/8 inch larger than the actual masonry thickness.

2.9.1 Grouted Frames

For frames to be installed in exterior walls and to be filled with mortar or grout, fill the stops with strips of rigid insulation to keep the grout out of the stops and to facilitate installation of stop-applied head and jamb seals.

2.10 PROVISIONS FOR GLAZING

Materials are specified in Section 08 81 00 , GLAZING.

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Frames

Set frames in accordance with SDI/DOOR A250.11 . Plumb, align, and brace securely until permanent anchors are set. Anchor bottoms of frames with expansion bolts or powder-actuated fasteners. Build in or secure wall

SECTION 08 11 13 Page 5 anchors to adjoining construction. Backfill frames with mortar. Coat inside of frames with corrosion-inhibiting bituminous material. For frames in exterior walls, ensure that stops are filled with rigid insulation before grout is placed.

3.1.2 Doors

Hang doors in accordance with clearances specified in SDI/DOOR A250.8 .

After erection and glazing, clean and adjust hardware.

3.2 PROTECTION

Protect doors and frames from damage. Repair damaged doors and frames prior to completion and acceptance of the project or replace with new, as directed. Wire brush rusted frames until rust is removed. Clean thoroughly. Apply an all-over coat of rust-inhibitive paint of the same type used for shop coat.

3.3 CLEANING

Upon completion, clean exposed surfaces of doors and frames thoroughly.

Remove mastic smears and other unsightly marks.

-- End of Section --

SECTION 08 11 13 Page 6

SECTION 08 51 23

STEEL WINDOWS

08/11

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.

ASME INTERNATIONAL (ASME)

ASME B18.6.3 (2013) Machine Screws, Tapping Screws, and Machine Drive Screws (Inch Series)

ASTM INTERNATIONAL (ASTM)

ASTM A1011/A1011M (2014) Standard Specification for Steel, Sheet, and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability and Ultra-High Strength

ASTM A123/A123M (2013) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A167 (2011) Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip

ASTM A653/A653M (2013) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E331 (2000; R 2009) Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2015) Life Safety Code

NFPA 80 (2013) Standard for Fire Doors and Other Opening Protectives

SECTION 08 51 23 Page 1

STEEL WINDOW INSTITUTE (SWI)

SWI SWS (2005) Steel Window Specifications

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction Rating System

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 Notebook, 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

Windows

Indicate elevations of windows, full-size sections, thicknesses and gages of metal, fastenings, proposed method of anchoring, size and spacing of anchors, details of construction, method of glazing, and method and materials for weatherstripping, metal subframes, other related items, and installation details.

SD-03 Product Data

Hardware Materials ; ( LEED NC) Fasteners ; ( LEED NC)

Submit documentation indicating percentage of post-industrial and post-consumer recycled content per unit of product. Indicate relative dollar value of recycled content products to total dollar value of products included in project.

Accessories

Local/Regional Materials

SD-04 Samples

Color Coating

SD-06 Test Reports

Air infiltration

Water infiltration

SD-10 Operation and Maintenance Data

Windows , Data Package 1; G

Submit in accordance with the requirements of Section 01 78 23

SECTION 08 51 23 Page 2

OPERATION AND MAINTENANCE DATA.

SD-11 Closeout Submittals

1.3 TEST REPORT REQUIREMENTS

1.3.1 Air and Water Infiltration

ASTM E283 and ASTM E331. Do not exceed maximum air infiltration of one-half cubic foot per minute per foot of crack length when subjected to a static pressure of 1.56 pounds per square foot (equivalent to a wind velocity of 25 miles per hour (mph) ). Water infiltration shall be "zero."

1.4 DELIVERY AND STORAGE

Deliver to project site in undamaged condition. Store windows and components on edge, out of contact with the ground, under weathertight covering, and arranged to avoid bending, warping, or other damage.

1.5 SUSTAINABLE DESIGN REQUIREMENTS

1.5.1 Local/Regional Materials

Use products extracted, harvested, or recovered, as well as manufactured, within a 500 mile radius from the project site, if available from a minimum of three sources.See Section 01 33 29 LEED(tm) DOCUMENTATION for cumulative total local material requirements. Window materials may be locally available.

PART 2 PRODUCTS

2.1 MATERIALS

Metal materials listed below shall contain a minimum of 10 percent post-consumer recycled content, or a minimum of 20 percent post-industrial recycled content.

2.1.1 Steel Bars

SWI SWS.

2.1.2 Sheet Steel

ASTM A1011/A1011M .

2.1.3 Zinc-Coated Sheet Steel

ASTM A653/A653M .

2.1.4 Zinc Coating

ASTM A123/A123M .

SECTION 08 51 23 Page 3

2.1.5 Corrosion Resisting Sheet Steel

ASTM A167.

2.1.6 Screws and Bolts

ASME B18.6.3 as applicable.

2.2 FABRICATION OF WINDOWS

Form permanent joints by welding or mechanically fastening as specified for each type window. Use joints of strength to maintain structural value of members connected. Weld joints solid, remove excess metal, and dress smooth on exposed and contact surfaces. Closely fit joints formed with mechanical fastenings and make permanently watertight. Assemble frames and sash, including ventilators and thermal breaks, at the plant and ship as a unit with hardware unattached. Provide the following construction:

a. Roll weathering surfaces integrally to provide two-point parallel-surface contact with overlap at both inside and outside points of closure.

b. Provide drips and weep holes as required to return water to outside.

c. Design glazed windows and rabbets suitable for glass thickness shown on drawings or specified.

d. Use flathead, cross recessed type, exposed head screws and bolts with standard threads on windows, trim and accessories. Screw heads shall finish flush with adjoining surfaces. Self tapping sheet-metal screws are not acceptable.

e. For hot-dipped galvanized windows, use stainless steel or hot-spun galvanized steel fasteners. For windows with painted finish use cadmium plated or electro-galvanized fasteners. Finish exposed heads to match finish of windows.

2.3 FIRE RATED WINDOWS

Provide sash and frame with necessary hardware to conform to the requirements of Underwriters Laboratories Inc. (UL), for class of window indicated. Submit proof of conformance. UL label will be accepted as proof. Labeled window details take precedence over details indicated or specified for nonlabeled windows, except when sections required for nonlabeled windows are heavier than those required by UL. In lieu of UL label, written certification by approved nationally recognized testing agency may be submitted. Certification must state that complete window unit of type provided has been tested and conforms to published standards, including methods of tests, of UL.

2.4 PROVISIONS FOR GLAZING

Design sash for outside glazing and for securing glass with metal beads and glazing compound. Where insulating glass is indicated, use rabbets of adequate weight and depth to receive and properly support glass and glazing accessories.

SECTION 08 51 23 Page 4

2.5 METAL-TO-METAL JOINTS

Set in mastic, using type recommended by window manufacturer to provide weathertight joints. Remove excess mastic before it hardens.

2.6 ACCESSORIES

Provide windows with hardware, clips, fins, anchors, glazing beads, and fastenings, necessary for complete installation and operation of ventilators.

2.6.1 Anchors

Use hot-dip galvanized steel anchors. Secure anchors and fastenings to heads, jambs, and sills of openings, and fasten securely to windows or frames. Use anchors recommended by window manufacturer for specific type of construction and conceal. Anchor each frame at jambs with minimum of three adjustable steel anchors. Extend perforated stems not less than 4 inches into masonry.

2.6.2 Material and Finish

Provide non-magnetic type stainless steel exposed hardware with satin finish; white bronze with satin finish; yellow bronze with dull (oxidized) finish.

2.6.3 Fasteners

Fabricated from 100 percent re-melted steel. Prime exposed heads of coated or plated fasteners and finish to match adjacent material.

2.6.4 Metal Sub-frames and Stools

Manufacturer's standard type designed to suit the particular window.

Match exposed surfaces to windows.

2.7 WINDOW FINISH

2.7.1 Shop Primed Finish

After fabrication, clean all surfaces of windows, fins, cover plates, and provide a phosphate-treated and shop-primed finish . Conform to SWI SWS for the methods of cleaning, chemical treatment, galvanizing, and painting.

2.7.2 Factory Finish

In lieu of…