W912QR24R0049_PH2_CERTFinal_Specs-0004.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

Design and Construction for the Maintenance & Repair, Army Reserves (MRAR) of an Army Reserve Center (ARC), Seagoville Building 1001, located in Seagoville, Texas is hereby amended as follow s:

See Continuation Page

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY

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 W912QR24R0049

X 9B. DATED (SEE ITEM 11)

20-Jun-2024

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 is extended, X 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

30-Aug-2024

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR24R0049_PH2_CERTFinal_Specs-0004

W912QR24R0049

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0004

Summary of Changes

A. The following Specification Sections have been replaced in their entirety:

Volume 1 of 3 - Division 00 and Division 01

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 Solicitation Contract Form - Price Breakout Schedule

DIVISION 01 – GENERAL REQUIREMENTS

01 02 00.00 48 Part 1 - Design Objectives, and Functional and Area Requirements 01 02 00.00 48 Part 3 - Site Civil Design 01 02 00.00 48 Part 4 - Site Electrical Design 01 02 00.00 48 Part 6 - Design - Architectural and Interior Design 01 02 00.00 48 Part 7 - Structural Design 01 02 00.00 48 Part 11 - Design - HVAC 01 02 00.00 48 Part 13 - Design - Fire Protection 01 02 00.00 48 Part 15 - Design - Telecommunications

Volume 3 of 3 - Division 01 (continued), Division 02 – Existing Conditions, and Divisions 03 through 40 RFP Outline Technical Specifications

01 45 04.10 06 Contractor Quality Control

B. The following Specification Attachments have been replaced in their entirety:

Volume 2 of 3 - APPENDICES to the RFP Statement of Work

APPENDIX C Room by Room Supplemental Instructions

C. The following Specification Attachments have been added:

Volume 2 of 3 - APPENDICES to the RFP Statement of Work

APPENDIX R Original Building Drawings APPENDIX S Existing Upgrade Drawings

D. The following Drawings in Volume 2 of 3, Appendix A have been replaced in their entirety:

CD101 DEMOLITION PLAN

W912QR24R0049

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CS101 SITE PLAN

CS102 SITE PLAN

CS103 SITE PLAN

A-101 FIRST FLOOR PLAN

(End of Summary of Changes)

00 10 00

ARMY RESERVE CENTER- SEAGOVILLE,TX – REPAIR TRAINING BUILDING P-1001

DESIGN BUILD REQUEST FOR PROPOSAL

Section 00010 – Solicitation Contract Form

PRICE BREAKOUT SCHEDULE

PROJECT: ARMY RESERVE CENTER – REPAIR TRAINING BUILDING P-1001

LOCATION: Seagoville TX

PROPOSER’S NAME: _________________________________________________

BASE PROPOSAL

ITEM DESCRIPTION UNIT BID BID

NO. AMOUNT AMOUNT

0001 Primary Facilities – Building P-1001 Repair JOB $ 0002 Bldg. P-1001 Asbestos Abatement JOB $ 0003 Bldg. P-1001 Lead Abatement JOB $ 0004 Primary Facilities - Project Repair Sitework JOB $ 0005 Bldg. P-1001 UG Storm Water Tie-In JOB $ 0006 Utility Connection Costs JOB $ 0007 Fire Water Pump and Tank (New Work) JOB $ 0008 Project Design Fees JOB $ 0009 Project Design Fees (New Work) JOB $

SUB-TOTAL BASE PROPOSAL – REPAIR WORK $

SUB-TOTAL BASE PROPOSAL – NEW WORK $

OPTION PROPOSAL

0010 Repair Option – Mill and Overlay Exist West Lot JOB $ 0011 Bldg. P-1001 Asbestos Abatement - 500 SF JOB $ 0012 Bldg. P-1001 Asbestos Abatement - 1000 SF JOB $ 0013 Bldg. P-1001 Lead Abatement - 500 SF JOB $

SUB-TOTAL OPTION PROPOSAL – REPAIR WORK $

0014 West Lot Expansion and BMP (New Work) JOB $ 0015 West Lot Exp. and BMP Design Fees (New Work) JOB $ 0016 MKT Pad (New Work) JOB $ 0017 MKT Pad Design Fees (New Work) JOB $

AMENDMENT 004*******************************************************************************

0018 NOT USED JOB $

****************************************************************************** AMENDMENT 004

0019 CFCI Bona Fide Need OMAR Funded Items JOB $

SUB-TOTAL OPTION PROPOSAL - NEW $

TOTAL BASE BID PLUS OPTION PROPOSAL – REPAIR WORK $

TOTAL BASE BID PLUS OPTION PROPOSAL – NEW WORK $

TOTAL BASE PLUS OPTION PROPOSAL – REPAIR AND NEW WORK $

NOTES FOR PROPOSAL SCHEDULE

1. To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest proposal schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to proposal items, all proposers should state their revised prices for each item. The company name should be indicated on the face of the proposal schedule to preclude being misplaced.

2. Proposers must insert a price on all numbered items of the Proposal Schedule. The price may be zero dollars or a deduct amount. Failure to do so will disqualify the proposal.

3. Attach a separate sheet describing each Option and Betterment, with the Option Items keyed to the Proposal Item Number and providing sufficient information for the Government to evaluate the quality and quantity of the Option or Betterment being offered.

4. If a modification to a proposal is submitted which provides for a lump-sum adjustment to the total estimated cost, the application of the lump-sum adjustment to each unit price and/or lump-sum price in the proposal schedule must be stated or, if it is not stated, the proposer agrees that the lump-sum adjustment shall be applied on a pro rata basis to every proposal item in the proposal schedule.

5. CONDITIONS GOVERNING EVALUATION OF PROPOSALS AND AWARD OF

CONTRACT.

One contract only will be awarded on this project and evaluation will be made on the Total Base Proposal plus Option Proposal, in accordance with the paragraph entitled "Evaluation of Options" in the Instructions to Offerors.

The Government may require the delivery of the numbered line items, identified in the schedule as option items, in the quantity and at the price stated in the schedule.

6. Description of Proposal Items - The general outline of the principal features of each item as listed below does not in any way limit the responsibility of the proposer for making a thorough investigation of the drawings and the specifications to determine the scope of work including each item of the proposal form. Further descriptions of the Options may be found in the Statement of Work.

Description of Base Proposal Items

AMENDMENT 004*******************************************************************************

Item No. 0001 “Primary Facilities – Building P-1001 Repair” includes Base Proposal construction work required within a line five feet outside of the building. For bidding purposes assume that the existing domestic water and sanitary services are adequate and may remain to service the renovated building. This is a “Repair” line item.

****************************************************************************** AMENDMENT 004

Item No. 0002 “Bldg. P-1001 Asbestos Abatement” includes Base Proposal Asbestos Abatement work required within the building as indicated in the Hazardous Materials Report of this solicitation. This is a “Repair” line item.

Item No. 0003 “Bldg. P-1001 Lead Abatement” includes Base Proposal Lead Abatement work required within the building as indicated in the Hazardous Materials Report of this solicitation. This is a “Repair” line item.

AMENDMENT 004*******************************************************************************

Item No. 0004 “Primary Facilities - Project Repair Sitework” includes Base Proposal demolition and construction work required beyond a line five feet outside the buildings.

Includes all work required to repair existing pavement, and to furnish and install additional pavement, sidewalks, and utility infrastructure as indicated on civil site drawings and the specification requirements of this solicitation. For bidding purposes assume that the existing sanitary collectors are adequate and may remain to service the renovated building. This is a “Repair” line item. The work in Item Nos.

0005, 0007, 0010, 0014, 0016 below are excluded from this line item.

****************************************************************************** AMENDMENT 004

Item No. 0005 “Bldg P-1001 UG Storm Water Tie-In” includes all work to furnish and install the underground storm drainage work indicated on civil site drawing CS100- CS103 and the specification requirements of this solicitation. This is a “Repair” line item.

Item No. 0006 “Utility Connection Costs” includes Base Proposal costs required for all connections for new and existing utility improvements. This is a “Repair” line item.

AMENDMENT 004*******************************************************************************

Item No. 0007 “Fire Water Pump and Tank” includes Base Proposal costs required (if necessary) for installation of Fire Water Storage Tank and Fire Pump and Pump House.

Underground piping and other items that are required to meet fire protection code are to be provided under Item No. 0004. This is a “New Work” line item.

****************************************************************************** AMENDMENT 004

Item No. 0008 “Project Design Fees” includes the fees for the Offerors’ design professionals to complete design and construction documents for Base Proposal Items 0001, 0002, 0003, 0004, 0005, 0006 and Option Proposal Items 0010, 0011, 0012, and 0013. This is a “Repair” line item.

Item No. 0009 “Project Design Fees” includes the fees for the Offerors’ design professionals to complete design and construction documents for Base Proposal Item 0007. This is a “New Work” line item.

Description of Option Proposal Items

Item No. 0010 “Repair Option – Mill and Overlay Exist West Lot” includes work required to resurface the existing POV lot on the west side of the facility, replacement of (6) six existing site lighting fixtures and poles plus the addition of new site lighting fixtures and poles as required. This is a “Repair” line item.

** This Option item can be exercised within 120 calendar days from Notice to Proceed.

Item No. 0011 “Bldg. P-1001 Asbestos Abatement - 500 SF” includes additional Asbestos Abatement. This is to account for any additional material or additional material quantity not identified in the Hazardous Materials Report. This is a “Repair” line item.

** This Option item can be exercised within 365 calendar days from Notice to Proceed.

Item No. 0012 “Bldg. P-1001 Asbestos Abatement - 1000 SF” includes additional Asbestos Abatement. This is to account for any additional material or additional material quantity not identified in the Hazardous Materials Report. This is a “Repair” line item.

** This Option item can be exercised within 365 calendar days from Notice to Proceed.

Item No. 0013 “Bldg. P-1001 Lead Abatement - 500 SF” includes additional Lead Abatement. This is to account for any additional material or additional material quantity not identified in the Hazardous Materials Report. This is a “Repair” line item.

** This Option item can be exercised within 365 calendar days from Notice to Proceed.

Item No. 0014 “West Lot Expansion and BMP” includes all work to furnish and install the parking lot expansion and retention pond on the west side of the facility as indicated on civil site drawing CS103 and the specification requirements of this solicitation and additional new site lighting fixtures and poles as required. This is a “New Work” line item.

** This Option item can be exercised within 120 calendar days from Notice to Proceed.

Item No. 0015 “West Lot Expansion and BMP Design Fees” includes the fees for the Offerors’ design professionals to complete design and construction documents for Optional Proposal Items 0014. This is a “New Work” line item.

** This Option item can be exercised within 120 calendar days from Notice to Proceed.

Item No. 0016 “MKT Pad” includes all work to furnish and install the MKT Pad as indicated on civil site drawing CS102 and the specification requirements of this solicitation. This is a “New Work” line item.

** This Option item can be exercised within 120 calendar days from Notice to Proceed.

Item No. 0017 “MKT Pad Design Fees” includes the fees for the Offerors’ design professionals to complete design and construction documents for Optional Proposal Items 0016. This is a “New Work” line item.

** This Option item can be exercised within 120 calendar days from Notice to Proceed.

AMENDMENT 004*******************************************************************************

Item No. 0018 NOT USED

****************************************************************************** AMENDMENT 004

Item No. 0019 “CFCI Bona Fide Need OMAR Funded Items” includes work required to furnish and install “CFCI Bona Fide Need OMAR Items. CFCI Bona Fide Need OMAR Items are to be contractor provided and installed, unless otherwise noted in this RFP.

Refer to publication entitled “Army Reserve OMAR Project Funding Requirements, October 2013” available on the Louisville Design Guide Website. These items include:

Refrigerator and Microwave in Break Room(s) Metal shelving Fire extinguishers and window blinds

** This Option item can be exercised within 540 calendar days from Notice to Proceed.

*** End of Section ***

P2 #515203 Army Reserve Center P-1001 Seagoville, TX

TOC - 1

Amendment 004 - CERTIFIED FINAL

DESIGN/BUILD RFP FOR

ARMY RESERVE CENTER P-1001 – SEAGOVILLE, TX

TABLE OF CONTENTS

Volume 1 of 3 - Division 00 and Division 01

Division 00 – Procurement and Contracting Requirements

Solicitation, Offer and Award (SF 1442)

00010 Solicitation Contract Form

00 80 00.00 06 Special Provisions

00 80 00.01 06 Attachments

Submittal Register

Division 01 – General Requirements

01 02 00.00 48 Statement of Work

01 02 00.00 48 Part 1 - Design Objectives, and Functional and Area Requirements

01 02 00.00 48 Part 2 – Applicable Criteria and Coordination with Local Authorities

01 02 00.00 48 Part 3 - Site Civil Design

01 02 00.00 48 Part 4 - Site Electrical Design

01 02 00.00 48 Part 5 - Landscape Architecture Design – NOT USED

01 02 00.00 48 Part 6 - Architectural and Interior Design

01 02 00.00 48 Part 7 – Structural Design

01 02 00.00 48 Part 8 – Thermal Design

01 02 00.00 48 Part 9 – Plumbing Design

01 02 00.00 48 Part 10 – Electrical Design

01 02 00.00 48 Part 11 – HVAC Design

01 02 00.00 48 Part 12 - Energy Conservation and Sustainable Design

01 02 00.00 48 Part 13 - Fire Protection Design

01 02 00.00 48 Part 14 – Commissioning and Building Envelope Sealing

01 02 00.00 48 Part 15 – Telecommunications

TOC - 2

Volume 2 of 3 - APPENDICES to the RFP Statement of Work

APPENDIX A PROJECT DRAWINGS

APPENDIX B AREA SUMMARY

APPENDIX C ROOM BY ROOM SUPPLEMENTAL INSTRUCTIONS

APPENDIX D PLUMBING FIXTURE COUNT

APPENDIX E FIRE HYDRANT FLOW TEST REPORT

APPENDIX F NOT USED

APPENDIX G SAMPLE FORM 1354

APPENDIX H RST COLOR BOARDS

APPENDIX J FIRE PROTECTION / LIFE SAFETY CODE SUBMITTAL FORMAT

APPENDIX K PERMIT MATRIX

APPENDIX L GEOTECHNICAL ANALYSIS

APPENDIX M GEOPHYSICAL ANALYSIS

APPENDIX N HAZMAT REPORT

APPENDIX P DOD MINIMUM ANTITERRORISM CONSTRUCTION STANDARDS

CHECKLIST VERSION 4

APPENDIX Q ADVANCED METER REQUIREMENTS

AMENDMENT 004*******************************************************************************

APPENDIX R ORIGINAL BUILDING DRAWINGS

APPENDIX S EXISTING UPGRADE DRAWINGS

TOC - 3

Volume 3 of 3 - Division 01 (continued), Division 02 – Existing Conditions, and Divisions

03 through 40 RFP Outline Technical Specifications

01 03 00.00 48 Design Submission Requirements After Award

01 04 00.00 48 The Design/Build Process

01 32 01.00 06 Project Schedule

01 33 00 Submittal Procedures

01 33 29.00 06 Sustainability Reporting

01 35 26.00 06 Government Safety Requirements

01 42 00 Sources for Reference Publications

01 45 00.15 10 Resident Management System Contractor Mode (RMS CM)

01 45 04.10 06 Contractor Quality Control

01 45 35 Special Inspections

01 46 00.00 06 Total Building Commissioning

01 50 00 Temporary Construction Facilities and Controls

01 57 19.00 06 Temporary Environmental Controls and Permits

01 74 19 Construction Waste Management and Disposal

01 78 23 Operation and Maintenance Data

Division 02 – Existing Conditions

02 41 00 Demolition

02 82 00 Asbestos Remediation (to be edited by DOR after award)

02 83 13.00 06 Lead in Construction (to be edited by DOR after award)

02 84 16 Handling of Lighting Ballasts and Lamps Containing PCBs and

Mercury (to be edited by DOR after award)

02 84 33 Removal and Disposal of Polychlorinated Biphenyls (PCBs) (to be edited by

DOR after award)

Divisions 03 through 40 RFP Outline Technical Specifications

See separate Table of Contents with RFP Outline Technical Specifications in Volume 3

February 2020 version 01 02 00.00 48 Part 1 - 1 of 12

PART 1

DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS

1.1 SCOPE OF WORK.

The objective of this solicitation is to obtain a facility in which the Using Units are able to effectively implement their Army Reserve support and training missions. These activities require sufficient space with up-to-date furnishings and equipment to support the Units’ full-time and Army Reserve personnel. The facility will consist of the repair of one existing building and associated site improvements, complete and adequate for assignment as a Seagoville ARC Building P-1001.

1.1.1 Requirements stated in this Request for Proposal (RFP) are minimums;

design and construction shall meet or exceed the requirements. The design and technical criteria contained and cited in this RFP establish minimum standards for design and construction quality. This project has been determined to be a Best Value (BV) project: Innovative and creative solutions that meet or exceed these requirements are encouraged.

1.1.2 This project shall consist of Repair and construction for alterations to the existing Army Reserve training facility, complete with required utilities, storm drainage, communications, electric, HVAC, plumbing, fire protection/alarm systems, force protection measures, paving, walks, curbs, parking, exterior lighting, site improvements, grading and landscaping in Seagoville, TX.

1.1.3 This project consists of interior repairs to the existing building. Varying levels of repair or new work are described below and indicated at associated plans and Room by Room Supplemental Instructions. New finishes shall be provided throughout the facility. The contractor shall renovate and construct this facility according to the United States Army Reserve Design Guide - USAR Facilities and referenced guidance documents.

1.1.4 This RFP is offered on the basis that the building envelope will be improved as part of the repair of the building. This includes the replacement of roof insulation as part of roofing replacement. Each of these activities is necessary to meet the cited criteria for energy efficiency, under ASHRAE 90.1. This RFP requires the DOR and DB team to achieve energy goals under these improved conditions.

AMENDMENT 004*******************************************************************************

1.1.5 Full Repair to Training Center includes removal {deleted} of some interior partitions, ceilings, doors, and finishes. Repairs include the replacement of ceilings, including lighting; construction of new partitions, including doors and frames, and all wall finishes. Construct insulated furring at exterior walls. Flooring to be replaced throughout.

The repair scope includes the replacement of electrical, communications, and HVAC systems and devices and the addition of an automatic fire suppression system to all

February 2020 version 01 02 00.00 48 Part 1 - 2 of 12 spaces. Patch and replace materials and finishes as required for upgrade as noted. Full repair of toilets includes demolition of existing fixtures and partitions and replacing all plumbing fixtures, toilet partitions, and finishes. New glazing at exterior storefronts and doors shall meet all current AT/FP requirements. All exterior building mounted signage and interior room signage shall be new.

****************************************************************************** AMENDMENT 004

1.1.6 Remove and replace existing exterior hollow metal doors and frames and associated hardware at exits, mechanical, electrical, and other utility rooms with similar doors, frames, and hardware. Glazing and door and frame construction at new exterior doors shall meet all current AT/FP requirements.

1.1.7 Provide ADA accessibility at all interior doors, accessible paths, and designated fixtures at toilets and showers.

1.1.8 Provide site demolition and construction work as indicated. This work includes minor grading and parking lot restriping.

1.1.9 Refer to Section 1.7 for further description of site-related scope items.

1.1.10 Provide design for furniture and equipment to be purchased and installed by the Government. See Section 1.3.3.1. See Louisville Army Reserve Customer Website https://www.lrl.usace.army.mil/Missions/Engineering/Design-Guide/Military- Programs/Army-Reserve-Customers/Furniture/. See Part 6.

1.1.11 Provide a new automatic wet pipe sprinkler system and complete, addressable, combined fire alarm and mass notification system with full supervisory, alarm, signal, display, wiring, battery backup and testing.

1.1.12 Provide a new fire water tank and pump house on the site to meet the fire flow criteria for the facility.

1.2 Bid Options. The government has identified Option Items that may be included in the project if available funds are allowed and government authorization is given. The Option Items are listed individually on the Price Breakout Schedule.

1.3 DESIGN OBJECTIVES.

1.3.1 Applicable Criteria. Applicable design and construction criteria references are listed in this Statement of Work and the Outline Technical Specifications. Criteria shall be taken from the most current references as of the date of issue of the RFP, unless noted otherwise. Referenced codes and standards are minimum acceptable requirements.

1.3.1.1 This RFP and its referenced documents define the necessary criteria to plan and design the repair of the Seagoville ARC Building P-1001 facility. Functional space

February 2020 version 01 02 00.00 48 Part 1 - 3 of 12 requirements are indicated in the United States Army Reserve Design Guide - USAR Facilities, referred to as the Army Reserve Facilities Design Guide’ (USAR DG), which also provides general criteria and guidance for designing Army Reserve facilities.

Typical functional space furniture layouts and inventories are provided in the RFP drawings; the Contractor’s designers shall adapt these to the final floor plans.

1.3.1.2 Where specific manufacturer or vendor names are called out in this RFP, the intention is to provide the desired quality and salient features for the system or material.

1.3.1.2.1 Unless the manufacturer or vendor is identified as “sole source, or with similar language, the Contractor may provide an equivalent or better system or material of another vendor or manufacturer.

1.3.2 Primary Consideration. The primary consideration of this solicitation is to repair Seagoville ARC Building P-1001 within the funds available and maximize design quality. Offerors are encouraged to review the RFP to familiarize themselves with all RFP requirements.

1.3.3 Design Quality. Design quality is achieved through the optimization of interior planning, integration of the building with the site, sustainability, selection of building materials and systems for durable, low-cost maintenance and operation, and an overall balance of esthetics and functionality. The Army Reserve encourages a project design of award-winning caliber.

1.3.4 Design Freedom. The requirements stated in this RFP are minimums.

Innovative, creative, or cost-saving proposals that meet or exceed these requirements are encouraged and will be considered more favorably.

1.3.4.1 The project conceptual design was developed by the Army Reserve, the Corps of Engineers, and an RFP preparation A/E design team; this conceptual design is acceptable to the Government.

1.3.4.2 The conceptual design Drawings, this Statement of Work, and the Outline Technical Specifications, along with the other information and requirements in this RFP, serve as requirements for Contractor building design and construction completion, along with other code, regulatory, and professional practice requirements. The extent of development of these RFP documents in no way relieves the successful offeror from responsibility for the design, construction documentation, and construction of the facility in conformance with Applicable Criteria and codes.

1.3.4.3 The conceptual design illustrates desired general arrangements, orientation, and adjacencies and provides an exterior image that is acceptable to the Government – it is not intended to dictate the final layout and image for the project. The Contractor’s designers shall develop and refine the conceptual site and building design in completing the design and construction documents. Such development shall be consistent with the criteria and acceptable to the Government.

1.3.4.3.1 NOT USED

February 2020 version 01 02 00.00 48 Part 1 - 4 of 12

1.3.4.3.2 NOT USED

1.3.4.4 The Contractor shall accommodate minor site and building plan changes by the Government in the early stages of the design process as a normal part of the design development process. The Contractor may adjust spaces within the overall and specific functional area guidelines as required to accommodate structural layout and as necessary to provide adequate space for mechanical, electrical, and telecommunication spaces. The mechanical and electrical spaces must provide adequate space to accommodate equipment operation and maintenance safely and efficiently. However, the spatial relationships and adjacencies in the RFP drawings must be maintained unless the Contractor recommends changes to the Government and the Government accepts such changes.

1.3.4.5 The Contractor shall develop and refine the exterior image and esthetics of the building as part of the design development process. The Contractor shall utilize materials, detailing, fenestration, lighting, and ornamentation to develop a high-quality exterior image for the facility. The conceptual elevations in the RFP drawings are not acceptable as finish elevations.

1.3.4.6 The Contractor’s architect or interior designer shall select the final palette of colors and materials for the building interior and exterior, acceptable to the Government and coordinated throughout.

1.3.5 Installation Design Guidance.

1.3.5.1 NOT USED.

1.3.5.2 NOT USED.

1.3.6 Antiterrorism and Force Protection Considerations. Project design and construction shall comply with the Department of Defense Antiterrorism (AT) Standards for Buildings, UFC 4-010-01, and other AT criteria listed in Part 2 of this Statement of Work. The conceptual site and building design have been developed in general accordance with AT requirements. Contractor shall continue to coordinate AT design with the Government throughout design and construction.

1.3.6.1 Refer to the MEMORANDUM FOR PPMD titled “Implementation of UFC 4- 010-01 revision 12 Dec 2018” dated 22 January 2019. Privately Owned Vehicle (POV) Parking is permitted within the unobstructed space, however, may be temporarily eliminated within the unobstructed space.

1.3.6.2 Compliance with the minimum protective measures for DoD inhabited buildings, as defined in UFC 4-0101-01, is required.

1.3.6.3 The Training Center is an Inhabited Building.

February 2020 version 01 02 00.00 48 Part 1 - 5 of 12

1.4 CONTRACTOR RESPONSIBILITY.

1.4.1 The Contractor shall provide all labor, materials, equipment, supplies, permits, fees, and consultant services to design and construct this complex. The complex shall be a complete and usable facility, meeting the requirements of this RFP.

The Contractor shall develop a complete site, building and interior design package.

1.4.2 Throughout the RFP, references are made to MCAR and OMAR funds. For clarification, this refers to the funding source—either Construction funds or Operations and Maintenance funds—for the Project. The funding source classification has no effect on the Scope of the Work of this RFP. Refer to the Price Breakout Schedule, which clarifies OMAR-funded items.

1.4.3 For purposes of clarification, this RFP identifies parts of the Project for which some responsibility is borne by the Government. The responsibility for some work items addressed elsewhere in the RFP is brought to the Contractor’s attention in the following table. If not identified as Government-furnished in the table below, or elsewhere, all work required by the RFP is the responsibility of the Contractor. Contractor shall provide design coordination for items to be purchased and installed by the Government.

1.4.3.1 For items noted with an asterisk (*) below, Contractor is responsible for design of power, data, and other necessary mechanical or electrical provisions for the item.

Government-Furnished Item Table

Legend: Cont = Contractor, Govt = Government

Item Designed by

Furnished by

Installed by

Makes final connection

Furniture, Fixtures & Equipment (FF&E)

Freestanding Furniture Cont Govt Govt

Systems Furniture * Cont Govt Govt Cont

Office Equipment, portable * Cont Govt Govt Govt

Office Equipment, permanently installed *

Cont Govt Govt Govt

February 2020 version 01 02 00.00 48 Part 1 - 6 of 12

Workbenches * Cont Govt Govt Govt

TV Monitor Brackets* Cont Cont Cont Cont

TV Monitors * Cont Govt Govt Govt

Government Furnished Government Installed (GFGI) Items

Vending Machines * Govt Govt Govt Govt

Network Printer / Copier * Cont Govt Govt Govt

Video Conference System * Cont Govt Govt Govt

IT/Telecom

Telecommunications Infrastructure in the TER/TRs *

Cont Cont Cont Govt

Telecommunications Equipment * Govt Govt Govt Govt

Telephone instruments * Govt Govt Govt Govt

Exterior Callbox(es), including telephone. Government only programs the specific telephone instrument(s)

Cont Cont Cont Cont

1.5 RFP DRAWINGS.

The conceptual drawings are included as a part of this RFP to provide information and criteria for the Contractor’s completion of the design.

1.6 SPECIFICATIONS.

1.6.1 The Outline Technical Specifications are provided primarily in outline format.

They shall be utilized as design and submittal criteria, and minimum standards for the corresponding construction work, and shall be met or exceeded unless Contractor obtains specific Government approval for proposed reductions. These outline specifications shall not be considered complete and suitable for final construction specifications. Contractor’s designers shall expand the outline specifications to provide comprehensive, three-part, CSI-format Specifications and shall edit the Specifications to indicate actual products to be used in the construction. Final specifications shall include as a minimum, a description of the technical requirements, criteria for determining

February 2020 version 01 02 00.00 48 Part 1 - 7 of 12 whether the criteria are met, and quality control requirements and procedures. The standards referenced in the outline specifications establish minimum requirements for the final construction specifications.

1.6.1.1 The Outline Technical Specifications provide design and construction criteria that supplement project-specific requirements listed in Section 01 02 00.00 48 and 01 03

00.00 48.

1.6.2 Not all Outline Technical Specification sections provided in this RFP may be required for this project, and designers shall provide additional Specification Sections or items if necessitated by their final design or RFP requirements.

1.6.3 Some Outline Technical Specification Sections are more detailed and extensive than the majority; these represent the Government’s required specification approach to this project. Contractor’s designers must still take complete responsibility for the design and specification of the project and shall satisfy themselves that these Sections are complete and suitable for the final design. Most of the outline specification sections are adapted from typical Government Unified Facility Guides Specifications (UFGS) and reflect Army Reserve-approved approaches and products. The outline specification requirements shall be used as the basis for selection of construction materials, products, and systems. Contractor’s final specifications shall be developed from the UFGS. The use of industry prototype specifications (such as MasterSpec) is not allowed.

1.6.3.1 The following order of UFGS specification priority applies:

1.6.3.1.1 First select Sections specifically developed for Army Reserve facilities. Such Sections have “48” as the fifth level of their MasterFormat 2004 numbering, such as Section 07 31 13.00 48. These Army Reserve-specific (RST) Sections can be accessed from the Corps of Engineers, Louisville District, Army Reserve Customer Website. Refer to Part 2 of this Section.

1.6.3.1.2 If no RST Section exists, select a Louisville District-specific Section (LRL), accessible from the same website. Such Sections have an “06” as the fifth level of their MasterFormat 2004 numbering.

1.6.3.1.3 If no Section described above exists, select an Army Section. Such Sections have an “10” as the fourth level of their MasterFormat 2004 numbering.

1.6.3.1.4 If none of the above Section exist, select a unified Section. Such Sections have no fourth or fifth level in their numbering.

1.6.4 In case of conflicts between the project-specific requirements in Section 01 02 00.00 48 or 01 03 00.00 48, and the requirements in the Outline Technical Specifications, Section 01 02 00.00 48 or 01 03 00.00 48 governs. This is true for all Outline Technical Specification Sections, including the more extensive and detailed Sections.

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AMENDMENT 004*******************************************************************************

1.7 SITE.

The site is described on the RFP drawings included as part of this solicitation and consists of approximately 7 (seven) acres. The site has existed as a secure Vehicle Maintenance Shop site with various warehouse and storage buildings as well an administration building. The site also includes a connected secure POV parking area. No industrial uses are known on or near the site.

Site work includes all design and construction of site features described in the RFP, including but not limited to, site planning, clearing, grading, erosion control, site drainage, utility systems, pavements, pedestrian and vehicular circulation systems, signage, site lighting, landscaping, physical security measures, fencing, and site furnishings.

POV Parking area expansion must be bid as 1,400 SY. The final parking expansion layout and configuration must be designed by the contractor based on the final size and location of the adjacent stormwater management feature.

Western POV Parking area mill and overlay must be bid as 4,050 SY. The final extents of the project’s mill and overlay must be determined by the contractor.

{deleted}

****************************************************************************** AMENDMENT 004

1.7.1 Special Utilities and Supplementary Construction. Not used.

1.7.2 Demolition Considerations and Requirements. Some exterior project work may require demolition of existing site features. See part 3 for description. Building renovation of the Training Center shall require selective demolition of existing interior construction, requiring establishment of safety and dust barriers, and coordination with the Government.

1.7.3 Environmental Considerations and Mitigation Requirements. There are known environmental conditions which will require mitigation. Findings will be documented in design documents. Should any additional suspected hazardous materials be encountered during site investigations or construction, the Contractor shall immediately stop work in the affected area, notify the Contracting Officer, and await Contracting Officer’s direction before proceeding with additional work in the area.

1.7.3.1 Radon. The project site has been identified as being in a Priority Area No.3 (an area where average indoor radon concentration is not likely to exceed 2 picoCuries per liter). Findings will be documented in design documents and the Hazardous Material Report for this project. The Contractor shall incorporate passive barrier and capillary water barrier provisions. Refer to UFC 3-101-01 for radon mitigation system design. The client requested that following the renovation that the Contractor re-test the building for

February 2020 version 01 02 00.00 48 Part 1 - 9 of 12 radon levels to ensure no problems in the building’s integrity occurred during renovation.

Radon testing will be submitted and approved by the Contracting Officer prior to the final approval of the renovation activities. A specification section (Spec 31 21 13; Radon Mitigation) is included in the documents and is to be edited by the DOR after award.

1.7.3.2 Mold Prevention. Buildings must be designed and constructed to maintain space humidity at reasonable levels. Building materials shall be protected from moisture prior to installation and during renovation. Any building areas that are compromised by water and/or weather during the renovation shall be completely restored to a standard working condition.

1.7.3.3 Asbestos. Buildings P-1001 was inspected for asbestos by the Government.

Asbestos containing materials (ACM) were identified in Building P-100v1. Prior to any building demolition, the Contractor shall perform his own independent thorough demolition-level asbestos inspection in accordance with applicable Federal, State, and local regulations. The goal of the inspection is to confirm locations of existing ACM and to identify any other ACM, including that which may be located inside walls, above ceilings, under floors, and other inaccessible areas. The inspection shall be conducted by an accredited and licensed asbestos building inspector. Any additional ACM identified as a result of this inspection shall be treated as a changed condition. Findings will be documented in design documents and the Hazardous Material Report for this project.

1.7.3.4 Lead-Containing Paint. The Contractor shall comply with the requirements of OSHA 29 CFR 1926.62 - Lead Exposure in Construction during any building and/or structure renovation and/or demolition.

1.7.3.5 Lead-Containing Dust. The Contractor shall comply with the requirements of OSHA 29 CFR 1926.62 - Lead Exposure in Construction during the removal of the lead-containing dust, lead-contaminated furniture, and associated materials ion in the former fire range and associated mechanical room. Findings will be documented in design documents and the Hazardous Material Report for this project.

1.7.3.6 Lead-Containing Materials. The Contractor shall comply with the requirements of OSHA 29 CFR 1926.62 - Lead Exposure in Construction during the removal of lead-containing panels located in three rooms within the building. Findings will be documented in design documents and the Hazardous Material Report for this project.

1.7.3.7 Lead-Containing Waste. The hazardous waste criterion for lead wastes is established under the federal Resource Conservation and Recovery Act (RCRA), Subtitle C, as 5.0 mg/L measured with the Toxicity Characteristic Leaching Procedure (TCLP). The projected non-metal waste debris from Buildings P-1001 was sampled and characterized for lead via TCLP. Based upon the result of the TCLP sample, the painted building components of the building should not produce construction debris that would need to be reported and handled as a hazardous waste. It is assumed that all of the metal from the building will be salvaged and recycled during the project. Findings will be documented in design documents and the Hazardous Material Report for this project.

February 2020 version 01 02 00.00 48 Part 1 - 10 of 12

Prior to any building demolition, the Contractor shall perform his own independent sampling and testing of the actual building waste debris via TCLP for lead. The TCLP sampling shall be conducted by the Contractor’s OSHA Competent Person. Any hazardous waste as a result of this testing shall be treated as a changed condition.

In addition, the crushing or recycling of materials with LBP is strictly prohibited.

1.7.4 Site Development Constraints. Not used.

1.7.5 Contractor’s Use of the Site. Except for utility service provider access, required coordination with local agencies, and observation and oversight by the Government, the Contractor shall have complete use of the site within final limits of construction to be recommended by the Contractor and approved by the Government.

1.7.5.1 Security and Identification Requirements, see Section 00 08 00.00 06.

1.7.6 Verification of Conditions. The Contractor shall field verify existing conditions prior to beginning work. The Contractor and the designers of record shall be responsible for investigating all differing site conditions, discrepancies, and field related issues that are encountered during the design and construction process. The designers of record shall be responsible for providing guidance to the Contractor for the resolution of all such issues. The Contractor shall provide notice to the Government of any such issues prior to proceeding and with sufficient time to avoid cost or schedule impacts.

1.7.7 Verification of Utilities. The Contractor and the designers of record shall be responsible for verifying the condition, location, and capacity for all utilities necessary for the project. The Contractor and designers of record shall further verify that all utilities will meet the requirements of this project.

1.7.8 Permits and Regulatory Compliance. The Contractor shall assure that the site development complies with all applicable local, State and Federal regulations. A list of known regulations is located in Part 2 of this Statement of Work. Timely acquisition of the necessary design and construction related permits shall be the responsibility of the Contractor. The Contractor, upon notice to proceed, shall immediately begin working on the permits so as not to delay completion of the project. The Contractor shall prepare permits, associated drawings, public notices, and other related documentation as necessary to successfully meet permit approval status. The Contractor shall pay for associated permit fees.

1.8 FUNCTIONAL AND AREA REQUIREMENTS.

1.8.1 The building designs shall provide building gross areas as indicated below.

The building gross floor areas may not increase or decrease in size without Government approval, except for minor deviations necessary to accommodate building systems. The minimum gross area of the buildings is a minimum requirement of this RFP.

1.8.1.1 Training Center (TC) total area is estimated at 31,408 SF.

February 2020 version 01 02 00.00 48 Part 1 - 11 of 12

1.8.2 See attached Area Summary for areas. Refer to individual areas as indicated in attached Room by Room Supplemental Requirements table. Individual spaces shall meet the functional and environmental requirements based on USAR Design Guide paragraph listed in the Room-by-Room Supplemental Requirements table in the Appendices, as well as any applicable code requirements and additional requirements noted in this RFP.

1.8.2.1 The areas shown in the “Target Area” column of the table typically allow minor variation. It is acceptable for the actual clear area of any space to vary from the values in the table by plus or minus 5%, except as noted below or in the Room-by-Room Supplemental Requirements. If space sizes are varied, functionality and furniture requirements shall be maintained. Building gross minimum areas described in Paragraph 1.8.1 remain applicable.

1.8.2.1.1 NOT USED

1.8.2.1.2 Areas and dimensions for these spaces shall not vary: distant learning center/classroom.

1.8.2.1.3 Areas for these spaces shall not be decreased: arms vault and TR. The minimum width for TR is 8’-0”.

1.8.2.1.4 Minimum width of offices shall be 9’-6” to accommodate furniture.

1.8.2.1.5 NOT USED.

1.8.2.1.6 NOT USED.

AMENDMENT 004*******************************************************************************

1.9 USER BACKGROUND INFORMATION.

1.9.1 This facility serves as a Training Center for the 63rd Regional Readiness Sustainment Command. It will house the 394th Field Hospital, the 961st Engineering Battalion, the 284th CO Eng Vertical Construction, and the HHD, 805th Hospital Center.

The repairs will provide the necessary operational building functional areas for the training and mission support of these commands. The mechanical, plumbing and electrical systems are beyond serviceable life. In addition, current mission supports an addition to enclose the arms vault and add administrative space. {deleted} A technical review was conducted, work classification verified, and other facility alternatives were visited but the most expedient and best option was to repair the listed facility. The required swing space during the contracted work will be off-site and not part of this project. The building will be turned over to the contractor for the duration of the project.

This will include responsibility for all utilities as well.

February 2020 version 01 02 00.00 48 Part 1 - 12 of 12

1.9.2 There will be approximately 87 people working in the building on a full-time basis Monday through Friday, and the largest drill weekend will have approximately 108 reservists using the facility. It is anticipated that the facility will be used three weekends per month for reserve training activities. The 350th and Detachment 1 typically train on the same drill weekend.

1.9.3 Prior to construction the DOR AE personnel must coordinate with USACE and the base personnel to set up design site visits.

1.9.4 During construction, the building will be turned over to the contractor with no operational activities by the Government.

February 2020 version 01 02 00.00 48 Part 3 - 1 of 14

PART 3

SITE CIVIL DESIGN

3.1 GRADING.

3.1.1 The difference in grade between the finished floor elevation FFE and the surface of the ground immediately adjacent to the building must be a minimum of 6 inches, except at personnel and overhead doors. The ground outside the building must have a minimum of 5% slope away from all exterior walls for the first 10 feet and positive drainage thereafter. The Contractor’s geotechnical engineer must identify if steeper grades are necessary based on shrink/swell soil characteristics.

3.1.2 Design grades to provide required sight lines related to traffic and roadway design.

3.1.3 Design grades to meet accessibility requirements where required.

3.1.4 The Contractor must be responsible for dewatering necessary for grading and other subsurface works for the construction of the Project. If temporary construction dewatering is required due to a high-water table, the Contractor must prepare and present a dewatering plan. The Contractor is responsible for securing all the required information necessary for the design of the system.

3.1.5 A balance of the quantity of cut and fill soils which would create a smooth transition of graded areas into the existing natural site is desired. Site specific conditions such as flood and drainage protection, slopes and access reasons may cause unbalanced earthwork operations and are to be identified by the Contractor in the first Site/Utility Design submittal.

3.1.6 The plan must reflect selective site clearing that preserves groups of trees.

3.1.7 Erosion and Sediment Control Facilities…