W912QR-31740666_CF-0002.pdf

REPLY T O

ATTENTION OF

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE, KENTUCKY 40201-0059

Contracting Division 15 September 2023

A&H Ambica JV, LLC Butt Construction Company, Inc.

Howard W. Pence, Inc.

KUNJ Construction Corp.

SES Construction and Fuel Services, LLC

FUTRON, INC

HDD JV

Dear MATOC Contractors:

Reference is made to solicitation W912QR-31740666 for the Renovation Bldg. 3071 Child Development Center located at Fort Campbell, Kentucky.

• See the attached Summary of Changes for Amendment 0002.

The proposal due date is extended to .4:00 PM ET on 22 September 2023. Submit your proposal by email to Jacob S. Pridemore at jacob.s.pridemore@usace.army.mil. Proposals not received by the stated date/time will not be considered. Please acknowledge receipt of this RFP amendment by signing below in the space provided and returning to Jacob S. Pridemore via email.

If you have contractual questions, please contact Jacob S. Pridemore at jacob.s.pridemore@usace.army.mil. If an Offeror believes that the requirements in the RFP contain an error, omission, or are otherwise unsound; the offeror shall immediately notify the Contract Specialist in writing with supporting rationale. The Offeror is reminded that the Government reserves the right to award this RFP based on the initial proposals, as received, without discussion.

Sincerely, Joshua K. Westgate Contracting Officer

(Signature) (Date)

(Printed Name)

(Firm Name)

W912QR-31740666_CF-0002

AMENDMENT 0002 SUMMARY OF CHANGES

01 The following SPECIFICATION SECTIONS have been replaced in their entirety:

TABLE OF CONTENTS

01 02 10.00 06 PROJECT DESCRIPTION AND DESIGN REQUIREMENTS

02 The following APPENDICES have been replaced in their entirety:

APPENDIX A

P-100 P-601

03 The following APPENDICES have been added in their entirety:

APPENDIX K

04 The proposal due date is hereby extended to 22 September 2023 at 4:00PM Eastern Time.

Acknowledgment of this amendment and proposals are due at that time.

05 Changes to Section 00 70 00, Clauses FAR 52.211-12 and DFARS 252.236-7001.

SECTION 00 70 00

*******************************AMENDMENT 0002************************************

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, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 600 days. *The time stated for completion shall include final cleanup of the premises.

* The Contracting Officer shall specify either a number of days after the date the contractor receives the notice to proceed, or a calendar date.

(End of clause)

52.211-12 LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 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 $5,690.00 $6,405.00for 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)

52.211-13 TIME EXTENSIONS (SEPT 2000)

Time extensions for contract changes will depend upon the extent, if any, by which the changes cause delay in the completion of the various elements of construction. The change order granting the time extension may provide that the contract completion date will be extended only for those specific elements related to the changed work and that the remaining contract completion dates for all other portions of the work will not be altered. The change order also may provide an equitable readjustment of liquidated damages under the new completion schedule.

(End of clause)

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

ntractor fails to complete the work within the time specified in the contract, the $6,405.00fo

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general—

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title See G-001 File See G-001

(End of clause)

*******************************AMENDMENT 0002************************************

52.236-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor’s information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations.

(b) Weather conditions: The Contractor shall make their own investigations as to weather conditions at the site. Data may be obtained from various National Weather Service office located generally at airports of principal cities, the nearest to this project being: Nashville, Tennessee

(c) Transportation facilities: Roads and railroads in the general area are shown on the drawings. Access ways shall be investigated by the Contractor to satisfy himself as to their existence and allowable use.

(d) Historical data for all areas may be obtained from:

U. S. Department of Commerce

National Climatic Center

Federal Building

Asheville, N. C. 28801

(End of clause)

52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least twenty

(20) percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

(End of clause)

52.246-21 WARRANTY OF CONSTRUCTION (MAR 1994)

(a) In addition to any other warranties in this contract, the Contractor warrants, except as provided in paragraph (i) of this clause, that work performed under this contract conforms to the contract requirements and is free of any defect in equipment, material, or design furnished, or workmanship performed by the Contractor or any subcontractor or supplier at any tier.

(b) This warranty shall continue for a period of 1 year from the date of final acceptance of the work. If the Government takes possession of any part of the work before final acceptance, this warranty shall continue for a period of 1 year from the date the Government takes possession.

(c) The Contractor shall remedy at the Contractor’s expense any failure to conform, or any defect. In addition, the Contractor shall remedy at the Contractor’s expense any damage to Government-owned or controlled real or personal property, when that damage is the result of-

(1) The Contractor’s failure to conform to contract requirements; or

(2) Any defect of equipment, material, workmanship, or design furnished.

(d) The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause.

The Contractor’s warranty with respect to work repaired or replaced will run for 1 year from the date of repair or replacement.

(e) The Contracting Officer shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.

(f) If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor’s expense.

(g) With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the Contractor shall-

(1) Obtain all warranties that would be given in normal commercial practice;

(2) Require all warranties to be executed, in writing, for the benefit of the Government, if directed by the Contracting Officer; and

(3) Enforce all warranties for the benefit of the Government, if directed by the Contracting Officer.

(h) In the event the Contractor’s warranty under paragraph (b) of this clause has expired, the Government may bring suit at its expense to enforce a subcontractor’s, manufacturer’s, or supplier’s warranty.

(i) Unless a defect is caused by the negligence of the Contractor or subcontractor or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design furnished by the Government nor for the repair of any damage that results from any defect in Government-furnished material or design.

(j) This warranty shall not limit the Government’s rights under the Inspection and Acceptance clause of this contract with respect to latent defects, gross mistakes, or fraud.

(End of clause)

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation.

Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for-

16 August 2023 at 9:00 AM CDT (local)

POC: Jason Phillips (Jason.b.phillips@usace.army.mil)

(c) Participants will meet at-

Meet at Building 3709 Polk Rd, Fort Campbell, KY 42223-1508 (Rm 107). After a short briefing the group will convoy to the project site.

Visitors will need to check in at the Fort Campbell Visitor’s Center at Gate 4 for a one day pass the day of the site visit. They will need to show a valid drivers license, vehicle registration and proof of vehicle insurance. At the Visitor’s Center they will run a background check. It is recommended that you arrive at least 30 minutes early to the Visitor’s Center to allow time for varying processing times.

(End of Provision)

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

18.2%

6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects.

The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Christian County, Fort Campbell, Kentucky.

(End of Provision)

UAI 5152.236-9011 DESIGN-BUILD CONSTRUCTION CONTRACTS (MAR 2019)

(a) Design-Build Contract Order of Precedence. The contract includes the standard contract clauses and schedules current at the time of contract award. It entails (1) the Solicitation in its entirety, including all drawings, cuts, and illustrations, and any amendments, and (2) the successful offeror’s accepted proposal. The contract constitutes and defines the entire agreement between the Contractor and the Government. No documentation shall be omitted which in any way bears upon the terms of that agreement.

(1) In the event of conflict or inconsistency between any portion of this contract, precedence shall be given in the following order:

i. Betterments: Any portions of the accepted proposal which both conform to and exceed the requirements of the Solicitation.

ii. The requirements of the Solicitation. (See also FAR 52.236-21, Specifications and Drawings for Construction)

iii. All other elements of the accepted proposal.

iv. Any design products including, but not limited to, plans, specifications, engineering studies and analyses, shop drawings, equipment installation drawings, etc. These are "deliverables" under the contract and are not part of the contract itself. Design products must conform to all provisions of the contract, in the order of precedence herein.

(b) Personnel, subcontractors, and outside associates or consultants. In connection with this contract, any in-house personnel, subcontractors, and outside associates or consultants will be limited to individuals or firms that were specifically identified in the Contractor's accepted proposal. The Contractor shall obtain the Contracting Officer's written consent before making any substitution for these designated in-house personnel, subcontractors, associates, or consultants. If the Contractor proposes a substitution, it shall submit the same type of information that was submitted in the accepted proposal to the Contracting Officer for evaluation and approval. The level of qualifications and experience submitted in the accepted proposal or that required by the Solicitation, whichever is greater, is the minimum standard for any substitution.

(c) Responsibility of the Contractor for Design. The Contractor shall be responsible for the professional quality, technical accuracy, and the coordination of all designs, drawings, specifications, and other non-construction services furnished by the Contractor under this contract. The Contractor shall, without additional compensation, correct or revise any errors or deficiency in its designs, drawings, specifications, and other non-construction services and perform any necessary rework or modifications, including any damage to real or personal property, resulting from the design error or omission.

(1) The standard of care for all design services performed under this agreement shall be the care and skill ordinarily used by members of the architectural or engineering professions practicing under similar conditions at the same time and locality. Notwithstanding the above, in the event that the contract specifies that portions of the Work be performed in accordance with a performance standard, the design services shall be performed so as to achieve such standards.

(2) Neither the Government's review, approval or acceptance of, nor payment for, the services required under this contract, shall be construed to operate as a waiver of any rights under this contract or of any cause of action arising out of the performance of this contract. The Contractor shall be and remain liable to the Government in accordance with applicable law for all damages to the Government caused by the Contractor's negligent performance of any of these services furnished under this contract.

(3) The rights and remedies of the Government provided for under this contract are in addition to any other rights and remedies provided by law.

(4) If the Contractor is comprised of more than one legal entity, each entity shall be jointly and severally liable hereunder.

(d) Contractor's Role during the Design Process. The Contractor's construction management key personnel shall be actively involved during the design process to effectively integrate the design and construction requirements of this contract. In addition to the typical required construction activities, the Contractor's involvement includes, but is not limited to actions such as: integrating the design schedule into the Master Schedule to maximize the effectiveness of fast-tracking design and construction (within the limits allowed in the contract), ensuring constructability and economy of the design, integrating the shop drawing and installation drawing process into the design, executing the material and equipment acquisition programs to meet critical schedules, effectively interfacing the design and construction quality control (QC) management programs with the design QC program, and maintaining and providing the design team with accurate, up-to-date redline and as-built documentation for eventual submission as Record Drawings.. The Contractor shall require and manage the active involvement of key trade subcontractors in the above activities.

(e) Deviating from the Accepted Design. The Contractor must obtain the approval of the Designer of Record and the Government's concurrence, in the form of supplemental agreement to the contract, for any Contractor-proposed revision to the professionally stamped-and-sealed and Government-reviewed final design that has been released for Construction before proceeding with the revision. The Government reserves the right to disapprove such a revision.

(1) The Government reserves the right to non-concur with any revision to the final design that has been released for construction, including those which may impact furniture, furnishings, equipment selections or operations decisions that were made, based on the reviewed design.

(2) Any Contractor-proposed revision to the design which deviates from the contract requirements (i.e., the Request for Proposal (RFP) and the accepted proposal), will require a bilateral modification (e.g.

supplemental agreement) to the contract before any work commences.

(3) Unless the Government initiates a change to the contract requirements, or the Government determines that the Government furnished design criteria are incorrect and must be revised, any Contractor initiated proposed change to the contract requirements, which results in additional cost, shall strictly be at the Contractor's expense.

(4) The Contractor shall track all approved revisions to the reviewed and accepted design and shall incorporate them into the as-built design documentation, in accordance with agreed procedures. The

Designer of Record shall document its professional concurrence on the as-builts for any revisions in the stamped and sealed drawings and specifications.

(f) Value Engineering after Award. In reference to Federal Acquisition Regulation (FAR) 52.248-3, Value Engineering - Construction, the Government may refuse to entertain a "Value Engineering Change Proposal" (VECP) for those "performance oriented" aspects of the Solicitation documents which were addressed in the Contractor's accepted contract proposal and which were evaluated in competition with other offerors for award of this contract.

(1) The Government may consider a VECP for those "prescriptive" aspects of the Solicitation documents, not addressed in the Contractor's accepted contract proposal or addressed but evaluated only for minimum conformance with the Solicitation requirements.

(2) For purposes of this clause, the term "performance oriented" refers to those aspects of the design criteria or other contract requirements, which allow the offeror or Contractor certain latitude, choice of and flexibility to propose in its accepted proposal a choice of design, technical approach, design solution, construction approach or other approach to fulfill the contract requirements. Such requirements generally tend to be expressed in terms of functions to be performed, performance required or essential physical characteristics, without dictating a specific process or specific design solution for achieving the desired result.

(3) In contrast, for purposes of this clause, the term "prescriptive" refers to those aspects of the design criteria or other Solicitation requirements wherein the Government expressed the design solution or other requirements in terms of specific material, approaches, systems, and/or processes to be used.

Prescriptive aspects typically allow the offerors little or no freedom in the choice of design approach, materials, fabrication techniques, methods of installation, or any other approach to fulfill the contract requirements.

(g) Warranty of Design. The Contractor warrants that the design shall be performed in accordance with the contract requirements. Design and design related construction not conforming to the Contract requirements shall be corrected at no additional cost to the Government. The standard of care for design is defined in paragraph c of this clause, Responsibility of the Contractor for Design.

(1) The period of this warranty shall commence upon final completion and the Government's acceptance of the work, or in the case of the Government's beneficial occupancy of all or part of the work for its convenience, prior to final completion and acceptance, at the time of such occupancy.

(2) This design warranty shall be effective from the above event through the Statute of Limitations and Statute of Repose or host nation law, as applicable to the place of construction performance.

(3) The rights and remedies of the Government provided for under this clause are in addition to any other rights and remedies provided in this contract or by law.

(h) Government Re-Use of Design. In conjunction with the Defense Federal Acquisition Regulation Supplement (DFARS) 252.227-7022, Government Rights (Unlimited), the Government will not ask for additional originals or copies of the design works after the Contractor provides all required design documentation and record drawing documentation under the instant contract. Further, if the Government uses the design for other projects without additional compensation to the Contractor for re-use, the Government releases the Contractor from liability in the design on the other projects, due to defects in the design that are not the result of fraud, gross mistake as amounts to fraud, gross negligence or intentional misrepresentation.

(End of clause)

P2#509693

Fort Campbell, Kentucky

PROJECT TABLE OF CONTENTS

SPECIFICATIONS

SECTION 00 10 00 – PRICE BREAKOUT SCHEDULE

SECTION 00 80 50 – SPECIAL PROVISIONS

SUBMITTAL REGISTER

PROJECT SIGN DETAILS

SECTION 01 02 10.00 06 – PROJECT DESCRIPTION AND DESIGN REQUIREMENTS

SECTION 01 03 00.00 06 – DESIGN SUBMISSION REQUIREMENTS AFTER AWARD

SECTION 01 42 00 – SOURCES FOR REFERENCE PUBLICATIONS

SECTION 01 45 00.15 10 – RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM)

SECTION 01 57 19.00 06 – TEMPORARY ENVIRONMENTAL CONTROLS AND PERMITS

SECTION 01 74 19 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

APPENDIX

APPENDIX A – CONCEPTUAL DRAWINGS

APPENDIX B – CHILD DEVELOPMENT CENTER – STANDARD DESIGN FEB 2023

APPENDIX C – LOUISVILLE DISTRICT DESIGN SPECIFICATIONS TOC

APPENDIX D – FT CAMPBELL DESIGN GUIDE (PACKAGED SEPARATELY)

APPENDIX E – CPSC PLAYGROUND SAFETY HANDBOOK

APPENDIX F – SITE CHARACTERIZATION REPORT

APPENDIX G – FIRE FLOW DATA

APPENDIX H – CYBERSECURITY MATRIX

APPENDIX I – ENVIRONMENTAL REPORT

APPENDIX J – EXISTING DRAWINGS

APPENDIX K – AMEC NEARBY GEOTECHNICAL REPORT

END OF PROJECT TABLE OF CONTENTS

W912QR-31740666_CF-0002

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AMEND 0002 *****************************

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SECTION 01 02 10.00 06

PROJECT DESCRIPTION AND DESIGN REQUIREMENTS

Amendment 0002

PART 1 DESIGN OBJECTIVES

1.1 REFERENCES

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A137.1 Ceramic Tile

ANSI/AWWA C105/A21.5 Polyethylene Encasement for Ductile-Iron Pipe Systems

ANSI/BHMA A156.1 Butts and Hinges

ANSI/BHMA A156.2 Bored and Preassembled Locks and Latches

ANSI/BHMA A156.3 Exit Devices

ANSI/BHMA A156.4 Door Controls-Closers

ANSI/BHMA A156.16 Auxiliary Hardware

ANSI/BHMA A156.6 Architectural Door trim

ANSI/BHMA A156.21 Thresholds

ANSI/BHMA A156.22 Door Gasketing and Edge Seal Systems

ANSI C2 National Electrical Safety Code

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2010; Change 2010; Change 2011; Errata 2011; Change 2011) Minimum Design Loads for Buildings and Other Structures

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 62.1 (2010; Errata 2011; INT 21 2012) Ventilation for Acceptable Indoor Air Quality

ASHRAE 90.1 (2010; Errata 2011; INT 2-12 2011; Errata 2011, INT 13 2012; Errata 2012) Energy Standard for Buildings except Low-Rise Residential Buildings

SECTION 01 02 10.00 06 Page 1 Certified Final Amendment 0002

ASTM INTERNATIONAL (ASTM)

ASTM A325 (2010) Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A36 (2008) Carbon Structural Steel

ASTM A500 (2010a) Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A53 (2012) Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A615 (2012) Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A653 (2011) Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A706 (2009b) Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM A924 (2010a) Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM A992 (2011) Structural Steel Shapes

ASTM C1396 (2011) Gypsum Board

ASTM C475 (2002; R 2007) Joint Compound and Joint Tape for Finishing Gypsum Board

ASTM C646 Steel Drill Screws for the Application of Gypsum Board to Light-Gauge Steel Studs

ASTM C840 (2011) Application and Finishing of Gypsum Board

ASTM D1557 (2012) Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)

ASTM D1751 (2004; R 2008) Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)

ASTM D1752 (2004a; R 2008) Preformed Sponge Rubber Cork and Recycled PVC Expansion

ASTM E84 (2012a) Surface Burning Characteristics of Building Materials

ASTM F2479 (2017) Standard Guide for Specification, Purchase, Installation and Maintenance of

SECTION 01 02 10.00 06 Page 2 Certified Final

Poured-In-Place Playground Surfacing

ELECTRONIC INDUSTRIES ALLIANCE (EIA)

EIA/TIA 568B Commercial Building Telecommunications Cabling Standard

EIA/TIA 569 Pathways and Spaces

EIA/TIA 569A Commercial Buildings Telecommunications Pathways and Spaces

EIA/TIA 569B Commercial Buildings Telecommunications Pathways and Spaces

EIA/TIA 607 Grounding and Bonding Requirements

NACE INTERNATIONAL (NACE)

NACE SP-0169 Control of External Corrosion on Underground or Submerged Metallic Piping Systems

NACE SP-0286 Electrical Isolation of Cathodically Protected Pipelines

NACE SP-0185 Extruded Polyolefin Resin Coating Systems with Soft Adhesives for Underground or Submerged Pipe

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 24 Installation of Private Fire Service Mains and their

NFPA 101 (2021) Life Safety Code

NFPA 13 (2022) Installation of Sprinkler Systems

NFPA 70 (2011; Errata 2 2012) National Electrical Code

NFPA 72 (2022) National Fire Alarm and Signaling Code

NFPA 780 (2011) Installation of Lightning Protection Systems

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-120-01 Sign Standards

UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems

UFC 3-410-02 Lonworks Direct Digital Control for HVAC and Other Local Building Systems

UFC 3-501-01 Electrical Engineering

SECTION 01 02 10.00 06 Page 3 Certified Final

UFC 3-520-01 Interior Electrical Systems

UFC 3-530-01 Interior and Exterior Lighting and Controls

UFC 3-550-01 Exterior Electrical Power Distribution

UFC 3-575-01 Lightning and Static Electricity Protection Systems

UFC 3-580-01 Telecommunications Building Cabling Systems Planning and Design

UFC 3-600-01 Fire Protection Engineering for Facilities, Change 6, 6 May 2021.

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, Change 2, 30 July 2022.

UFC 4-021-01 Design and O&M: Mass Notification Systems, Change 1, January 2010.

UNDERWRITERS LABORATORIES (UL)

UL 1971 (2002; Reprint Oct 2008) Signaling Devices for the Hearing Impaired

UL 2017 (2008; Reprint May 2011) General-Purpose Signaling Devices and Systems

UL 67 (2009; Reprint Sep 2010) Panelboards

UL 864 (2003; Reprint Aug 2012) Control Units and Accessories for Fire Alarm Systems

UL 869A (2006) Service Equipment

1.2 SCOPE OF WORK

1.2.1 Description

Design and construction shall comply with the requirements contained in this Request for Proposals (RFP). The design and technical criteria contained and cited in this RFP and the Unified Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Designers of Record shall use the Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain a single, durable, functional building complete and adequate for assignment as a Child Development Center.

The building and site drawings included in this RFP illustrate the conceptual design of the project. Site and floor plans provided shall be followed by the Design/Build Contractor to comply with the Ft. Campbell CDC functional needs.

This contract shall consist of a base bid for the design, demolition, and construction of the Building 3071 building, including child care areas, SECTION 01 02 10.00 06 Page 4 Certified Final administrative and operations facilities complete with associated utilities, storm drainage, communications, electric, HVAC, lightning protection, fire protection/alarm system, paving, sidewalks, curbs, gutters, access drives, exterior lighting, grading, and physical security requirements.

The contract also includes the following bid options:

Bid Option #1 - Replace playground surface on all but northeast areas.

1.2.2 Scope of Work by Discipline

1.2.2.1 Civil

The existing parking lot, drives, roads, sidewalks, and outdoor storage areas are excluded from the scope of work. The existing sanitary services, domestic water, and parking lot drainage services will remain. The existing 4" fire service line shall be replaced with a 6" service.

Installation of a 6" double check backflow preventer is required in an exterior pit to be located in the existing parking island.

The project includes Bid Option to replacement of the existing toddler playground surfaces and drainage system associated with it. The surface materials shall be compliant with the CPSC Public Playground Safety Handbook and in accordance with ASTM F2479. The project will also include parking space relocation and modifications to the existing fire lane to comply with UFC 4-10-01.

1.2.2.2 Structural

This project consists of structural support design and modifications to the existing structure for architectural and mechanical renovations. The existing Building 3071 one-story brick façade facility structural framing system consists of a combination of conventional steel framing and load bearing concrete masonry supported on concrete foundation. Facility usage primarily consists of classrooms, daycare facilities and office rooms.

Roof structure is primarily framed with steel joists and steel beam girders, bearing on CMU walls, supporting a 1-1/2 inch 22-gauge metal deck and an architectural roof. The attic structure consists of joist and V.S.

joists substitute framing, bearing on cold-formed metal stud walls, supporting 1/4 inch diamond face plate steel.

The existing ground floor slab consists of 4-inch-thick slab on grade with a vapor barrier, 6" capillary base and compacted granular base, reinforced with temperature and shrinkage steel welded wire mesh. The CMU load-bearing walls are supported by continuous, reinforced concrete footings. Reinforced thickened slab locations are used to support the interior shear walls. The interior shear walls consist of metal stud cross-braced frames which resist the lateral wind and seismic loads on the building.

Modifications are anticipated to be limited to architectural openings in the CMU load-bearing walls and metal stud shear walls. Structural work will involve reinforcing the existing CMU walls and shear walls to accommodate the new floor plan. Structural work shall also include slab demolition and patchwork to incorporate new plumbing as required. All structural modifications will be designed to comply with UFC requirements assigned to Risk Category III facility.

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1.2.2.3 Architectural

1.2.2.3.1 Child Development Center (CDC) Design Goals

The DB Contractor shall design and renovate the existing 23,672 GSF CDC Building 3071 for Fort Campbell that will result in an assimilation of the current CDC Standards from the USACE Center of Standardization for Child and Youth Services to the fullest extent possible. (See Appendix B)

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1.2.2.3.2 Exterior Design Objectives

The design intent is to maintain the existing envelope with no new door or window openings. The envelope is to be inspected and cleaned. Notify the contracting officer of any portions of the envelope that needs repair.

There is some efflorescence noted around various locations that will need to be rectified.

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1.2.2.3.3 Interior Architecture

The design intent is to keep the existing office block area which includes the vestibule, waiting area, telecommunication closet, reception desk, isolation space, isolation toilet, open office area, and existing storage rooms up to the structural wall at the North corridor as well as the existing mechanical room and kitchen. The remaining spaces are to be reconfigured as shown on the conceptual drawings. There are seven Pre-Toddler / Toddler Activity rooms and four Pre-K Activity rooms. These activity rooms have vision panels in the corridor above the cubbies in addition to a sidelight at the entrance door. Each activity room has toilets and sinks for the children. The ceilings are to be acoustic ceiling tile with heights and NRC values as noted in the CDC Standards (See Appendix B). Ensure that wall construction maintains the minimum STC rating as noted in the CDC Standards. When placing toilet accessories, be vigilant on locations where they may conflict with sinks and provide adequate clearances for all items.

1.2.2.3.4 Interior Finishes

Proposed finishes to have durability, easy-to-clean surfaces, low maintenance, and have sustainable features such as low VOCs and made of recycled content. Interior walls to be painted with level 4 drywall finish, with low VOCs. General flooring finishes in the building to be luxury vinyl tile with rubber base and sheet vinyl, restrooms to have thru-body porcelain tile flooring with tile base. The facility entrance will have walk-off carpet tiles, and back of house areas to have sealed concrete or resilient flooring with rubber base. Per direction from the user group, a large area rug should be provided where children's activities involving sitting on the floor will occur. General ceilings of the building to be acoustical ceiling tile throughout.

Millwork to consist of custom-grade units made from plywood and high-pressure laminate. Counter tops to be made of quartz stone at restrooms and lounge areas. Lobby reception counter to have quartz countertop.

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Window treatments including vertical and horizontal blinds, shall be coordinated in the SID and therefore, included in the construction project. Draperies shall be coordinated and provided through the FF&E Package, purchased by the government.

1.2.2.3.5 Furniture and Equipment

Proposed furniture and equipment to be durable, easy-to-clean, and have sustainable features such as low VOCs, PVC free, and local to the site's region or USA-Made. Provide a Furniture, Fixtures, & Equipment (FF&E) Package for all spaces where appropriate. Furniture plans provided in this RFP shall be further developed to accommodate the building occupants' needs. The purchasing agent shall procure furnishings using the FF&E Package provided by the DB Contractor.

FF&E shall not be provided nor installed by the DB Contractor. However, the DB Contractor shall assure coordination between the furnishings, fixtures, and equipment in the FF&E Package, finishes in the Structural Interiors Design (SID), government furnished government installed (GFCI) equipment, building structure, and building utilities including location of light switches, electrical outlets, communications outlets, utility panels, and HVAC units within furnished areas.

Interior signage for the project shall be provided to include room identification for all spaces. Interior signage shall be included in the SID and shall be provided in accordance with UFC 3-120-01. Signage schedule, plan, and details shall be included in the SID and in the construction drawings. Interior signage shall comply with the CDC sign standards.

1.2.2.4 Mechanical

1.2.2.4.1 General Overview

The mechanical system for this project consists of selective demolition of all existing mechanical systems and providing new mechanical systems in accordance with the architectural layout and the Standard Design Criteria Child Development Centers. Provide all ductwork, ductwork insulation, VAV terminal units, hot water piping, chilled water piping, piping insulation, and controls. All piping shall be copper Type L if 2" or less and steel if 2.5" or larger. Provide galvanized ductwork with double wall ductwork when exposed.

1.2.2.4.2 Existing Conditions

The original design had constant volume air handling units (single zones);

however, there was a renovation for variable air volume (VAV) System designed in 2010 and installed in 2012 (11 years old). The system consists of an existing air cooled chiller and condensing boilers providing chilled and hot water to VAV air handling units and hot water to VAV terminal units. A VAV system is the recommended system type for the building; evaluation and reuse of the existing system to the greatest extent possible is recommended.

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1.2.2.4.3 Mechanical System Modifications

Based on existing chiller elements failing, replace the existing chiller

SECTION 01 02 10.00 06 Page 7 Certified Final with a variable speed chiller capable of lower turndown rates. The chilled water pumps are anticipated to be reused; however, they must be evaluated during the design phase to confirm performance and capacity.

Distribution piping is anticipated to be reused.

It is anticipated that the existing condensing boilers will be reused along with the hot water pumps, and hot water distribution piping. All hot water equipment must be evaluated during the design phase to confirm performance and capacity.

It is anticipated to reuse the existing VAV air handling units with minor maintenance/upgrades such as VFD replacement, controls upgrade, and condensate overflow system upgrades; however, evaluation must be done during the design phase to confirm performance and capacity. All VAV terminal units outside of the Mechanical Mezz corridor will be completely replaced with zoning coordinated on new layout. VAV terminal units will be parallel fan powered with hot water reheat. Primary ductwork distribution outside of the Mechanical Mezz can be reused to the greatest extent practical.

1.2.2.4.4 Mechanical Controls

All existing equipment must have the controls updated to an open protocol BACnet DDC System. New equipment must be provided with open protocol BACnet DDC System. The DDC System must be capable of integration to a future basewide system.

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1.2.2.4.5 Testing, Adjusting, and Balancing (TAB)

All existing equipment and new equipment will require complete air and water TAB. The contractor must perform a pre-TAB of the existing equipment to confirm existing operations prior to any work taking place.

1.2.2.4.6 Miscellaneous Equipment

Provide the following miscellaneous system. Miscellaneous equipment such as split system air conditioning units serving the IT room. Hot water unit heaters and mechanical ventilation serving the mechanical and electrical rooms. Laundry exhaust system ducted directly to the exterior.

New roof penetrations must be limited to the greatest extent possible.

1.2.2.5 Electrical

The project will modify the interior electrical distribution system, lighting and control system, telecom systems and security systems. All systems will be designed and installed with the latest UFC and Child Development Center criteria.

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The existing power distribution system consist of an 800amp 480Y/277v main distribution panel located in the mechanical room along with a 300kVA dry-type transformer and 208Y/120v distribution panel. Sub-panels are located in the kitchen area and flush mounted in corridor walls. The existing power distribution system including the exterior transformer and secondary feeders may be reused and modified as required for the

SECTION 01 02 10.00 06 Page 8 Certified Final renovation if they have the required capacity, including spare capacity as determined by the DOR. Provide receptacles in accordance with the Standard Design Criteria Child Development Centers dated Feb 2023 room requirements. All receptacles located throughout the facility shall be tamper resistant. Provide new branch circuits for new and reused mechanical equipment. Provide new branch circuits for lighting and receptacles as required for building reconfiguration.

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All lighting in the facility shall be replaced with LED fixtures. Provide 0-10v dimming controls for all spaces required to have adjustable lighting levels. Specialty lighting shall be provided as required in the CDC guidelines.

The existing 25pr copper and 12 stands of fiber optic entrance communication cables shall be maintained for reuse. New Cat6 data and telephone outlets shall be provided per CDC room requirements. Provide Cat6 horizontal cable from each outlet to a new 7' x 19" 2-post rack and patch panels located in the existing communications room. Provide a new intercom system with call buttons in each space. The contractor shall coordinate the CYS for the removal and reinstallation of the wireless access system.

The existing CCTV system shall be removed and saved for reinstallation.

The contractor shall coordinate with CYS for the new CCTV layout and reinstall system. Provide new Cat6 CCTV cables for all cameras. Provide conduit for all exposed cable runs. CCTV cables run above ceiling shall be run in cable tray. The existing CCTV server cabinet currently location in the open office area shall be reinstalled in the same location. The existing CCTV system consist of ceiling mounted interior cameras in spaces and wall mounted exterior cameras and has monitoring stations in the directors office and front desk. The front desk also controls a large monitor for customer viewing in the lobby area. The new layout must include a large monitor for viewing at the front desk. The front entrance must be provided with a new access control system including electronic locks and card access.

1.2.2.6 Plumbing

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1.2.2.6.1 General Overview

The plumbing system for this project consists of the demolition of all existing plumbing fixtures and providing new plumbing fixtures in accordance with the architectural layout and the Standard Design Criteria Child Development Centers. Provide all fixtures, potable cold water, hot water piping and equipment, piping insulation, sanitary waste, and vent piping systems. All potable water will be copper Type L pipe and fittings. Provide plastic PVC pipe, fittings, and solvent cement for sanitary waste piping above and below ground. Provide plastic PVC pipe, fittings, and solvent cement for vent piping. Natural gas pipe and fittings will be Schedule 40 black steel pipe and fittings. Provide a 3" water service, complete with water meter and reduced pressure type backflow preventer. Additional backflow preventers will be provided on water make-up lines to mechanical equipment.

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SECTION 01 02 10.00 06 Page 9 Certified Final

1.2.2.6.2 Plumbing Fixtures

Provide floor mounted flush valve water closets with manual operation.

Provide vitreous undermount lavatories with center set manual faucet.

Provide undermount single compartment stainless steel sinks with gooseneck faucets. Provide stainless steel semi-circular wash stations. Provide wall mounted vitreous china lavatories. Provide split level ADA compliant refrigerated electric water coolers with electronic bottle fillers in corridor only. Single level drinking fountains for classrooms must be provided. All mounting heights must be in accordance with the Standard Design Criteria for Child Development Centers.

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1.2.2.6.3 Domestic Hot Water Heating System

The domestic water heating system is existing to remain; however, evaluation must be done during the design phase to confirm performance and capacity. The hot water will be stored at 140 degrees F to minimize the risk of legionella. The thermostatic mixing valve will be set to deliver 131 degrees F to each individual hot water fixture and will be stepped down by below deck mounted mixing valves at the lavatories and sinks.

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1.2.2.6.4 Natural Gas

There is an existing 2" natural gas service at 47lbs routed via polyethene pipe to an existing gas meter and ½# regulator. The meter doesn't have remote read; however, that should be a base upgrade and not part of this project. It is anticipated that the existing service should remain.

1.2.2.7 Building Code and Life Safety

The CDC project will be a reconstruction as classified by Unified Facilities Criteria (UFC) 3-600-01 w/change 6 and National Fire Protection Association (NFPA) 101. All work will be in compliance with UFC 3-600-01 w/ International Building Code (IBC), NFPA 101, CDC standard, and Fort Campbell technical guideline criteria for reconstruction projects of existing facilities. All means of egress and protection requirements will be brought up to new construction criteria. The building is construction type IIB. The existing Knox box 3200 will remain at the building entrance from the parking lot.

1.2.2.8 Fire Suppression

The existing partial sprinkler system will be demolished. This includes the 4-inch incoming dedicated sprinkler water line, 4-inch sprinkler riser, all sprinkler pipe, fittings, and sprinklers. Storage, laundry, mechanical, and kitchen have sprinklers. A new automatic wet-pipe sprinkler system will be provided throughout the facility in accordance with UFC 3-600-01, NFPA 13, CDC standard, and Fort Campbell criteria. A minimum 6-inch double check backflow preventer will be installed in an exterior pit with a backflow test header. A post indicator valve shall be provided exterior to the building in accordance with NFPA 24 .