W912QR24R0049_PH2_CERT_FINAL_VOL3-0002.pdf

Solicitation For Army Reserve Center P-1001, Seagoville, TX

P2: 515203

Design-Build

Specifications Vol. 3 of 3 (Div. 01 - 40)

20 June 2024

W912QR24R0049

Phase 1

02 August 2024

W912QR24R0049-0002

Phase II Certified Final ARIMS: 200A Disposition: Maintain for 15yrs after construction.

W912QR24R0049_PH2_CERT_FINAL_VOL3-0002

This Page Intentionally Left Blank

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

TOC - 1

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

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

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SECTION 01 03 00.00 48

DESIGN SUBMISSION REQUIREMENTS AFTER AWARD

1.1 INTRODUCTION

This section contains information needed after the successful Offeror has been selected.

The information contained in this section applies to the design required for the ARC Building P-1001 at Seagoville, TX.

1.2 DESIGNERS OF RECORD

1.2.1 The Design/Build Contractor shall identify, for Government Acceptance, the Designer of Record for each area of work. One Designer of Record may be responsible for no more than two disciplines. All Designers of Record shall be registered Professional Engineers or Architects as required by Section 00 80 00.00 06, Clause “Registration of Designers”.

1.2.2 In addition to these requirements, the design firm shall have a Design Project Manager (PM), see Section 01 45 04.10 06 for Design PM qualifications.

1.2.3 Provide the services of a Registered Communications Distribution Designer (RCDD) to design the telecommunications system in compliance with the Army Reserve Network Enterprise Criteria Infrastructure Technical Criteria (ARNEC ITC).

1.2.4 Provide the services of a Qualified Fire Protection Engineer (QFPE), as defined by UFC 3-600-01, to design, review, and oversee the fire and life safety system of the project in compliance with UFC 3-600-01. This includes but is not limited to preparing fire protection shop drawing submittals during construction, oversight of installation, as well as witnessing fire protection acceptance testing. Sufficient hydraulic calculation sets which will fully define the entire system sizing shall be provided.

1.2.5 The Furniture, Fixtures and Equipment (FF&E) design shall be developed by the Interior Designer, who shall be a registered NCIDQ certified designer and have a minimum of two years experience in space planning, and contract furniture & panel systems specifications.

1.2.6 The D/B Contractor is required to have a LEED Accredited Professional (LEED AP BD+C) for both design and construction involved with the project and responsible for ensuring correct interpretation of LEED credit requirements, tracking overall LEED accomplishments, providing documentation, and monitoring construction aspects of each LEED credit.

1.2.7 The Designers of Record shall stamp, sign, and date each design drawing under their responsible discipline for Certified Final design documentation stage. Designers of Record shall be a Prime Contractor employee, be contracted directly by the Prime Contractor, be an employee of a design firm that is contracted directly by the Prime Contractor, be a subconsultant to the design firm that is contracted directly by the Prime Contractor, or be an employee of a Subcontractor that is contracted directly by the Prime

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Contractor (i.e a registered Mechanical Engineer as an employee of the Mechanical Subcontractor to the Prime Contractor).

1.2.8 Designers of Record are required to make critical site visits during construction.

The Architect shall make at least 3 site visits; the Civil, Mechanical, Electrical Designers shall make at least 2 site visits; and the Structural, Fire Protection and Communication Designers shall make at least 1 site visit.

1.3 CONTRACTOR DESIGN REQUIREMENTS AFTER AWARD

1.3.1 The Contractor must submit for Government Acceptance, a Design Quality Control Plan as required in Section 01 45 04.10 06, before design may proceed. The Design Quality Control Plan must indicate the designer’s integral role throughout design and construction. Resumes of each Designer of Record (DOR) shall be included to demonstrate compliance with the RFP requirements. A list of Designers of Record, Checkers, and Independent Reviewers must be included to define each person in each role, including professional registration for the position when required, and indicating three separate individuals per discipline. One person may fulfill two roles in different disciplines (i.e. a registered Architect who is also a Certified (registered) Interior Designer may be the Designer, Checker, or Independent Reviewer for one of the roles in both Architectural and Interior Design disciplines). One person cannot fulfill two roles within one discipline.

1.3.1.1 Designer of Record shall be the person responsible for the development of the project design. Professional registration is required.

1.3.1.2 Checker shall be a senior design team member who performs peer-review of the work of the discipline team members. Typically works with the team on the project, with day to day knowledge. Professional registration is not required, but preferred.

1.3.1.3 Independent Reviewer shall be a senior design team member not directly involved in the development of the project design. This person is considered a third party check, not necessarily detailed, but assuring coordination with other disciplines. Professional registration is required.

1.3.2 The Contractor must shall conduct Independent Technical Reviews, in accordance with requirements in Section 01 45 04.10 06.

1.3.3 The Contractor shall design and detail a complete and usable facility before construction begins, except for Fast Track projects. Fast Track design and construction will be permitted on this project. Fast-tracking may include site work, ordering long-lead materials, demolition, and mobilization. Design review packages submitted to the Government shall be limited to two; one for the fast track design and one for the remainder of the project design. Also refer to Section 00 80 00.00 06, clause Sequence of Design/Construction (Fast Track). The Contractor shall design and construct the facility in Imperial (English inch-pounds-second “US Customary”) units.

1.3.4 The design shall be completed in accordance with the applicable criteria itemized in this RFP, including all requirements of the Army Reserve Design Process and

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Submittal Requirements Manual (DPSR) Part C, available at the Corps of Engineers, Louisville District, Army Reserve Customer Website.

1.3.5 A sample design schedule is provided in Section 01 04 00.00 48.

1.4 SUBMISSION OF DESIGN DOCUMENTS

1.4.1 The Contractor shall submit design documents with cover letter by overnight mail in accordance with the requirements of this section and the DPSR Part C. The letter shall indicate the project name, and due date for comments provided in DRCHECKS (Design Review and Checking System) via Projnet. Specifications, submittal register, design analysis and other technical information shall be bound. The CID (FF&E, SID) shall be submitted as indicated in the CID (FF&E, SID) Submittal Requirements attached to this specification.

1.4.2 Design Reviews shall not be taken as an approval and do not relieve the Contractor's responsibility for compliance with the RFP solicitation, codes, regulations, or other applicable criteria. Design reviews are considered Quality Assurance reviews, and may be performed by the A/E team which developed the RFP Solicitation package.

1.4.3 Once the Government has reviewed and accepted the contractor's final design, Contractor shall make no further changes to the accepted design without the written approval of the Contracting Officer. All costs for submitted variances, after Final Design Acceptance, shall be borne by the Contractor at no cost to the Government. For all requested design changes, complete submittals to all parties listed will be required for an additional review, in accordance with the procedures for original submittals stated above.

1.5 GENERAL DESIGN REQUIREMENTS

1.5.1 The Contractor is required to independently prepare and submit for Government Acceptance a complete Design. The Contractor's Design Professionals shall independently confirm and be responsible for the technical accuracy and adequacy of all aspects of the project design.

1.5.2 Document quantities and delivery addresses are specified at the end of this Section. Quantities and addresses apply for each submittal.

1.5.2.1 Division 00 and Division 01specifications shall not be edited by the Contractor, and shall be reproduced and included with the Contractor’s construction phase technical specifications. Divisions 00 and 01 are contract requirements; therefore, can only be changed by contract modification.

1.5.3 Submittal Register: The Contractor will be required to prepare a Submittal Register Engineering Form 4288 identifying all construction submittals. Each submittal item shall be identified and coded in accordance with Section 01 33 00. A completed Engineering Form 4288, accepted by the Contracting Officer, will be required prior to commencement of construction. The designers are required to provide a Submittal Register that is compatible with Construction Division's QCS system.

1.5.4 LEED Project Requirements:

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1.5.4.1 Refer to Section 01 02 00.00 48 Part 12 for additional sustainability/LEED information.

1.5.4.2 Project designs (including multiple building projects and renovations) shall meet USACE Army LEED v4 Implementation Guide (dated September 2014) paragraphs 1 through 4, and paragraph 6. This document is available on the Corps of Engineers, Louisville District, Army Reserve Customer Website. If contradictions occur, the requirements of this RFP take precedence over the information in USACE Army LEED Implementation Guide.

1.5.4.3 LEED Related Meetings: Refer to Section 01 33 29.00 06 Sustainability Reporting for related meeting requirements.

1.5.4.4 LEED Online project Owner and Change of Owner at Certification. The US Army is the owner. The USACE geographic district PM (or delegated authority) will act as Owner’s representative through project design, construction, and certification and will be identified as the project Owner on LEED Online.

Immediately prior to acceptance of GBCI certification ruling, the Owner’s representative designation in LEED Online must be changed to the Army Reserve RD representative, or the Installation DPW Director (or delegated authority). The USACE geographic district PM is responsible for ensuring this change in Owner designation occurs at the correct time, and is to provide the contact information for the Contractor to utilize for the Change of Owner process.

1.5.5 LEED/Energy Requirements: Comply with the energy efficiency requirements of UFC 1-200-02 and performance identified in Section 01 02 00.00 Part 12. The percent energy reduction shall be calculated by subtracting the receptacle and process loads from the total energy usages for both the baseline and proposed buildings. The percentage formula shall be as follows: 100 x ((Baseline building consumption – receptacle and process loads) – (Proposed building consumption – receptacle and process loads)) / (baseline building consumption – receptacle and process loads). For determining LEED Optimize Energy Performance credit points, the percent energy cost reduction shall be calculated by applying the appropriate energy costs to the total energy usage for both the baseline and proposed buildings. The formula shall be as follows:

(Baseline energy cost – Proposed energy cost)/(Baseline energy cost).

1.6 DESIGN AND INVESTIGATION REQUIREMENTS

1.6.1 Geotechnical Requirements and Responsibilities

1.6.1.1 Refer to section 01 02 00.00 48, Part 3 for more geotechnical requirements. The contractor’s QC plan shall detail the geotechnical testing requirements and outline the plan to report the testing results.

1.6.1.2 Subsequent to award, the Contractor is required to perform and provide a complete geotechnical exploration of the proposed site to develop the final design. The geotechnical exploration shall be performed under the direction of a licensed professional engineer with at least 10 years’ experience specializing in geotechnical engineering. This exploration shall be the full responsibility of the Contractor and detailed requirements are outlined below. It is possible that site specific subsurface conditions encountered by the Contractor will differ from

February 2020 version 01 03 00.00 48 5 of 14 those appended herein. Therefore, it is the responsibility of the Contractor to establish a meeting with the COR subsequent to completion and evaluation of his site specific geotechnical exploration to outline any differences encountered that are not consistent with the information provided herein. Should those differences require changes in the foundation type, pavement and earthwork requirements proposed with the bid that result in more cost, these differences shall be clearly outlined for the meeting.

1.6.1.3 Contractor’s Geotechnical Report: A final geotechnical evaluation report shall be prepared by the Contractor’s licensed geotechnical engineer and submitted along with the first foundation design submittal. This report shall summarize the subsurface conditions; provide requirements for the design of appropriate foundations, floor slabs, retaining walls, embankments, and pavements. The Contractor’s Geotechnical Report shall specify the type of foundation system to be used, lateral load resistance capacities for foundation systems, allowable bearing elevations for footings, grade beams, slabs, etc. An assessment of post-construction settlement potential including total and differential shall be provided. Requirements regarding lateral earth pressures (active, at-rest, passive) to be used in the design of retaining walls shall be provided. The report shall include the required spectral accelerations and Site Class for seismic design along with an evaluation of any seismic hazards and requirements for mitigation, if necessary. The spectral accelerations shall be based on the local building code. Calculations shall be included to support the requirements for bearing capacity, settlement, and pavement sections.

Supporting documentation shall be included for all required design parameters such as Site Class, shear strength, earth pressure coefficients, friction factors, subgrade modulus, California Bearing Ratio (CBR), etc. In addition, the report shall provide earthwork requirements, expected frost penetration, expected groundwater levels, requirements for dewatering and groundwater control, possible presence of any surface or subsurface features that may affect the construction of the project such as sinkholes, boulders, shallow rock, old fill, old structures, soft areas, or unusual soil conditions. The report shall include pH tests, salinity tests, resistivity measurements, etc., required to design corrosion control and grounding systems. The raw field data shall be provided in the report. The Contractor shall design all corrosion control and grounding systems required for the project. The report shall determine project dewatering requirements. If temporary construction dewatering is required due to a high water table, the Contractor shall prepare and present a dewatering plan. The Contractor shall be responsible for securing all the required information necessary for the design of the system.

1.6.1.4 Additional Borings. Any additional borings shall be sampled with a splitspoon sampler in accordance with ASTM D-1586, with samples visually classified at 1.5-foot intervals in accordance with the Unified Soil Classification System (ASTM D 2487). The depth to water shall be recorded. Standard Penetration Blow counts shall be recorded. A dated drilling log shall be provided for each boring drilled. Soils information obtained from field logs, laboratory tests and geologist’s logs shall be presented on the contract drawings in the form of boring plan, final boring logs and explanatory notes. An example boring log is attached to this document.

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1.6.1.5 Certification. The DB Contractor and the professional geotechnical engineer consultant shall certify in writing that the design of the project has been developed consistent with the Contractor’s final Geotechnical Report. The certification shall be stamped by the consulting professional geotechnical engineer and shall be submitted with the first design submission. If revisions are made to the initial design submission, a new certification shall be provided with the final design submission.

1.6.1.6 If temporary construction dewatering is required due to a high water table, the Contractor shall prepare and present a dewatering plan. The Contractor is responsible for securing all necessary information for the design of the dewatering system.

1.6.2 Energy Conservation Submittals – Provide as required by the DPSR Part C.

1.6.3 Air Barrier Drawings – Separate Air Barrier drawing sheets shall be included in the design. These drawings at a minimum shall include a plan of the building indicating the desired perimeter boundary of the air barrier system, building sections and other details showing the critical interfaces. The drawings should clearly demonstrate the location and how the barrier should be constructed. Drawings shall indicate air barrier zones, if applicable to the project building(s). Refer to the Air Barrier Sheet Examples available on the Corps of Engineers, Louisville District, Army Reserve Customer Website.

1.7 SUBMITTAL REQUIREMENTS

1.7.1 Design Phase: Design submissions and meetings shall comply with the requirements of DPSR Part C.

1.8 DESIGN REVIEW

1.8.1 Government review comments will be input into a web based system called DR CHECKS (Design Review and Checking System) via Projnet (www.projnet.org). The Contractor will be given access to this system and will be required to respond to all comments in the program. Comment responses shall be entered before each review meeting, so the Project Team can discuss open issues and non-concur comments – not each individual comment. The Contractor will likely not respond to all comments as ‘concur’, and any comments which differ from the requirements of the RFP need to be responded to appropriately, and marked for discussion at the review meeting. The Contractor shall print and distribute review sets as shown on the attached list and be prepared to discuss the comments and preliminary responses at the review meeting for each part of the design. The Contractor will keep the minutes of the meetings and forward the minutes and annotated comments to all reviewers within 10 calendar days of the meeting. The annotations will be detailed enough to indicate exactly what the Contractor will do to comply with the comments. The contractor shall assemble the comments received into a complete package. The complete package of comments and responses shall be transmitted to all offices that received the design submitted.

1.8.1.1 The Government's review is not to be considered a quality control review; the Contractor shall provide its own internal quality control as required by contractor Design Quality Controls Plan before the design is submitted to the Government. It is very important the Contractor's entire team agrees with the

February 2020 version 01 03 00.00 48 7 of 14 design before it is submitted to the Government. The Government's review or acceptance does not relieve the contractor of his responsibility to provide a safe, functional project in accordance with the terms of the contract. Quality control procedures shall consist of design and/or checking by registered professionals and a review completed by a separate professional; as per paragraph 1.3.1 of this Section. Complete names of designers, checkers, and reviewers shall appear in the drawing title block. The Contractor shall submit the Design Quality Checklist from the Corps of Engineers, Louisville District, Army Reserve Customer Website, with their Final and Certified Final Design Phase submissions.

1.8.1.2 The Government's review will likely result in a significant number of comments. The Contractor shall respond to each comment with a response that clearly indicates what action will be taken in DRCHECKS(Design Review and Checking System) via Projnet. Comments that, in the Contractor's opinion, require effort outside the scope of the contract will be clearly indicated as such by the Contractor. The Contractor shall not proceed with work outside the contract until a modification to the contract is properly executed.

1.9 CERTIFIED FINAL DOCUMENTS FOR CONSTRUCTION PHASE

1.9.1 The construction phase will begin with a Letter of Design Completion from USACE, and release for construction will be issued upon completion and acceptance of the Certified Final design submittal. This will provide authorization to begin onsite construction efforts.

1.9.2 After the Letter of Design Completion is issued, the Contractor shall furnish to the Government the following items (in addition to those in the Distribution List below). 8 half-size sets and 2 full size sets of the Certified Final drawings, 2 sets of the accepted Certified Final specifications, and 4 CDs for the Government’s use during construction.

The PE/A will finalize this list and provide the actual list of personnel to receive this material when it is time to be reproduced.

1.9.3 No construction will be allowed on work for which the design has not been reviewed and accepted.

1.9.4 Not Used.

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EXAMPLE OF

LIST OF ADDRESSES FOR REVIEWS

Refer to DPSR for all submittal requirements.

Contractor shall confirm additional addressees and addresses with USACE PE/A at the Design Charrette for distribution. Quantities shall be as listed below, number of recipients confirmed at Charrette.

ORGANIZATION ABBREV COPIES

Full Size

Drawing Set

Half Size (11x17) Drawing Set

Spec DA CD FF&E Binder

SID

Binder

Louisville PE/A

NAME:

POSITION:

Project Engineer

ORGANIZATION:

Army Corps of Engr, Louisville

MAILING ADDRESS:

ATTN: Ram Vuddagiri, Project Engineer, ED-

MR

600 Dr. M. L. King Jr.

Place Louisville, KY 40202

CELRL-

ED-MR

Cert Final only;si gned & initiale d

6 0 0 10 (5) at Final, and

(2) at Cert Final

(5) at Final and

(2) at Cert Final

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RENDERING FORM – NOT USED

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ATTACHMENT A

COMPREHENSIVE INTERIOR DESIGN (CID)

FURNITURE, FIXTURES & EQUIPMENT (FF&E)

FURNITURE PRODUCT SPECIFICATIONS

All furniture is Government Furnished, Government Installed (GFGI) for the Army Reserve projects. At the beginning of the project, the main furniture manufacturer basis of design is determined by the Project Manager, Army Reserve Furniture Program, to establish quality, color and product information to coordinate with all disciplines concerning furniture layout and power/telecommunications hook-ups. The project panel system workstations, benching systems, and private and shared office metal desking units are designed according to the designated basis of design, incorporated with specific product specifications listed below. Refer to Section 01 02 00.00 48 Part 6 Architectural and Interior Design, 6.6 Furniture and Equipment. Louisville District performs the furniture market research for all furniture procured through the Louisville District at the time of the furniture procurement.

1. GSA (General Services Administration) Basis of Design Furniture Project

The following guidance is being provided for projects being designed for procurement using GSA competitive bid process (outside of the scope of this construction project). It is not necessary that the DOR specify a complete Bill of Materials for the Panel Systems, Benching systems, or the metal desking units.

The DOR is responsible for specifying typicals from the Army Reserve furniture standards that function for the user needs and requirements. The DOR is responsible for the fit of furniture, life safety, selection of all finishes and fabrics, panel and componentry sizes, coordination of power/telecommunications locations, and panel location dimensions. No COM fabric is to be specified. See Army Reserve Customer Website under Furniture for requirements documentation of the current Army Reserve furniture GSA Basis of Design standards requirements.

a. A10-wire (3+3) Systems furniture is to be specified as the Basis of Design for

Unit Commons office areas where panel based workstations are required.

Specify only circuits A, B and C.

1) All systems furniture workstations are to be panel hung in lieu of wall hung.

2) Lateral and vertical files, bookcases, and storage cabinets are to be specified from the Army Reserve standards.

3) Unit Common area workstation typical panel heights are to be 30" to 48” high except along the spine where the tackboard is placed the panel height should be 48" high. All full-time workstation typical panel heights are to be 64” high.

4) Three to four duplex outlets per full-time workstation.

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b. Metal desking furniture is to be specified as the Basis of Design for private and shared offices. Included matching bookcases, lateral files and storage cabinets. Metal desking unites with overheads are to have shelf dividers, and electronic ballast tasklight. Specify full modesty panels for all "L" shaped metal desking units when the desk unit is not placed against the wall. Privacy screens/tackboards are to be specified to fill the space between the desktop and the overhead only. Lateral files, bookcases, storage cabinets and wardrobe units should be specified per Army Reserve furniture standards.

c. Benching systems furniture is to be specified as the basis of design for benching systems used in Unit Commons areas. At the shared benching work areas, the benching is to have full length cables basket w/ power strip (one for every two occupants), desktop task light and box/file mobile pedestal (cushion top optional). Benching shall be flexible, no hardwiring, only plug and play power fed from the wall or floor utilizing standard duplex receptacle (minimum one duplex for every four occupant stations). Telecommunications shall be provided via wireless access points.

d. Specify the 18" deep bookcase when placed next to any lateral files in private and shared offices, and in the open offices areas with panel systems if bookcases are required. 15" deep bookcases may be specified when used in stand-alone areas.

e. See Army Reserve Customer Website under Furniture for requirements documentation of the current Army Reserve furniture GSA Basis of Design standards requirements for chairs/seating. No COM fabrics are to be specified. Task chair upholstery selections shall have a minimum Wyzenbeek rating of 100,000 double rubs.

2. General Electrical/Communication Installation for Panel Systems Furniture

Workstations

Panel system furniture workstations in common office areas shall have all power and communications outlets located in the base of the acoustic panels. All electrical and communications utilities are to be fed from either flush floor boxes, poke through boxes or wall boxes with the exception of renovation projects that may be fed from overhead (power poles). The communications cables shall be fed in conduit and boxes separate from electrical power.

a. Electrical Requirements

1) A minimum of three twenty-amp circuits are to be provided for each panel system furniture electrical infeed serving from one to six workstations.

2) A three-pole circuit breaker shall be utilized to protect all circuits supplying power to each individual infeed. This will insure that all circuits are de-energized when servicing the electrical system components within the panel system furniture workstations.

3) A 5-wire electrical system using a three pole/20-amp circuit breaker, 3-#12 AWG wires (L1-L2-L3), 1-#10 AWG neutral wire

February 2020 version 01 03 00.00 48 12 of 14 and 1-12 AWG ground wire shall be specified for the typical six workstation cluster. Wire sizes are minimum requirements but may be increased as necessary to compensate for voltage drop.

4) The DOR is to specify one duplex and one quadruplex receptacles for each full-time workstation. Receptacles shall not be located behind drawer pedestals or workstation support panels.

5) Base feeds are to be used to power all panel system furniture workstations in new construction. Top feeds (power poles) may be used on renovation projects only for workstations that cannot be fed from junction boxes located in walls or columns.

6) The general contractor is to cut the Government furnished electrical base feed whip to the appropriate length and connect to the building's power per the furniture manufacturer's wiring schematic. The general contractor is to provide liquid-tight flexible metal conduit fittings, electrical connectors and cover plate necessary to complete the connection to the power source.

7) All panel system furniture electrical components installed as part of the Government Furnished Government Installed (GFGI) furniture package include; power infeeds and rails, connectors, jumpers, receptacles and raceway covers.

b. Telecommunications Requirements

1) The general contractor shall provide, terminate, and test all telecommunications cables within the raceways provided at the base of the panel system furniture acoustic panels.

2) The general contractor shall provide a minimum of one 1”(minimum) conduit from the floor or wall box to an accessible ceiling space adjacent to the communications cable tray for each group of up to six workstations.

3) The general contractor is to provide 1-1/4” liquid-tight flexible metal conduit and fittings necessary to connect each floor box or wall box to the acoustic panel raceway.

4) One telecommunications jack is to be provided for each panel system furniture workstation.

5) The general contractor shall provide and install all conduit, fittings, cables, faceplates, and jacks necessary to complete the communications system installation within the panel system furniture workstations. Upon completion of the communications system installation, all cable, connections, and jacks are to be tested and, if necessary, repaired to assure satisfactory service to the customer.

6) The Government Furnished Government Installed (GFGI) furniture package will only provide communication raceways at the base of each acoustic panel for routing communications cables and raceway covers to accept communication jacks and faceplates furnished by the general contractor.

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Connection Photos

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3. Miscellaneous Furniture Products – Basis of Design

See Army Reserve Customer Website under Furniture for requirements documentation of the current Army Reserve furniture GSA Basis of Design standards requirements.

If any additional information or assistance is required regarding the specification of the furniture for the Army Reserve program, please contact the USACE Project Manager, Army Reserve Furniture Program. This contact information may be requested through the USACE PE/A, after award.

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SECTION 01 04 00.00 48

THE DESIGN/BUILD PROCESS

1.1 DESIGN/BUILD (DB) PROCESS

The facility shall be designed and built by a single firm or team of firms (referred to as the Contractor or Design-Build Contractor) that has registered Architects and Engineers employed by or subcontracted to the Contractor.

1.2 PROPOSAL PHASE

The Proposal Phase includes the period from the time of issuance of the Solicitation through the selection process and the final award of the contract to the successful Offeror. Schedules below begin at the point of contract award.

1.3 DESIGN PHASE

During the Design Phase, the Contractor shall develop and submit for review and acceptance the Charette, Revised Charrette Document, Interim, Final, Corrected Final, and Certified Final Design Submittals. Once the Certified Final has been received and accepted by the Government for the civil/site work portion of the project, the Contractor will be given acceptance to start construction on the civil/site work to fast-track construction. See Clause “Sequence of Design/Construction (Fast Track)” in Section 00 80 00.00 06, Special Clauses.

The duration of Government Review periods for design submittals shall be a minimum of 12 business days. The period of time from December 18 to January 2 shall be considered as 3 business days.

1.4 CONSTRUCTION PHASE

A letter of authorization will initiate the Construction Phase, which should normally occur within two weeks of Design Phase acceptance. With the correct documentation in place, the Contractor may be released for demolition (if any) before the fast-track certified drawing submittal is completed.

February 2020 version 01 04 00.00 48 2 of 3

1.5 PROJECT DESIGN PHASE SCHEDULE

The sample schedule and sequence of work shown below was prepared by the Government for the Contractor’s use in its schedule preparation. The schedule demonstrates a satisfactory two step fast tracked approach. This schedule is not intended to be the actual awarded design-build schedule. Upon receipt of the Notice to Proceed, the selected Contractor will be required to submit its proposed design and construction schedule for Government review and acceptance in accordance with Section 01 32 01.00 06, Project Schedule, based on their resources and approach for this project. Government performance and review periods can not be altered in the Contractor’s proposed schedule which will be submitted for government review and acceptance. A Pre-work Conference is required for this contract, see Clause “Design Conferences” in Section 00 80 00.00 06, Special Clauses. All days listed below are in calendar days.

PROJECT DESIGN SCHEDULE FOR 490 DAY CONTRACT DURATION

PROJECT SCHEDULE: Duration Calendar Days

Notice to Proceed Approx 30 days after Award

Design Quality Control Plan submitted 10 10 days after NTP

Pre-Work Conference, 2 days 10 10 days from NTP

Charette Design Submittal Due 10 20 days from NTP

2 to 3-Day Charette Meeting 05 25 days from NTP

Revised Charette Design Submittal Due 10 35 days from NTP

Revised Charette Design Conference Call 05 40 days from NTP

Interim & Fast Track Design Submittal 28 68 days from NTP

Interim & Fast Track Review Meeting 14 82 days from NTP

(2-day meeting, with Partnering)

Red-Lined Corrected Final for Fast Track Design Due 14 96 days from NTP

Corps performs Backcheck on Fast-Track 14 110 days from NTP

A/E makes final Fast Track corrections & All Dr. Checks comments closed 07 117 days from NTP

A/E submits signed & sealed Fast Track Hard Copy

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Plans & Specs – Ready for Construction 07 124 days from NTP

Corps Construction Office sends letter 05 129 days from NTP for Fast-Track Release for Construction

Final Design Submittal Due (60 days from Interim Review Meeting) 60 142 days from NTP

Final Design Submittal Review Meeting 25 167 days from NTP (one day meeting)

Red-Lined Corrected Final for Final Design Due 15 182 days from NTP

Corps performs Backcheck on Final 15 197 days from NTP

A/E makes final corrections & All Dr. Checks comments closed 10 207 days from NTP

A/E submits signed & sealed Certified Final Hard Copy Plans & Specs – Ready for Construction 08 215 days from NTP

Corps Construction Office sends letter 05 220 days from NTP for Final Design release for construction

Construction Completion **See Section 00 80 00.00 06

SPECIAL CLAUSES

SECTION 01 32 01.00 06

PROJECT SCHEDULE

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PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

AACE 84R-13 (2015) Planning and Accounting for Adverse Weather

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 67-17 (2017) Schedule Delay Analysis

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- Project Schedules

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications ; G

Preliminary Project Schedule ; G

Initial Project Schedule ; G

Periodic Schedule Update ; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The Designated Project Scheduler must have prepared and maintained at least three previous construction schedules for projects of similar size and complexity to this contract, using Primavera P6..

Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 06 Page 1

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government uses Primavera P6. Ensure exported schedule files are compatible with the CURRENT version of P6 used by the Government.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system. Verify at the SEKO meeting which version of P6 is in use by the Government. Export the schedule in a version of P6 no newer than that used by the Government.

2.1.2.2 Other Than Primavera

If the Contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of design and construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Designers, Subcontractors, and suppliers working on the project must also contribute to developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.1.1 Scheduling Expectations Kickoff Meeting(SEKO)

In conjunction with the post award conference or pre construction conference the Government and the Contractor will hold a separate and

SECTION 01 32 01.00 06 Page 2 distinct Scheduling Expectations Kickoff Meeting(SEKO). The intent of this meeting is for the Government to review with the contractor the requirements of the scheduling specification, communicate the Government’s expectations regarding schedule development and management, and answer any questions the Contractor may have regarding the schedule requirements.

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN. Match the progress payment "Pay Period Thru" date in RMS to the schedule data date.

3.2.1 Activity Cost Loading

a. Activity cost loading must be reasonable and without front-end loading. Activities with a negative cost loading is not allowed.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

b. Coordinate with the Contracting Officer to request approval for, and assign costs, to the respective procurement activity for which payment will be requested for materials/equipment in advance of installation.

Any such payment request for approved material/equipment advanced payment shall be supported by a paid invoice or as determined by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial, or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Non-procurement activities Original Durations (OD) are not to exceed 20 workdays or 30 calendar days.

SECTION 01 32 01.00 06 Page 3

3.3.3 Design and Permit Activities

Include design and permit activities with the necessary conferences and follow-up actions and design package submission dates. Include the design schedule in the project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. Provide a detailed level of scheduling sufficient to identify all major design tasks, including those that control the flow of work. Also include review and correction periods associated with each item.

3.3.4 Procurement Activities

Include in the schedule activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.5 Mandatory Activities

Include the following activities in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of design packages.

c. Submission of mechanical/electrical/information systems layout drawings.

d. Submission and approval of O & M manuals.

e. Submission and approval of as-built drawings.

f. Submission and approval of DD1354 data and installed equipment lists.

g. Submission and approval of testing and air balance (TAB).

h. Submission of TAB specialist design review report.

i. Submission and approval of fire protection specialist.

j. Submission and approval of Building Commissioning Plan, Controls testing plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

These activities may include but are not limited to: air and water balancing, building commissioning - functional performance testing, controls testing, and performance verification testing. Include other systems testing, if required. Include additional commissioning requirements noted elsewhere in the Contract as required in the schedule and discuss during the SEKO meeting, noted in paragraph

SCHEDULING EXPECTATIONS KICKOFF MEETING (SEKO).

SECTION 01 32 01.00 06 Page 4

k. Contractor's pre-final inspection.

l. Correction of punch list from Contractor's pre-final inspection.

m. Government's pre-final inspection.

n. Correction of punch list from Government's pre-final inspection.

o. Final inspection.

3.3.6 Government Activities

Show in schedule, Government and other agency activities that could impact progress. These activities include, but are not limited to approvals,acceptance, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.7 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein.

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.7.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

SECTION 01 32 01.00 06 Page 5

3.3.7.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing…