W912PP210009_DTRA Admin Bldg_Amendment 0002.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

PROJECT: Design Bid Build FY 21 DTRA Albuquerque Administrative Office Building, Kirtland Air Force Base, Bernalillo County, New Mexico

1. This is Amendment No. 0002 to Solicitation No. W912PP21R0009. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

W912PP21R0009

1 2

02/16/2021

01/15/2021

W912PP21R0009

AMENDMENT No. 0002

Page 2a of 2

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

00 22 16 SUPPLEMENTARY INSTRUCTIONS,

Pages 22-24 of 118 (Pages 34-36 of

Vol 1 Specifications)

00 22 16 SUPPLEMENTARY INSTRUCTIONS,

Pages 22-24 of 118

00 22 16 SUPPLEMENTARY INSTRUCTIONS,

Pages 30-33 of 118 (Pages 42-45 of

Vol 1 Specifications)

00 22 16 SUPPLEMENTARY INSTRUCTIONS,

Pages 30-33 of 118

00 22 16 SUPPLEMENTARY INSTRUCTIONS,

Page 52 of 118 (Page 64 of Vol 1

Specifications)

00 22 16 SUPPLEMENTARY INSTRUCTIONS,

00 70 00 CONDITIONS OF THE CONTRACT,

Page 82 of 118 (Page 94 of Vol 1

Specifications)

00 70 00 CONDITIONS OF THE CONTRACT,

01 35 53.00 10 CONUS SECURITY

PROCEDURES FOR SECURE AREAS, Entire

Section

01 35 53.00 10 CONUS SECURITY

PROCEDURES FOR SECURE AREAS, Entire

Section

N/A 01 45 35 SCHEDULE OF SPECIAL

INSTRUCTIONS, Pages 1-22, Insert after Specification

N/A 01 45 35 STATEMENT OF SPECIAL

INSTRUCTIONS, Pages 1-2, Insert after

Specification

01 54 00 SECURITY, Pages 1-3 (Pages

411-413 of Vol 1 Specifications)

01 54 00 SECURITY, Pages 1-3

01 91 00.15 10 TOTAL BUILDING

COMMISSIONING, Pages 6-23 (Pages 522-

539 of Vol 1 Specifications)

01 91 00.15 10 TOTAL BUILDING

COMMISSIONING, Pages 6-23

03 30 00 CAST-IN-PLACE CONCRETE, Page

47 (Page 631 of Vol 1 Specifications)

03 30 00 CAST-IN-PLACE CONCRETE, Page

08 34 73 SOUND CONTROL DOOR

ASSEMBLIES, Page 5 (Page 59 of Vol 2

Specifications)

08 34 73 SOUND CONTROL DOOR

ASSEMBLIES, Page 5

08 71 00 DOOR HARDWARE, Page 13 (Page

125 of Vol 2 Specifications)

08 71 00 DOOR HARDWARE, Page 13

Page 2b of 2

09 66 23 RESINOUS MATRIX TERRAZZO,

Pages 1-3 (Page 199-201 of Vol 2

Specifications)

09 66 23 RESINOUS MATRIX TERRAZZO,

Pages 1-3

10 28 13 TOILET ACCESSORIES, Pages 4-

6 (Pages 280-282 of Vol 2

Specifications)

10 28 13 TOILET ACCESSORIES, Pages 4-

3. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision:

Delete Page Insert Page

G-002 – G-003 INDEX OF DRAWINGS,

Pages 2-3 of Drawings Package Section

G-002 – G-003 INDEX OF DRAWINGS, 2

Pages

CS102.2 SITE LAYOUT PLAN- NORTH, Page

22 of Drawings Package Section 1

CS102.2 SITE LAYOUT PLAN- NORTH, 1

Page

CG100.1 OVERALL GRADING PLAN, Page 26 of Drawings Package Section 1

CG100.1 OVERALL GRADING PLAN, 1 Page

CG102.1 GRADING PLAN- NORTH, Page 28 of Drawings Package Section 1

CG102.1 GRADING PLAN- NORTH, 1 Page

CU100.2 UTILITY PLAN, Page 33 of

Drawings Package Section 1

CU100.2 UTILITY PLAN, 1 Page

S-503.1 TYPICAL EXTERIOR/INTERIOR

COLUMN, Page 68 of Drawings Package 1

S-503.1 TYPICAL EXTERIOR/INTERIOR

COLUMN, 1 Page

G-002 – G-003 INDEX OF DRAWINGS,

Pages 2-3 of Drawings Package Section

G-002 – G-003 INDEX OF DRAWINGS, 2

Pages

A-100.1 ARCHITECTURAL SITE PLAN, Page

12 of Drawings Package 2

A-100.1 ARCHITECTURAL SITE PLAN, 1

Page

AE111.1- AE113.1 FLOOR PLAN- LEVEL

1- AREA A/B/C, Pages 15-17 of

Drawings Package 2

AE111.1- AE113.1 FLOOR PLAN- LEVEL 1-

AREA A/B/C, 3 Pages

A-421.1 – A-422.1 VERTICAL

CIRCULATION- STAIR 1 and STAIR 2, Pages 50-51 of Drawings Package 2

A-421.1 – A-422.1 VERTICAL

CIRCULATION- STAIR 1 and STAIR 2, 3

Pages

Page 2c of 2

A-560.1 MICELLANEOUS DETAILS, Page 71 of Drawings Package 2

A-560.1 MICELLANEOUS DETAILS, 1 Page

A-601.1 PARTITION TYPES, Page 76 of

Drawings Package 2

A-601.1 PARTITION TYPES, 1 Page

A-610.1 DOOR & FRAME SCHEDULE, Page

78 of Drawings Package 2

A-610.1 DOOR & FRAME SCHEDULE, 1 Page

A-623.1 EXTERIOR GLAZING AND LOUVER

TYPES, Page 85 of Drawings Package 2

A-623.1 EXTERIOR GLAZING AND LOUVER

TYPES, 1 Page

A-631.1 PRECAST CONCRETE SCHEDULE,

Page 87 of Drawings Package 2

A-631.1 PRECAST CONCRETE SCHEDULE, 1

Page

A-660.1 EXTERIOR FINISH SCHEDULE,

Page 88 of Drawings Package 2

A-660.1 EXTERIOR FINISH SCHEDULE, 1

Page

IN132.1 FINISH AND SINAGE PLAN- LEVEL

3- AREA B, Page 98 of Drawings

Package 2

IN132.1 FINISH AND SINAGE PLAN- LEVEL

3- AREA B, 1 Page

I-402.1 – I-405.1 INTERIOR ELEVATIONS

AND ENLARGED PLANS, Pages 115-118 of

Drawings Package 2

I-402.1 – I-405.1 INTERIOR ELEVATIONS

AND ENLARGED PLANS, 4 Pages

I-511.1 SINAGE DETAILS, Page 130 of

Drawings Package 2

I-511.1 SINAGE DETAILS, 1 Page

I-602.1 ROOM FINISH SCHEDULE, Page

133 of Drawings Package 2

I-602.1 ROOM FINISH SCHEDULE, 1 Page

G-002 – G-003 INDEX OF DRAWINGS,

Pages 2-3 of Drawings Package Section

G-002 – G-003 INDEX OF DRAWINGS, 2

Pages

M-601.1 MECHANICAL SCHEDULES, Page 44 of Drawings Package 3

M-601.1 MECHANICAL SCHEDULES, 1 Page

////////LAST ITEM////////

drawings, charts, or other graphics are submitted, sheets no larger than 11 x 17 inches shall be used. Each 11 x 17 page shall count as one (1) single page toward the page count.

The following volumes of material shall be submitted:

Volume/Title Electronic Copies Page limit

Volume 1: Technical Proposal Factors 1, 2 and 3

One (1) 30*

Volume 2: Price Proposal Technical Proposal Factor 4

One (1) N/A

Volume 3: Price Proposal One (1) N/A

Volume Tab Title Digital Copies

Hard Copy

Maximum Pages

Relative Importance

I A Factor 1: Relevant Contractor Experience

1 0 20 Most Important Factor

I B Factor 2: Management Approach

1 0 10 Less important than Factor 1

I C Factor 3: Past Performance

1 0 N/A Less important than Factor 2

I2 D A Factor 4: Small Business Participation

1 0 N/A Less important than Factor 3

2 3 Factor 5: Cost/Price 1 0 N/A Least important Factor

2 3 A Solicitation, Offer and Award Documents, and Certifications / Representations

1 0 N/A Not Rated

2 3 B Proposal Schedule 1 0 N/A Not Rated

2 3 C Bid Guarantee (Bid Bond)

1 1 N/A Not Rated

W912PP21R0009

Amend 0002

2 3 D Financials and Financial Standing Questionnaire

1 0 N/A Not Rated

2 3 E Small Business Subcontracting Plan

1 0 N/A Acceptable/Unacceptable

2 3 F JV Agreement or Teaming Agreement (if applicable) and/or Corporate, Partnership, Joint Venture Certificate

1 0 N/A Not Rated

* Past Performance Questionnaires, Representations and Certifications, performance recognition documents, Small Business Participation Past Performance, and Small Business Participation Commitment Document are excluded from the page count. Title sheets, indices, a detailed work schedule, and tables of contents are EXCLUDED from the page limitation.

NOTE: Pages that exceed the required page limitations will not be evaluated.

Additional pages over the maximum allowed will be removed or not read and will not be evaluated by the Government.

3. PROPOSAL FILES

a. Format. The submission shall be clearly indexed and logically assembled.

Each volume shall be clearly identified and shall begin at the top of a page. All pages of each volume shall be appropriately numbered and identified by the complete company name, date and Request for Proposal (RFP) number in the header and/or footer. A Table of Contents should be created using the Table of Content feature in MS Word.

MS Word (doc) files shall use the following page setup parameters:

Margins – Top, Bottom, Left, Right – 1” Gutter – 0” From Edge – Header, Footer 0.5” Page Size, Width – 8.5” Page Size, Height – 11”

The following additional restrictions apply:

b. File Packaging. Files shall be in read-only, searchable format, using PDF files. All price breakdown information to aide in the cost/price evaluation shall be submitted in Microsoft Office Excel.

c. Content Requirement. All information shall be confined to the appropriate file. The offeror shall confine submissions to essential matters sufficient to define the proposal in a concise manner to permit a complete and accurate evaluation of each proposal. Proprietary information shall be clearly marked.

W912PP21R0009

(i). Where the word “project” appears, it is understood to mean a project(s), contract(s), task order(s), or any other contract document provided for in the Federal Acquisition Regulation (FAR 2.101). Examples of projects submitted by the Prime Contractor may be projects performed for a State or Federal Government Agency, or for a commercial or private sector customer.

B. FACTORS AND EVALUATION APPROACH

VOLUME I, Tabs A-D C– Technical: Factors 1-3. The volume shall be organized in accordance with the PROPOSAL SUBMISSION REQUIREMENTS and include the following:

Factor 1: Relevant Contractor Experience

The offeror shall submit examples of recent construction projects which best illustrate the experience of the construction contractor on relevant projects of similar scope, type, complexity, and magnitude as defined below. A minimum of three (3) projects but not more than five (5) are to be submitted for the Prime Contractor. Limit the information to Factor 1 to twenty (20) pages or less.

Where the word “recent” appears it is understood to mean construction type project for which construction is at least 70% complete (measured by performance period days) as of the RFP closing date, or a construction type project that has been completed within 7 years of the RFP closing date.

Projects completed more than 7 years before the RFP closing date will not be considered for evaluation purposes.

Where the word “relevant” appears, it is understood to mean that project experience submitted is similar to the context of the solicitation in terms of scope, type, magnitude of effort and complexity as described and required in this RFP. For this RFP, “relevant” projects are defined as projects that are similar in terms of scope and magnitude. Scope: multi story administrative office greater than 50,000 square feet. Magnitude: $25 Million or above. As this is a Best Value trade-off, the more bullets below that are met for each submitted project under this Factor, the higher the possibility of a higher technical rating.

Experience with an Architectural precast and glass curtainwall construction, Secure facility

Experience with Controlled Access Administration Facilities Experience with Secure Area construction to ICD 705 standards

W912PP21R0009

EVALUATION CRITERIA

The Government will evaluate the Offeror’s record of past and current performance to ascertain the probability of successfully performing the required efforts of the contract.

Information provided on the Contract Description Forms provided under Factor 1:

Relevant Contractor Experience will be used to evaluate Past Performance

(1). The Government will focus its inquiries on the record of performance as it relates to all solicitation requirements, including cost, schedule, performance and management of subcontractors and compliance with FAR 52.219-8, Utilization of Small Business Concerns, and FAR 52.219-9, Small Business Subcontracting Plan. A significant achievement, problem, or lack of relevant data in any element of the work can become an important consideration in the evaluation process. Absent any recent past performance history or when the performance record is so sparse that no meaningful confidence assessment rating can be reasonably assigned, the offeror will be assigned a “neutral confidence rating” and its proposal will not be evaluated either favorably or unfavorably on past performance. In making its assessment, the Government may use data provided by the offeror in its proposal and data obtained from other sources, including data in Government files or data obtained through interviews with personnel familiar with the contractor, and any other information relating to their current and past performance under Federal, State or Local government or commercial contracts.

(2). The past performance factor considers each offeror’s demonstrated recent record of performance in supplying products and services that meet the contract requirements.

(i) RECENCY: The first aspect is to evaluate the recency of the offeror’s past performance. Recency is generally expressed as a time period during which past performance references are considered relevant and is critical to establishing the relevancy of past performance information. (Seven (7) years as of the RFP closing date.)

(ii) QUALITY ASSESSMENT: This aspect assesses the overall quality of the offeror’s past performance. Documented results from Past Performance Questionnaires, interviews, CPARS, and other sources form the support and basis for this assessment.

(iii) Performance Confidence Assessment: Utilize the Performance Confidence Assessment (see Table 3 below) to select the most appropriate confidence level for each Offeror. Ensure the rationale for the conclusions reached are included.

W912PP21R0009

VOLUME 2, Tab A- Technical: Factor 4. The volume shall be organized in accordance with the PROPOSAL SUBMISSION REQUIREMENTS and include the following:

Factor 4 – Small Business Participation

All large business offerors shall provide a Small Business Participation Commitment Document (SBPCD) as outlined below along with substantiating commitment and other documentation that demonstrates how the offeror will meet small business performance objectives. This information will be used to evaluate the extent of the offeror’s proposed commitment to use U.S. small businesses in the performance of this contract(s). The SBPCD and other commitment documents may be incorporated into any resulting contract(s) and shall include the following:

1. Small Business Concerns (SBC), as defined in FAR Part 19, that are to be used in the offeror’s proposed approach to satisfying the requirements of this solicitation for the entire performance period, including company name, small business category(ies), description of products or services and NAICS code to be provided by each SBC and the nature of the commitment with the SBC (i.e., letter of commitment, joint ventures, mentor protégé agreements, etc.). Binding commitments shall become enforceable contractual requirements.

2. The offeror’s proposed SBCs (small business subcontractors) quantitative participation in terms of the value of the total acquisition (total contract value = Base + Options). Offeror shall provide detailed explanation/documentation to support quantitative small business participation.

Business Category Dollar Value % of Total Contract Value

Total Proposal Contract Value – Prime Offeror

Total Small Business $ % Small Disadvantaged Business $ % Woman-Owned Small Business $ % HUBZone Small Business $ % Veteran-Owned Small Business $ % Service-Disabled Veteran-Owned Small Business

* All proposed socioeconomic goals shall be substantiated with the Offeror’s supported market research.

3. Past performance information to demonstrate compliance with the requirements of FAR 52.219-8, Utilization of Small Business Concerns. Offeror shall include a statement of its established procedures to ensure timely payments to small business subcontractors. Additionally, offeror shall identify the extent to which small business performance objectives/requirements were met for contracts that required submission of

W912PP21R0009

a Small Business Participation Plan or other small business participation/utilization documentation. Copies of contractual reports may be submitted to validate compliance with requirements of FAR 52.219-8. Explanation of efforts where minimum quantitative requirements and/or goals were not met should be provided. Supporting documentation shall be relevant to the requirements of this solicitation and shall be within the past seven years from RFP closing date. If not required on any recent contracts, the offeror shall state so. Requirements of the SBPCD are enforceable.

4. Past performance information to demonstrate compliance with the requirements of FAR 52.219-9 Small Business Subcontracting Plan (Large Business Only), including extent to which applicable goals and other small business performance objectives/requirements were met for the contracts submitted to demonstrate compliance. Explanation of efforts where goals were not met should be provided.

Supporting documentation shall be relevant to the requirements of this solicitation and shall be within the past seven years from RFP closing.

5. **NOTE**Per 13 C.F.R. § 125.3(g)(3) A small business concern submitting an offer shall receive the maximum score, credit or rating under an evaluation factor described in this section without having to submit any information in connection with this factor.

Factor 4 is less important than Factor 3 and more important than Factor 5.

Factor 4 Evaluation Criteria

All large business offerors will be evaluated on the extent of the offeror’s proposed commitment to use U.S. small businesses in the performance of this acquisition (as small business subcontractors) relative to the objectives and requirements established herein. Binding commitments will become enforceable contractual requirements. The Government will evaluate the following:

1. The extent to which firms as defined in FAR Part 19, are specifically identified in proposals

2. The extent to which offerors demonstrate substantive commitment to small business firms, such as, letters of commitment, Joint Ventures, mentor/protégé agreements, or other demonstrations of commitment

3. Identification of the type and variety of the work small firms are to perform

4. The extent of participation of small business subcontractors in terms of the value of the total acquisition (total contract value)

5. The extent to which the offeror provides detailed explanation/documentation supporting the proposed quantitative participation. All proposed socioeconomic goals shall be substantiated with the offeror’s supported market research. Proposing only the

W912PP21R0009

minimum Department of Defense Office of Small Business Programs statutory goals, without providing substantiated market research, may result in an unacceptable rating.

6. Extent to which the offeror complied with requirements of FAR 52.219-8, Utilization of Small Business Concerns

7. Extent to which the offeror complied with requirements of FAR 52.219-9 Small Business Subcontracting Plan (Large Business Only)

The ratings in the table below will be used to rate non-priced Factor 4.

VOLUME 2 3, Tabs A-F – Cost/Price. The volume shall be organized in accordance with the PROPOSAL SUBMISSION REQUIREMENTS and include the following:

a. Electronic Copy. The Offeror shall provide a completed Proposal Schedule from Section 00 10 00 of the RFP. All price breakdown information to aide in the cost/price evaluation shall be submitted in Microsoft Office Excel.

b. Compliance. Failure to comply with the RFP requirements for Cost information may result in an adverse assessment of an offeror’s proposal and reduce or eliminate its chance of being selected for award. Offerors shall ensure that the information presented in this volume is consistent and correlates with the information contained in the other proposal volumes. Also, the Offeror shall ensure that the information submitted in this volume is consistent with and fully supports the amounts set forth in the SF1442 and continuation sheets.

Rating Description

Acceptable Proposal indicates an adequate approach and understanding of the small business objectives.

Unacceptable Proposal does not meet small business objectives.

W912PP21R0009

(l) List and explain any customer concerns or dissatisfaction. Explain how you responded: ____

(m) Small Business Subcontracting Effort (Complete for Offeror/Prime Contractor only):

Large Business Offerors Only:

What were the various small business percentage goals in the original contract and the actual percentage attained, if applicable (see FAR 52.219-9)?

Goal (%)_ Actual (%) Small Business (SB): _________ _________ 8(a) Small Business: Small Disadvantaged Business (SBD) _________ _________ Woman Owned Small Business (WOSB): _________ _________ Historically Underutilized Business Zone (HUBZone): _________ _________ Veteran Owned Small Business (VOSB): _________ _________ Service Disabled Veteran Owned Small Business (SDVOSB): _________ _________

If goals were not met, explain:____________________________________________________

Large and Small Business Offerors: List types of work subcontracted to small businesses and percentage of contract (see FAR 52.219-8, Utilization of Small Business Concerns):

Type of Work Subcontracted to SB % of Contract

1. ______________________________ ____________

2. ______________________________ ____________

3. ______________________________ ____________

4. ______________________________ ____________

5. ______________________________ ____________

6. ______________________________ ____________

(n) If applicable, provide data on all manufacturing warranty returns. Data shall delineate total number of warranty returns. Data shall delineate total number of warranty returns, number of Could Not Duplicate (CND), number of failures attributable to GFE component Failures, and number and nature of failures attributable to the offeror’s delivered product:________________

(i) Within 1 business day from the date of such identification or notification: The contract number; the order number(s), if applicable; supplier name; brand; model number (Original Equipment Manufacturer (OEM) number, manufacturer part number, or wholesaler number); item description; and any readily available information about mitigation actions undertaken or recommended.

(ii) Within 10 business days of submitting the report pursuant to paragraph (c)(1) of this clause: Any further available information about mitigation actions undertaken or recommended. In addition, the Contractor shall describe the efforts it undertook to prevent use or submission of a covered article, any reasons that led to the use or submission of the covered article, and any additional efforts that will be incorporated to prevent future use or submission of covered articles.

(d) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (d), in all subcontracts, including subcontracts for the acquisition of commercial items.

(End of clause)

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed (NTP), (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 7280 calendar days after NTP . The time stated for completion shall include final cleanup of the premises.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $4,736.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

52.215-13 SUBCONTRACTOR CERTIFIED COST OR PRICING DATA–MODIFICATIONS (DEVIATION

2018-O0015) (JUN 2020)

(a) The requirements of paragraphs (b) and (c) of this clause shall –

(1) Become operative only for any modification of a subcontract that was awarded prior to July 1, 2018, involving a pricing adjustment expected to exceed $750,000, or any modification of a subcontract that awarded on or after July 1, 2018, involving a pricing adjustment expected to exceed $2 million; and

(2) Be limited to such modifications.

(b) Unless an exception under FAR 15.403-1 applies, the Contractor shall require the subcontractor to submit certified cost or pricing data (actually or by specific identification in writing), in accordance with FAR 15.408, Table 15-2 (to include any information reasonably required to explain the subcontractor’s estimating process such as the judgmental factors applied and the mathematical or other methods used in the estimate, including

DTRA ABQ Administrative Office Building Solicitation No. W912PP21R0009 Kirtland AFB, New Mexico RTA Amendment 0002

SECTION 01 35 53.00 10

CONUS SECURITY PROCEDURES FOR SECURE AREAS

PART 1 GENERAL

1.1 SCOPE

This specification covers the security requirements of Secure Areas. The specification covers only Secure Area projects located in the Continental United States (CONUS). The Contractor shall provide special inspections for International Building Code (IBC) items of work.

1.2 RELATED DOCUMENTS

General provisions of the Contract apply to this section.

1.3 DEFINITIONS

1.3.1 Secure Area

Areas involved in the material handling and the construction of the Secure Area. This includes; construction of the Secure Area interior, construction of the Secure Area Boundary walls/floor/ceiling including the exterior to Secure Area side, Secure Area Support Areas, Secure Area construction material secure storage areas, Secure Area Construction material staging area, Secure Area design/construction drawings/documents storage and usage areas. Secure Area shall comply with IC Tech Spec-for ICD/ICS 705, UFC 4-021-02 and UFC 4-010-05 unless noted otherwise.

1.3.2 Secure Area Support Areas

A Secure Area Support Areas are ancillary areas that supports the functionality of the Secure Area. These area may include data closets, data centers, security operations centers, electrical rooms, mechanical rooms, audio- video rooms, network point-of-presence, etc..

1.3.3 Secure Area Boundary

The Secure Area Boundary consists of all six sides of the Secure Area so as to form a six-sided box. The Secure Area Boundary forms the exterior of the three-dimensional Secure Area security barrier. The Secure Area Boundary includes walls, doors, true floors, true ceilings, windows, penetrations, and mitigation devices..

1.3.4 Site Security Manager (SSM)

An SCI-indoctrinated site security manager (SSM) shall be designated by the AO for each new construction or renovation project. The SSM may be a U.S. Government (USG) employee, military member, or contractor, but will not be employed by the construction firm completing the project. The SSM represents the organization constructing or renovating the Secure Area for all security matters to both the construction firm and AO. The SSM is provide by the Government.

SECTION 01 35 53.00 10 Page 1

1.3.5 Accrediting Official (AO)

The AO is the authority that oversees all facets of a Secure Area life cycle; including the accrediting of a Secure Area for usage. The AO is provided by the Government.

PART 2 SECURITY

2.1 SECURITY CLEARANCE REQUIREMENTS OF COMPANIES AND PERSONNEL

2.1.1 CONSTRUCTION OF THE SECURE AREA SECURITY CLEARANCE

Construction of the Secure Area shall be performed by U.S. companies using U.S. citizens. Alternatively, construction of the Secure Area may be performed by U.S. companies using U.S. persons (an individual who has been lawfully admitted for permanent residence as defined in 8 U.S.C.

1101(a)(20) or who is a protected individual as defined by Title 8 U.S.C.

1324b(a)(3)). No foreign nationals are permitted to work on the construction project.

2.1.2 SECURITY CLEARANCE PROCESSES AND PROCEDURES, CONSTRUCTION COMPANIES

After award of the Contract, all Trade Contractor personnel, including personnel of subcontractors and suppliers requiring continuing access to Secure Area, shall furnish information for security clearances and shall comply with the security regulations stated herein, including those requirements of the SSM.

Construction personnel are required to submit the following:

Construction personnel requiring access to Secure Area must sign in daily with their name and company.

Notification: Notify the SSM not less than 5 days prior to start of work within Secure Area. Include the following information in each notification:

1. Companies: Name of each company performing the work.

2. Personnel: Name and information of each individual who is to perform work and trade work performed.

3. Time: Proposed date, time, and duration of the work.

4. Areas: Specific areas of the Secure Areas in which work is to be performed.

The SSM reserves the right to complete processing of the security documentation for personnel assigned to work within Secure Area prior to access to such areas by the personnel.

2.2 OPERATIONAL SECURITY REQUIREMENTS

2.2.1 CONTRACTOR PERSONNEL LISTS

Within 10 calendar days following the award of the Contract, submit a list on Trade Contractor's letterhead stationery of all Trade Contractor personnel, subcontractors and their personnel, and others who will perform work or otherwise require access to Secure Area. Personnel shall be listed in alphabetical order by last name for each company. The list shall

SECTION 01 35 53.00 10 Page 2 include the full name for each individual.

2.2.2 ADDITIONAL PERSONNEL LISTS

Submit names of additional personnel a minimum of 10 calendar days in advance of the date of required access by the personnel.

2.2.3 COMMENCEMENT OF WORK

At the commencement of the Work, the following security procedures shall apply to the Contractor and all subcontractors and suppliers.

2.2.3.1 PHOTOGRAPHY AND VIDEO

Cameras, cell phones, tablet computers, camcorders and other recording devices are not permitted in the Secure Area without written permission from the SSM. Permission to utilize cameras or other recording devices will be granted in writing and will provide additional limitations. Turn over all stored digital images to SSM for review and approval prior to leaving the Secure Area; transmission of digital imagery while in the Secure Area is expressly forbidden.

2.2.3.2 PERSONNEL INSPECTIONS

Personnel may be subject to inspection of their personal effects, tools, containers, clothing, and other equipment and material when entering and leaving the Secure Area Secure Areas. Unscheduled inspections of personnel may be conducted at any time while on site.

The SSM reserves the right to exclude or remove from the site or Secure Area construction area any employee of the Trade Contractor, subcontractor, or design company whom the SSM deems incompetent, careless, insubordinate, or a security risk, or whose continued employment on the work is deemed by the SSM to be contrary to the general security of the Secure Area construction. The SSM further reserves the right to complete processing of the security documentation for personnel assigned to work within, or visiting, restricted access areas prior to access to such areas by the personnel.

2.2.3.3 CONSTRUCTION MATERIAL AND EQUIPMENT

Secure Area materials and equipment will not require segregation from other construction materials, nor separate or unique procurement activities.

2.3 SECURITY SHUTDOWN

The SSM reserves the right to close down the Project site and order Trade Contractor personnel off the premises in the event of security event as determined by the SSM. The Trade Contractor may return to the Project site upon verbal and written approval from the SSM.

2.4 RESTRICTIONS

2.4.1 CONTACT WITH THE PUBLIC RESTRICTIONS

No interviews or other contact with the public shall be conducted within the construction site. Applicants for employment and other persons not entitled to access to the construction site shall be required to contact

SECTION 01 35 53.00 10 Page 3 the Construction Manager, Trade Contractor, or subcontractors at other locations.

2.4.2 PUBLICITY RESTRICTIONS

Trade Contractor, subcontractors, and suppliers performing work and providing material on this project are expressly forbidden to use, or allow to be used, any aspect of this Project for publicity, business development, marketing, or advertising.

PART 3 DOCUMENTS AND DOCUMENTATION

3.1 SAFEGUARDING AND DISSEMINATION OF SECURE AREA AND SECURE AREA RELATED

INFORMATION

Requirements in this article apply to all recipients of Secure Area and Secure Area related information, including offerors, bidders, awardees, contractors, subcontractors, lessors, suppliers, and manufacturers.

3.2 CONTROLLING DOCUMENTS

Secure Area related information (both electronic and non-electronic formats) must be protected, with access strictly controlled and limited to those individuals having a need to know such information. Documents must be stored in a secure manner.

3.3 DISCLOSURE INCIDENTS OF Secure Area RELATED DOCUMENTS

All improper disclosures of Secure Area related documents and information must be immediately reported to the SSM and the Contracting Officer. If the contract provides for progress payments, the Contracting Officer may withhold approval of progress payments until the Trade Contractor provides a corrective action plan explaining how the Trade Contractor will prevent future improper disclosures of Secure Area related documents and information.

PART 4 SITE SECURITY MANAGER (SSM) FUNCTION

The SSM will have complete unrestricted access to the entire work site to ensure proper security procedures are maintained.

4.1 SECURITY AUTHORITY

The SSM is the primary local authority over all Secure Area security operations, enforcements, and mitigations.

4.2 PROJECT SITE INSPECTION

The SSM will tour and inspect project areas on a random basis and monitor construction activities and material handling. The SSM shall have complete and unfettered access to all areas of the project site.

4.3 PROJECT SITE PHOTOGRAPHY AND VIDEO

The SSM will photograph any elements of construction and materials for imagery documentation as deemed necessary. The SSM shall have unrestricted abilities to create photographs. There shall be no consent or permissions required for the SSM to photograph anywhere on the project site.

SECTION 01 35 53.00 10 Page 4

4.4 PROJECT VISITOR AUTHORIZATION

The SSM has control and discretion for authorization of visitor access to the Secure Area. The SSM has the authority to deny access of a visitor to Secure Area. All visitor to Secure Area shall comply with the visitor registration procedures of the SSM. The visitor category includes, but is not limited to; vendors, suppliers, drivers, representatives of a company, design contractor representatives, utility company workers, government employees not access cleared, etc.

PART 5 CONSTRUCTION GUARDS

The SSM will have complete unrestricted access to the entire work site to ensure proper security procedures are maintained. The Construction Guards employed by the SSM, functions as the agents of the SSM. The Construction Guards report directly to the SSM.

5.1 PROJECT SITE INSPECTION

The Construction Guards will tour and inspect project areas on a random basis and monitor construction activities and material handling. The Construction Guards shall have complete and unfettered access to all areas of the project site.

5.2 CONSTRUCTION MONITORING

The Construction Guards will monitor construction, personnel, and materials for adherence to all security requirements and procedures.

5.3 ACCESS CONTROL

The Construction Guards may perform or assist in access control of personnel and vehicles.

-- End of Section --

SECTION 01 35 53.00 10 Page 5

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

Amdt. #0002

SCHEDULE OF SPECIAL INSPECTIONS

Reference UFGS 01 45 35 for all requirements not noted as part of this schedule.

INSPECTION DEFINITIONS:

PERFORM: Perform these tasks for each weld, fastener or bolted connection, and noted verification.

OBSERVE: Observe these items randomly during the course of each work day to insure that applicable requirements are being met. Operations need not be delayed pending these inspections at contractor’s risk.

DOCUMENT: Document, with a report, that the work has been performed in accordance with the contract documents. This is in addition to any other reports required in the Special Inspections guide specification.

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

A. STRUCTURAL - STEEL – WELDING SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

STEEL INSPECTION PRIOR TO WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.4-1

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify that the welding procedures specification (WPS) is available

PERFORM

2. Verify manufacturer certifications for welding consumables are available

PERFORM

3. Verify material identification PERFORM Type and grade.

4. Welder Identification

System PERFORM The fabricator or erector, as applicable, shall maintain a system by which a welder who has welded a joint or member can be identified. Stamps, if used, shall be the low-stress type.

5. Fit-up of groove welds (including joint geometry)

OBSERVE Joint preparation Dimensions (alignment, root opening, root face, bevel) Cleanliness (condition of steel surfaces) Tacking (tack weld quality and location) Backing type and fit (if applicable)

6. Configuration and finish of access holes

OBSERVE

7. Fit-up of fillet welds OBSERVE Dimensions (alignment, gaps at root) Cleanliness (condition of steel surfaces) Tacking (tack weld quality and location)

STEEL INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.4-2

TASK INSPECTION TYPE DESCRIPTION

8. Use of qualified welders PERFORM Welding by welders, welding operators, and tack welders who are qualified in conformance with requirements.

9. Control and handling of welding consumables OBSERVE Packaging

Electrode atmospheric exposure control

10. No welding over cracked tack welds

OBSERVE

11. Environmental conditions OBSERVE Wind speed within limits Precipitation and temperature

12. Welding Procedures Specification followed

OBSERVE Settings on welding equipment Travel speed Selected welding materials Shielding gas type/flow rate Preheat applied Interpass temperature maintained (min./max.)

Proper position (F, V, H, OH) Intermix of filler metals avoided

13. Welding techniques OBSERVE Interpass and final cleaning Each pass within profile limitations Each pass meets quality requirements

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need not be delayed pending these inspections at contractor’s risk.

A. STRUCTURAL - STEEL – WELDING SECTION (CONTINUED)

STEEL INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 2015 1705.2.1, AISC 360-10: Table C-N5.4-3

TASK INSPECTION TYPE 1 DESCRIPTION

14. Welds cleaned OBSERVE

15. Size, length, and location of all welds PERFORM Size, length, and location of all welds conform to the requirements of the detail drawings.

16. Welds meet visual acceptance criteria

PERFORM AND

DOCUMENT

Crack prohibition Weld/base-metal fusion Crater cross section Weld profiles Weld size Undercut Porosity

17. Arc strikes PERFORM

18. k-area PERFORM When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, visually inspect the web k-area for cracks. (AISC 360 – Table N5.4-3)

19. Backing removed, weld tabs removed and finished, and fillet welds added where required

PERFORM

20. Repair activities PERFORM AND

DOCUMENT

21. Document acceptance or rejection of welded joint or member

PERFORM

END SECTION

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

B. STRUCTURAL - STEEL – BOLTING SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

STEEL INSPECTION TASKS PRIOR TO BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.6-1

TASK INSPECTION TYPE 1 DESCRIPTION

1. Manufacture’s certifications available for fastener materials

PERFORM

2. Fasteners marked in accordance with ASTM requirements

OBSERVE

3. Proper fasteners selected for joint detail (grade, type, bolt length if threads are to be excluded from shear plane)

OBSERVE

4. Proper bolting procedure selected for joint detail

OBSERVE

5. Connecting elements, including appropriate faying surface condition and hole preparation, if specified, meet applicable requirements

OBSERVE

6. Proper storage provided for bolts, nuts, washers, and other fastener components

OBSERVE

STEEL INSPECTION TASKS DURING BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.6-2

TASK INSPECTION TYPE 1 DESCRIPTION

7. Fastener assemblies of suitable condition, placed in all holes and washers (if required) are positioned as required

OBSERVE

8. Joint brought to the snug-tight condition prior to pretensioning operation

OBSERVE

9. Fastener component not turned by the wrench prevented from rotating

OBSERVE

10. Bolts are pretensioned in accordance with RCSC Specification, progressing systematically from the most rigid point toward the free edges

OBSERVE

STEEL INSPECTION TASKS AFTER BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.6-3

TASK INSPECTION TYPE 1 DESCRIPTION

11. Document acceptance or rejection of all bolted connections

DOCUMENT

END SECTION

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

C. STRUCTURAL - STEEL - NON DESTRUCTIVE TESTING SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

NONDESTRUCTIVE TESTING OF WELDED JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Section N5.5

TASK INSPECTION TYPE 1 DESCRIPTION

1. Use of qualified nondestructive testing personnel

PERFORM Visual weld inspection and nondestructive testing (NDT) shall be conducted by personnel qualified in accordance with AWS D1.8 clause 7.2

2. CJP groove welds OBSERVE Dye penetrant testing (DT) and ultrasonic testing (UT) shall be performed on 20% of CJP groove welds for materials greater than 5/16” (8mm) thick. Testing rate must be increased to 100% if greater than 5% of welds tested have unacceptable defects.

3. Welded joints subject to fatigue

OBSERVE Dye penetrant testing (DT) and Ultrasonic testing (UT) shall be performed on 100% of welded joints identified on contract drawings as being subject to fatigue.

4. Weld tab removal sites OBSERVE At the end of welds where weld tabs have been removed, magnetic particle testing shall be performed on the same beam-to-column joints receiving UT

END SECTION

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

D. STRUCTURAL - STEEL – AISC 341 REQUIREMENTS (SEISMIC PROVISIONS) SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☐

NONDESTRUCTIVE TESTING OF WELDED JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 341-10: Section J6.2

TASK INSPECTION TYPE 1 DESCRIPTION

5. CJP groove welds OBSERVE Dye penetrant testing (DT) and ultrasonic testing (UT) shall be performed on 100% of CJP groove welds for materials greater than 5/16” thick (8mm).

6. Beam cope and access hole.

OBSERVE At welded splices and connections, thermally cut surfaces of beam copes and access holes shall be tested using magnetic particle testing (MT) or dye penetrant testing (DT), when the flange thickness exceeds 1 1/2 in. for rolled shapes, or when the web thickness exceeds 1 1/2 in. for built-up shapes.

7. K-area NDT (AISC 341)

PERFORM Where welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, the web shall be tested for cracks using magnetic particle testing (MT). The MT inspection area shall include the k-area base metal within 3-inches of the weld. The MT shall be performed no sooner than 48 hours following completion of the welding.

8. Placement of reinforcing or contouring fillet welds

DOCUMENT

END SECTION

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS (UFGS 01 45 35) REVISED FOR IBC 2015 ON 9/30/16

E. STRUCTURAL - STEEL - COMPOSITE CONSTRUCTION 1

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☐

COMPOSITE CONSTRUCTION PRIOR TO PLACING CONCRETE – VERIFY THE FOLLOWING ARE IN COMPLIANCE IBC 1705.2.1, AISC 360-10: Table N6.1, AISC 341-16: Table J9-1

TASK INSPECTION TYPE 2 DESCRIPTION

1. Placement and installation of steel headed stud anchors

PERFORM

2. Material identification of reinforcing steel (Type/Grade)

OBSERVE

3. Determination of carbon equivalent for reinforcing steel other than ASTM A706

OBSERVE

4. Proper reinforcing steel size, spacing, clearances, support, and orientation

OBSERVE

5. Reinforcing steel has been tied and supported as required

OBSERVE

F. STRUCTURAL - STEEL - OTHER INSPECTIONS

OTHER STEEL INSPECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 341-10: Tables J8-1 & J10-1

TASK INSPECTION TYPE 2 DESCRIPTION

1. Anchor rods and other embedments supporting structural steel

PERFORM Verify the diameter, grade, type, and length of the anchor rod or embedded item, and the extent or depth of embedment prior to placement of concrete.

2. Fabricated steel or erected steel frame

OBSERVE Verify compliance with the details shown on the construction documents, such as braces, stiffeners, member locations and proper application of joint details at each connection.

3. Reduced beam sections (RBS) where/if occurs

DOCUMENT Contour and finish Dimensional tolerances

4. Protected zones DOCUMENT No holes or unapproved attachments made by fabricator or erector

5. H-piles where/if occurs DOCUMENT No holes or unapproved attachments made by the responsible contractor

1 See Concrete Construction Section for all concrete related inspection of composite steel construction.

2 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

G. STRUCTURAL - COLD-FORMED METAL DECK - PLACEMENT SECTION

THIS SECTION APPLICABLE IF BOX IS CHECKED: ☒

METAL DECK INSPECTION PRIOR TO DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE SDI QA/QC-2011, Appendix 1, Table 1.1

TASK INSPECTION TYPE 1 DESCRIPTION

1. Verify compliance of materials

(deck and all deck accessories) with construction documents,…