20R00480003_Amendment03.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this solicitation amendment is to:

1) Incorporate a revised Statement of Work (SOW) dated 17 August 2020 including Appendix 8 (Revised_Building 3351 As-Builts).

2) Extend the proposal due date to no later than September 4, 2020 at 1200 (CST).

3) Change the CLIN descriptions.

4) Reopen Projnet for offeror questions until August 26, 2020 at 1600 (CST).

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 20-Aug-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DY20R0048

X 9B. DATED (SEE ITEM 11)

23-Apr-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

20-Aug-2020

CODE

US ARMY ENGINEERING & SUPPORT CENTER

475 QUALITY CIRCLE NW

HUNTSVILLE AL 35806

W912DY 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

x

W912DY20R0048

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required performance has changed from:

The objective for this Statement of Work (SOW) is to provide plant, material, labor and equipment necessary for the disassembly, relocation and reassembly of first and second floor components of the existing mezzanine structure.

Contractor shall relocate the mezzanine from the existing location Johnstown, PA to new location at ECS 99 (Building 3351 Lexington Ave) located at Joint Base McGuire- Dix-Lakehurst (JBMDL), NJ. This effort includes all the necessary required architectural, structural, mechanical, electrical, and telecommunicationscomponents necessary for meeting the mission of the 99th Readiness Division (RD).This is a competitive small business set aside. The Government owns all rights to all data packages, deliverables and submissions.Questions concerning the project shall be submitted in Projnet via Bidder Inquiry: 9TPPZF-2JUPDS.

To:

The objective for this Statement of Work (SOW) is to provide plant, material, labor and equipment necessary for a replacement mezzanine structure. Contractor shall provide a new replacement mezzanine structure at ECS 99(Building 3351 Lexington Ave) located at Joint Base McGuire-Dix-Lakehurst (JBMDL), NJ. This effort includes all the necessary required architectural, structural, mechanical, electrical, and telecommunications components necessary for meeting the mission of the 99th Readiness Division (RD).This is a competitive small business set aside. The Government owns all rights to all data packages, deliverables and submissions.Questions concerning the project shall be submitted in Projnet via Bidder Inquiry: 9TPPZF-2JUPDS..

CLIN 0001

The CLIN description has changed from Design for Relocation of the Mezzanine to Design of New Mezzanine.

The CLIN extended description has changed from:

The contractor shall provide a design/work plan for the relocation of mezzanine from Johnstown, PA to Joint Base McGuire-Dix-Lakehurst, NJ in accordance with this project's SOW dated 10 April 2020.This effort is subject to the Davis Bacon Wage Determination and the most current General Decision thereto. A copy of the determination may be found at the following website: https://beta.sam.gov. The Davis Bacon Act Determination Report Number is

NJ20200027.

Contractor shall provide design for a mezzanine with lower level office space, and open storage above for the warehouse located in Building 3351 at JBMDL. Installation will include required lighting, required hardware, connections to the electrical panel, and applicable HVAC and Communications. SOW dated 17 August 2020.This effort is subject to the Davis Bacon Wage Determination and the most current General Decision thereto. A copy of the determination may be found at the following website: https://beta.sam.gov. The Davis Bacon Act Determination Report Number is NJ20200027.

CLIN 0002

The CLIN description has changed from Demolition, Transport and Construction to Construction of New Mezzanine.

The CLIN extended description has changed from:

The contractor shall provide demolition, transport, and construction for the relocation of mezzanine from Johnstown, PA to Joint Base McGuire-Dix-Lakehurst, NJ in accordance with this project's SOW dated 10 April 2020. This effort is subject to the Davis Bacon Wage Determination and the most current General Decision thereto. A copy of the determination may be found at the following website: https://beta.sam.gov. The Davis Bacon Act Determination Report Number is PA20200080 and applies to the demolition efforts. The Davis Bacon Act Determination Report Number is NJ20200027 and applies to the transport and construction efforts.

Contractor shall provide construction for a mezzanine with lower level office space, and open storage above for the warehouse located in Building 3351 at JBMDL. Installation will include required lighting, required hardware, connections to the electrical panel, and applicable HVAC and Communications.in accordance with this project's SOW dated 17 August 2020. This effort is subject to the Davis Bacon Wage Determination and the most current General Decision thereto. A copy of the determination may be found at the following website: https://beta.sam.gov.

The Davis Bacon Act Determination Report Number is PA20200080 and applies to the demolition efforts. The Davis Bacon Act Determination Report Number is NJ20200027 and applies to the transport and construction efforts.

SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS

The following have been modified:

INSTRUCTIONS TO OFFERORS

INSTRUCTIONS TO OFFERORS

INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFEROR

1.0 GENERAL INFORMATION

1.1. GENERAL DESCRIPTION OF WORK

1.2. GOVERNMENT SECURITY REQUIREMENTS

1.3. COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS

1.4. OFFEROR’S QUESTIONS AND COMMENTS

1.5. SMALL BUSINESS SIZE STANDARD/NAICS CODE

1.6. PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

1.7. ACCURACY IN PROPOSALS

1.8. PROPOSAL SUBMITTALS

1.9 PRICING

1.10 KEY CONTRACTOR PERSONNEL

1.11 EVALUATION CRITERIA

*PLEASE READ THIS SOLICITATION IN ITS ENTIRETY*

1.0 GENERAL INFORMATION

Your proposal should be submitted by e-mail to the Contract Specialist and Contracting Officer, listed in Section 1.8 of these instructions to offerors and will include technical and price in separate files not exceeding 15 pages for the technical portion, and no page limit for price, at any font size greater than or equal to 10 Pitch. The proposal shall remain valid for 60 calendar days. The following should be submitted as part of your complete proposal package:

1. Technical Proposal

2. Price Proposal

3. SF1442 with completed representations and certifications

Please identify the primary and alternate points of contact (POCs) for this effort. Information should include the POC name, office telephone numbers, mobile telephone numbers, and e-mail address. Your proposal must be signed.

Bid, Performance, and Payment Bonds are required. Offerors shall email their Bid Bonds to Maureen Murdock at maureen.b.murdock@usace.army.mil and Kavi Spence at kavi.spence@usace.army.mil

1.1 GENERAL DESCRIPTION OF WORK

The objective for this Statement of Work (SOW) is to provide plant, material, labor and equipment necessary for a replacement mezzanine structure. Contractor shall provide a new replacement mezzanine structure at ECS 99 (Building 3351 Lexington Ave) located at Joint Base McGuire-Dix-Lakehurst (JBMDL), NJ. This effort includes all the necessary required architectural, structural, mechanical, electrical, and telecommunications components necessary for meeting the mission of the 99th Readiness Division (RD).

1.2 GOVERNMENT SECURITY REQUIREMENTS

RESERVED

1.3 COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS

Copies of the solicitation and amendments are available by EMAIL ONLY.

It shall be the contractor’s responsibility to confirm the latest amendment with the contract specialist. The offeror shall submit in the proposal all requested information specified in this solicitation.

1.4 OFFEROR’S QUESTIONS AND COMMENTS

All questions and/or comments related to the Statement of Work should be posted in ProjNet (https://www.projnet.org/projnet/binKornHome/index.cfm) under the following Bidder Key: 9TPPZF- 2JUPDS no later than August 26, 2020. All other correspondence related to this RFP can be submitted via email to the Contracting Officer, Kavi Spence at email: Kavi.Spence@usace.army.mil, Contract Specialist, Maureen Murdock at email: maureen.b.murdock@usace.army.mil and FRR-Proposals-Correspondence@usace.army.mil

1.5 SMALL BUSINESS SIZE STANDARD/NAICS CODE

The small business NAICS Code/size standard for this requirement is: 236220/$36.5M.

1.6 PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

This Request for Proposal (RFP) does not commit the Government to pay, as a direct charge, any costs incurred in the preparation and submission of a proposal.

1.7 ACCURACY IN PROPOSALS

Proposals must set forth full, accurate, and complete information as required by this RFP, (including attachments).

The penalty for making false statements is prescribed in 18 U.S.C. 1001.

The Government’s disclosure of magnitude for this requirement in accordance with FAR 36.204 is between $100,000 and $250,000.

1.8 PROPOSAL SUBMITTALS

1.) Offeror shall submit the following information in electronic (.pdf) format. Proposal will be received NLT 12:00 PM CST on September 4, 2020 (or sooner) via e-mail to the Contracting Officer, Kavi Spence at email: Kavi.Spence@usace.army.mil, Contract Specialist, Maureen Murdock at email:

maureen.b.murdock@usace.army.mil and FRR-Proposals-Correspondence@usace.army.mil

2.) Proposal Cover Sheet with Point of Contact Information Listed

3.) Signed SF 1442 & Completed CLIN Bid Schedule (Your detailed price proposal shall be prepared such that the price for each major work task can be readily identified and shall be broken down to show direct labor, overhead, profit, other direct costs, and State tax)

4.) Also See Key Personnel Requirements

1.9 PRICING

The offeror shall provide a Firm Fixed Price (FFP) proposal for the basic design and construction services identified in the SOW. The FFP shall be rounded to establish an even whole dollar monthly price as applicable.

Price Proposal for Work: Price proposal shall include a detailed breakdown of general conditions, subcontractor breakdowns, all markups and bond to aid in Government analysis of the Contractor proposal.

1.10 KEY CONTRACTOR PERSONNEL

Proposals shall clearly identify all key personnel that will be utilized on this contract, as well as, provide resumes for each of the key personnel identified. Key personnel are individuals who contribute to the design development and/or construction execution in a substantive, measurable way. These individuals shall have professional degrees, industry certifications or professional licenses, in a field that is similar and relative to the scope of work for this project.

Project Manager The Project Manager will be the responsible party for the overall performance of this contract. He or she will report to the Program Manager or another corporate officer of the contractor. The Project Manager shall have a minimum of five (5) years oexperience in construction management of construction projects similar to those facilities specified herein. The Project Manager shall also have a good knowledge of the applicable construction codes and criteria. The Project Manager shall be able to perform the technical aspects of work and convey information clearly in written form and orally in English. The Project Manager shall be approved by the Government and any change in personnel shall also be approved by the Government.

Quality Control (QC) Manager The QC Manager must be either a graduate engineer or a graduate of construction management with a minimum of 5 years of construction experience. The QC Manager is responsible for overall management of QC and must have the authority to act in all QC matters for the Contractor. This QC Manager must be employed by the Prime Contractor.

The contractor must identify in the QC Plan an alternate to serve in the event of the QC Manager's absence. The QC Manager shall report to an officer of the company, not to the Project Manager. The QC Manager shall be approved by the Government and any change in personnel shall also be approved by the Government.

Safety Manager The Safety Manger shall have a minimum of 5 years safety experience with construction related projects. The safety manager will maintain overall responsibility for the safety of this task order. The Safety Manger is not required to be on site at all times work is being performed, but is responsible for the safety of all sites at all times. The Safety Manager is responsible for designating the Site Safety Health Officer SSHO. It is the responsibility of the Safety Manager to determine if the SSHO is competent and qualified, per OSHA regulations, in the area of work to be performed. The Safety Manager is responsible for maintaining a list of approved SSHOs as well as the corresponding competencies and qualifications of each SSHO on file and may be requested at any time by the Government. The Safety Manager shall report to an officer of the company, not to the Program Manager. The Safety Manager shall be approved by the Government and any change in personnel shall also be approved by the Government.

The QC Manager/Safety Manager It is acceptable for the QC Manager and the Safety Manager to be the same person so long as the contractor can adequately meet the requirements of the contract.

Site Supervisor The contractor must designate a site supervisor who will have a physical presence at the site during work. The site supervisor will be responsible for all construction related activities at the site. The site supervisor shall have a minimum of five (5) years’ experience in construction relevant to the PWS. Three (3) years of experience must be supervisory experience. The QC Manager shall maintain a list of approved Site Supervisors which may be requested at any time by the Government.

1.11 EVALUATION CRITERIA

REFER TO ATTACHMENT 1 – PROPOSAL EVALUATION FACTORS & RATINGS

Market Price: The Government will only award the required contract if a fair and reasonable price can be obtained. The Government may conduct negotiations to determine a fair and reasonable price while taking into consideration other non-price factors which are of more importance than price. It is the Government’s intent to award without discussions; however discussions may be conducted if deemed necessary by the Contracting Officer to reduce the risk to the Government and obtain the best value.

Basis for Award: This procurement is being conducted pursuant to FAR Part 19.502-2 “Total small business set-aside.” The Government, in accordance with FAR 52.215-1 and FAR 52.215-1 Alternate, intends to evaluate proposals and award a contract with or without conducting discussions with offerors whose proposals have been determined to be within the competitive range. If the Contracting Officer determines that the number of proposals that would otherwise be in the competitive range exceeds the number at which an efficient competition can be conducted, the Contracting Officer may limit the number of proposals in the competitive range to the greatest number that will permit an efficient competition among the most highly rated proposals. The Government reserves the right to make an award based upon initial proposal submission without seeking clarification/discussion, so the offeror shall submit the best terms in the initial proposal. The Government also reserves the right to enter into clarification/discussion, if needed, and request revised proposals as needed. It’s the Government’s intent for the Contracting Officer to award a Firm-Fixed Price contract under this solicitation; however, the Government also reserves the right to make no award.

(End of Summary of Changes)

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US ARMY ENGINEERING AND SUPPORT CENTER, HUNTSVILLE

FACILITIES REPAIR & RENEWAL PROGRAM

CONTRACT NO. W912DY-20-D-####

Relocate Mezzanine from the existing location Johnstown, PA to Provide Mezzanine at ECS 99 (Building 3351 Lexington Ave)

Joint Base McGuire-Dix-Lakehurst (JBMDL), NJ

REV 00b_20 May 2020 REV 00c_17 August 2020

STATEMENT OF WORK

TABLE OF CONTENTS

1.0. General

1.1. Scope of Work

1.2. Procedure for Award

1.3. Notice to Proceed (NTP).

1.4. Duration of Project.

1.5. Demolition Considerations and Requirements.

1.6. Environmental Considerations and Mitigation Requirements.

1.7. Site Assessment/Verification.

1.8. Applicable Criteria.

1.9. Specifications

2.0. Description

2.1. Project Description

2.2. Overall Design and Renovation and Repair Activities.

2.3. Work Plan Package

2.4. Demolition

3.0. General Conditions

3.1. Existing Conditions

3.2. Site Rules and Responsibilities

4.0. Work to be Performed

4.1. Scope Requirements By Discipline

4.2. Site Assessment Report

4.3. Deliverables

4.4. Level of Effort.

4.5. Period of Performance.

4.6. Contract Contents.

4.7. Request for Equitable Adjustment (REA)

4.8. Invoicing and Payment.

4.9. Additional Requirements

4.10. Site Specific Requirements.

5.0. Antiterrorism/Operational Security (AT/OPSEC)

5.1. AT Level I Training

5.2. Access and General Protection/Security Policy and Procedures

5.3. iWatch and/or Corps iWatch Training

5.4. Pre-Screen Candidates using E-Verify Program

5.5. DoD Minimum Antiterrorism Standards for Buildings

6.0. Additional Information

6.1. ProjNet

6.2. Bidder Inquiry

7.0. Points of Contact (POCs)

8.0. Addendums, Modifications, etc.

9.0. Exhibit / Appendices

Exhibit A - Price Proposal Format Appendix 1 – Milestone Schedule Appendix 2 – Table of Deliverables Appendix 3 – Example Submittal Register Appendix 4 – Life, Safety and Health Requirements Appendix 5 – Contractor Quality Control Requirements Appendix 6_ As-Built Drawings Appendix 7_ Photos _Mezzanine Appendix 8_Revised As-Builts of Building 3351, JBMDL

STATEMENT OF WORK

US ARMY ENGINEERING AND SUPPORT CENTER, HUNTSVILLE

FACILITIES REPAIR & RENEWAL PROGRAM

CONTRACT NO. W912DY-20-D-####

Relocate Mezzanine from the existing location Johnstown, PA to

Provide Replacement Mezzanine at ECS 99 (Building 3351 Lexington Ave) Joint Base McGuire-Dix-Lakehurst (JBMDL), NJ

REV 00b_20 May 2020

REV 00c_17 August 2020

Rev 00c: Relocation requirement removed; provide replacement mezzanine at Building 3351 Rev 00b: Revised Appendix 8 included Rev 00a: SOW updated to include Building 3351 As-built drawings.

1.0. GENERAL

1.1. Scope of Work. The objective for this Statement of Work (SOW) is to provide plant, material, labor and equipment necessary for disassembly, relocation and reassembly of first and second floor components of the existing a replacement mezzanine structure. Contractor shall relocate the mezzanine from the existing location Johnstown, PA to new location provide a new replacement mezzanine structure at ECS 99 (Building 3351 Lexington Ave) located at Joint Base McGuire-Dix-Lakehurst (JBMDL), NJ. This effort includes all the necessary required architectural, structural, mechanical, electrical, and telecommunications components necessary for meeting the mission of the 99th Readiness Division (RD). The mezzanine has approximately 1,257.75 of open sf on the first level and has approx. 429 sf of enclosed space on the second level; the Second level includes office and supply/storage area. The mezzanine will be reconfigured with the 1257.75 open sf on the second level, and the 429 sf of enclosed space (including the office and supply/storage area) shall be on the first level. An initial site visit for this effort is encouraged and recommended. For initial bid ability purposes the Contractor shall assume the existing structural framework and stairs for the existing mezzanine are of good condition and reusable at the new location. As part of the base contract the Contractor shall perform an Assessment of the existing mezzanine. The assessment shall be documented in the site assessment report and submitted for government review. The contracting officer shall be immediately notified of any proceeding deficiencies in the structural framework or components associated with the relocation of the mezzanine discovered after time of award. At the government discretion items requiring replacement shall be addressed in a future modification to the contract.

1.2. Procedure for Award. The award for services under this SOW will be limited to the priced services identified in the Contract Line Item Numbers (CLINs) in this project and its modifications. In the event of a conflict between this paragraph and any other term or provision in this SOW, this paragraph 1.2 will prevail.

1.3. Notice to Proceed (NTP). Reference is made to Appendix 1, “Milestone Schedule” of this SOW. Per acceptance and approval of the bonds and insurance, an NTP will be issued. This NTP will be for the entire project; however, construction activities may not start until all comments from previous submissions have been resolved and the Issue for Construction submission has been accepted by the Government.

1.4. Duration of Project. It is estimated that accomplishing the stated task(s) shall take approximately 180 calendar days from the date of NTP. Upon award of Bid Options, the POP may be adjusted for performance of Options.

1.5. Demolition Considerations and Requirements. The Contractor shall survey the site to determine the extent of the work while taking the necessary precautions to avoid damage to existing items to remain in place, to be reused or to remain the property of the Government. Any damaged items resulting from the performance of work shall be repaired or replaced as approved by the Contracting Officer.

a. Patching. Where removals leave damaged surfaces exposed in the finished work, patch and repair these damaged surfaces to match adjacent finished surfaces. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish.

b. Unforeseen Hazard. Notify the Contracting Officer of any unforeseen hazard or condition which becomes evident during work.

1.6. Environmental Considerations and Mitigation Requirements. Not Applicable.

1.7. Site Assessment/Verification. All quantities, locations, measurements, and installation types (collectively, conditions) provided by the government shall be considered estimations and prototypical.

1.8. Applicable Criteria. Applicable standards and criteria references are listed within this SOW. Criteria shall be taken from the most current references as of the date of award. Referenced codes and standards are minimum acceptable criteria. Administrative, contractual, and procedural features of the contract shall be as stated in Division 01 Specifications unless otherwise stated in the scope of work of this task order.

1.9. Specifications. Produce detailed specifications utilizing the guide specifications. Detailed specifications shall be submitted as part of the design submission requirements described in the Division 01 Specifications included as part of this project.

1.10. Cost Proposal_ Cost Narrative is required. In effort to allow the government the opportunity to fully to evaluate and validate contractor pricing and desired intent of the cost proposal; the Contractor shall provide a written narrative to support the cost data in the contractors cost proposal. Detailed breakout for all pricing in proposal is required; lump sum pricing is unacceptable. Pricing shall include and explain the price proposal assumptions and methodologies. Cost proposal shall clearly identify and state any assumptions made in the proposal price.

2.0. DESCRIPTION

2.1. Project Description. The intent of this project is to provide plant, material, labor and equipment necessary for disassembly, relocation and reassembly of first and second floor components of the existing a replacement mezzanine structure. Contractor shall relocate the mezzanine from the existing location Johnstown, PA to new location provide a new replacement mezzanine structure at ECS 99 (Building 3351 Lexington Ave) located at Joint Base McGuire-Dix-Lakehurst (JBMDL), NJ. This effort includes all the necessary required architectural, structural, mechanical, electrical, and telecommunications components necessary for meeting the mission of the 99th RD. The mezzanine has approximately 1,257.75 of open sf on the first level and has approx. 429 sf of enclosed space on the second level; the Second level includes office and supply/storage area. Contractor shall provide removal and transport of all existing items to new site location. The mezzanine will be reconfigured with the 1257.75 open sf on the second level, and the 429 sf of enclosed space (including the office and supply/storage area) shall be on the first level.

Base Bid. Contractor Base Bid Proposal shall provide price quote(s) in accordance with CLINs and include breakdown for all elements. This effort requires Assessment Report and Final Work Plan.

CLIN 0001_Base Bid Item 1 Design for Relocation of the Replacement Mezzanine (includes all of the associated efforts identified in Task 1).

CLIN 0002_Base Bid Item 2 Demolition, Transport and Construction for Relocation of the

Replacement Mezzanine (includes all the associated efforts identified in Task 1).

TASK SPECIFIC REQUIREMENTS.

Relocation of the Provide Replacement Mezzanine

Task 1. Provide Replacement Mezzanine. Contractor shall provide a mezzanine with lower level office space, and open storage above for the warehouse located in Building 3351 at JBMDL. Installation will include required lighting, required hardware, connections to the electrical panel, and applicable HVAC and Communications.

Task 1. Dismantle Mezzanine. Contractor shall dismantle mezzanine with existing office configuration, provide dumpster to remove debris or other materials, disconnect electric circuits, provide forklift and equipment necessary to perform this task. The Contractor shall deliver equipment and install mezzanine to include offices at ECS 99. Delivery will include packing, staging, loading, offloading and transportation of materials to destination.

Task 2. Assemble Mezzanine. Contractor shall assemble mezzanine with existing configuration to include offices and furniture. Installation will include new lighting, required hardware, connections to the electrical panel and installation of the HVAC and Communications system.

2.2. Overall Design and Renovation and Repair Activities. The Contractor shall prepare the work plan and design for this project using the guidance and the requirements contained in the various appendices to this SOW. The various referenced requirements (UFCs, UFGS, etc.) and all applicable codes and standards including historical and preservation compliance.

The Contractor’s efforts shall comply with the specifications and requirements contained herein this SOW in accordance with Division 01 Specifications. Additional project requirements are detailed in Section 4.0, “Work to be Performed”. The project requirements and technical criteria cited within this SOW establishes minimum standards for construction quality.

Start of Construction. It is anticipated that the start of construction will follow comment resolution on the Final Design Review. Preconstruction Activities (preconstruction meeting, preconstruction submittal approval, mobilization, etc.) will be in progress concurrently with the finalization of the Designs.

Although a Notice to Proceed will be issued for the entire effort, Renovation/Repair Action shall start upon comment resolution of the Final Work Plan/Design Package (WP/D).

Government Acceptance of the WP/D will be designated by the USACE approving authority assigning a Submittal Action Code of “R” (design submittal is acceptable for release for construction) on the ENG FORM 4025-R in RMS.

2.3. Final Work Plan Package. The Final Work Plan Package shall be appropriate for the complexity of the work involved in this project. The Final Work Plan Package shall be the “Issued for Construction” version.

The various Work Plan packages are identified in the Milestone Schedule and defined in the Division 01 Specifications.

As Built are Required. As desired method for fast tracking the project _DRAFT Final and Final-Final As-Built are requested. Contractually the Contractor shall be responsible for the incorporation of government comments and necessary revisions to As-Built Drawings relative to Government comments.

2.4. Demolition. The Contractor shall include any and all necessary demolition work necessary to successfully perform the renovation and repair and any construction work necessary to fully implement the Final IFC Work Plan/Design.

3.0. GENERAL CONDITIONS

3.1 Existing Conditions. It is the Contractor’s responsibility to verify all existing conditions prior to any design or construction activities commencing.

3.2 Site Rules and Responsibilities.

a. Government Holidays and Working Hours. Reference Division 01 Specification for a list of Government holidays. The standard normal working hours are between the hours of 0730 and 1600 (7:30 AM – 4:00 PM), Monday through Friday (unless otherwise specified), excluding legal holidays.

NO EXCEPTIONS, any work on military training/drill weekends or federal holidays must have prior written coordination and approval between the Contractor, Project POC (Primary or Alternate), and the Facility Manager.

b. General Installation Information. The Contractor shall coordinate all proposed construction/repair activities with the Site Point of Contact (POC) prior to beginning construction/repair activities to minimize interruption to normal operations.

c. Coordination. The Contractor shall, at a minimum, keep the Contracting Officer’s Representative

(COR) and/or Site Point of Contact (POC) apprised of the work and coordinate as necessary to avoid and/or lessen any impacts to the tenant(s). Further details will be provided prior to work commencing during the Kick-Off Meeting.

4.0. WORK TO BE PERFORMED.

4.1. Scope Requirements By Discipline.

4.1.1 – STRUCTURAL.

4.1.1.1 General Requirements. Conduct a structural condition assessment of the existing mezzanine structure prior to disassembly and moving the structure to the new location. Use ASCE 11-99

GUIDELINE FOR STRUCTURAL CONDITION ASSESSMENT OF EXISTING BUILDINGS

for the structural condition assessment. Also, conduct a structural assessment of the mezzanine to confirm that it has the capacity to resist the loads at the new location. Identify deficient structural components that need to be repaired or replaced. Conduct the repair or replacement of identified deficient structural components. Evaluate the concrete floor slab at the new location to determine if it has the capacity to resist the loads from the relocated mezzanine. Retrofit or repair the concrete floor slab at the new location as needed prior to installing the mezzanine. Design and provide the anchorage of the relocated mezzanine to the existing floor slab at the new location. New or retrofitted structural components and connections shall be in accordance with the requirements in UFC 1-200-01 D O D B u i l d i n g C o d e and UFC 3-301-01 STRUCTURAL ENGINEERING, current at the time of contract award.

4.1.1.2 Design Requirements

Structural design, evaluation, and retrofit shall be in accordance with the requirements in UFC 1-200-01 and UFC 3-301-01.

4.1.1.3 Design Standards and Codes.

As indicated above.

4.1.2 – ARCHITECTURAL.

4.1.2.1 General Requirements.

The scope of this project is to provide all the material, labor and equipment necessary for the replacement mezzanine for disassembly of the pre-engineered mezzanine structure located in Johnstown, PA, shipped and reassembled in a new location at ECS 99 (Building 3351 Lexington Ave) located in JBMDL, NJ.

4.1.2.2 Design Requirements

The architectural design requirements and assumptions are as follows:

Demolition o Selectively remove all architectural components of the Mezzanine to include removable walls, ceilings, windows, doors/hardware, cabinetry, stairs and miscellaneous architectural items.

o Remove all columns and related bolts.

o The contractor shall determine how much of the mezzanine to disassemble and this will be determined by the size of the widest roll-up door opening.

o The configuration of the mezzanine at the new location in NJ will be the reverse configuration of the existing location in PA.

o The contractor has the option of disassembling the structure in large components that can legally carried on the highway.

o All sounding finishes and surfaces shall be patched and repaired to match and blend into adjacent finishes and surfaces.

New Work o Reassemble Provide all architectural components of the Mezzanine to include removable walls, ceilings, windows, doors/hardware, cabinetry, stairs and miscellaneous architectural items.

o Installation will include new lighting and required hardware o Provide connections to the electrical panel and installation of the provide HVAC and

Communications system as required.

4.1.2.3 Design Standards and Codes.

The performance criteria includes, but is not limited to, the following:

o Architectural Barriers Act (ABA) Standards o National Fire Codes, published by the National Fire Protection Association (NFPA) o Unified Facilities Guide Specifications (UFGS), Applicable Sections o Army Regulation 380-5 o American National Standards Institute (ANSI), applicable standards o Builders Hardware Manufacturers Association, applicable standard o American Society for Testing and Materials (ASTM), applicable documents o UFC 1-200-01 DOD Building Code o UFC 1-200-02 High Performance and Sustainable Building Requirements o UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard o UFC 3-101-01 Architecture o UFC 3-120-01 Design: Sign Standards o UFC 3-120-10 Interior Design o UFC 3-190-06 Protective Coatings and Paints

4.1.3 – MECHANICAL.

4.1.3.1 General Requirements. All new HVAC systems shall be designed and installed in accordance with latest version of UFC 3-410-01, UFC 1-200-02 and local codes as applicable. The Mechanical Designer of Record (DOR) shall coordinate with the building users to determine and verify locations requiring mechanical work to be performed. Stored materials and equipment shall be protected at all times against weather damage.

4.1.3.2 Design Requirements. All HVAC equipment capacities, ductwork, piping sizes, and outside air requirements shall be determined by calculations in accordance with UFC 3-410-01, 2013 requirements and guidance. Mechanical Designer of Record (DOR) shall coordinate with the building users to determine internal heat loads that must be cooled and to determine the number of people expected to occupy any space that requires cooling. Designer shall coordinate with Electrical DOR to determine heat load of lighting types. Outside Air (OA) quantities shall be calculated as required to ventilate each space in accordance with ASHRAE 62.1.

Verify available existing capacity of utilities at the site before selecting mechanical system(s) that uses those utilities (ex. Availability of natural gas, electricity, municipal domestic water).

Contractor to coordinate with facility user point of contact (POC) to account for heat generating equipment within each space such as: televisions, computers, printers, the heat load from any data racks, security racks, etc.

Contractor to coordinate with facility user POC for proper routing of condensate drain piping to termination point.

Controls: For new equipment installed; test, program, install, and provide mechanical equipment with controls in accordance to manufacturer requirements.

HVAC Equipment Testing: Contractor to provide all necessary provision for required testing and programming of installed new HVAC equipment to manufacturer standards. Contractor to submit testing plan and post testing report.

Seismic: Any new mechanical components shall meet the seismic requirements for non-structural components in UFC 3-310-04. Refer to the Structural chapter of this SOW for seismic information.

4.1.3.3 Design Standards and Codes.

As indicated above.

4.1.4 – ELECTRICAL.

4.1.4.1 General Requirements: Provide design and construction in support of the replacement mezzanine relocation as described in paragraph 2.1. Provide connections and modifications to the existing electrical distribution system at building 3351 as necessary to support the mezzanine.

relocation.

4.1.4.1.1 The exact voltage, size, and configuration shall be based on detailed calculations as performed by the Contractor based on IEEE Standard 241-1990 Recommended Practice for Electric Power Systems in Commercial Buildings (IEEE Gray Book). Any unused wiring will be removed, not abandoned in place. Labeling of new panelboards, circuits, and associated electrical equipment is required. The electrical system shall consist of insulated copper conductors in conduit.

4.1.4.1.2 Provide and install all new electrical equipment including but not limited to panelboards, transformers, lighting fixtures, disconnect switches, receptacles, conduit, and wire as required.

Panelboards and circuits shall be suited to a wide range of utilization patterns. No panelboard shall be used as a feed thru panel. Only bolt-on type circuit breakers are acceptable for use in power distribution panelboards. New panelboards shall provide at least 20% spare capacity.

Panelboards and load centers shall have 200% rated neutral busses. Use only copper busses for panelboards. No dual section panels are allowed, IAW UFC 5-520-01 3-2.5.1.

4.1.4.1.3 Conductors for interior use shall be type THHN/THWN, 600 volts, copper, #12 AWG minimum. Insulated ground conductors shall be provided for each circuit. Aluminum conductors are not permitted. Conductors defined as #10 and smaller shall be solid. Conductors defined as #8 and larger shall be stranded. All 120 volt circuits serving convenience outlets and electronic equipment shall be provided with a dedicated neutral for each circuit. Shared neutrals shall not be approved. MI or NM cables are not permitted. Pressure type connectors (push in type connectors) shall not be used. MC cables shall not be used for home runs.

4.1.4.2 Design Requirements

4.1.4.2.1 Lighting: All interior lighting shall be designed in accordance with IESNA illumination standards and UFC 3-530-01. Lighting shall be served at 120 or 277 volts, single phase. Interior lighting shall utilize state of the art fixtures with energy efficient lamps and ballasts. Fixtures with LED lamps shall be utilized where practical. Fixtures shall be either recessed or pendant mounted type as required to coordinate with the ceiling height and ceiling type to be provided in the space.

Exit lights and emergency egress fixtures shall be provided with integral battery packs (90 minutes minimum) to provide power to the fixtures in the event that normal power to the building is lost or interrupted.

4.1.4.2.2 Power Receptacles: 20 amp, duplex receptacles shall be installed in each room in accordance with UFC 3-520-01 and UFGS 26 20 00. All locations shall be coordinated with the Government.

4.1.4.2.3 Grounding: Install all grounds for service entrances, lightning protection, fire alarm system, computers, and equipment, etc. IAW NFPA 70, NFPA 780, and UFC 3-580-01. Separate equipment grounding conductors shall be provided for lighting circuits, receptacles, appliance branch circuits, motor circuits, and feeders. A ground bus shall be provided in each Electrical Room, Mechanical Room, and Telecommunications Room. All grounding electrode systems shall have a maximum resistance to ground of 25 ohms and shall be interconnected at a single point. The Contractor shall conduct measurements in a number of areas to determine the location, number, and length of ground rods to provide the required ground resistance. The Contractor shall clearly define areas that could create corrosion problems and necessitate the need for cathodic protection, due to installation of the grounding system. When demolition affects an existing ground, Contractor shall be responsible for correcting the non-compliant grounding.

4.1.4.2.4 Electrical System Analysis and Documentation: Provide all electrical analyses on all affected panelboards and circuits IAW UFC 3-501-01 Section 3-2. Determine if the building electrical service is sufficient to support the associated new work.

4.1.4.2.5 Single Line Diagram and Schedules: Provide an electrical one-line diagram, panelboard, and conductor schedules for all affected panelboards, including emergency power.

Panel schedules must be verified by on-site visit.

4.1.4.2.6 The Contractor shall provide any and all necessary electrical demolition work necessary to successfully perform the renovation and relocation, and any electrical construction work necessary to fully implement the Final IFC Work Plan/Design.

4.1.4.2.7 The Contractor shall provide electrical conduit and wire to support proposed renovation area systems including mechanical system and telecommunications system, along with associated controls as required.

4.1.4.3 Design Standards and Codes

The electrical system shall be designed and installed in compliance with the rules and regulations of the following listed criteria.

o NFPA 101: Life Safety Code o Unified Facilities Criteria (UFC) – 1-200-01 General Building Requirements o Unified Facilities Criteria (UFC) – 1-300-09N Design Procedures o Unified Facilities Criteria (UFC) – 3-501-01 Electrical Engineering o Unified Facilities Criteria (UFC) – 3-520-01 Interior Electrical Systems o Unified Facilities Criteria (UFC) – 3-530-01 Interior and Exterior Lighting Systems and

Controls o NFPA 70 National Electrical Code (NEC) Handbook o NFPA 70E…