SOW 08-19-2024 88-Pages.docx

A-E Scope of Work Project Title: Replace B100 Generators, Controls and Fuel Polishing Project Number: 516-25-605

Table of Contents

1. Overview ………………………………………………………………………………………….

1.1 Introduction/Project Intent ..………………………………………………

2. General Scope..…………………………………………………………………………………

3. General Submission Services…………………………………………………………….

4. Design Schedule………………………………………………………………………………..

5. Submission Requirements…………………………………………………………………

6. Construction Period Services…………………………………………………………….

7. Commissioning Services (Cx Agent)…………………………………………………… Appendix A – Review Aids……………………………………………………………………..

Appendix B – Basis of Design ………………………………………………………………… Appendix C – Hazardous Material ………………………………………………………….

Appendix D -- VA INFORMATION CUSTODIAL LANGUAGE ………………………

1. Overview

1.1 Introduction/Project Intent

Project description: Furnish all necessary professional services, equipment, labor materials, supervision, tools, testing, and specialty services (i.e. Industrial Hygienist, Asbestos Contractor, TAB Contractor, Commissioning, etc.) to provide evaluation, design, construction documents, and construction/post construction period services for Project 516-25-605 “Replace Building 100 Generators, Controls and Fuel Polishing”. The project involves replacing the existing 600 kW main facility emergency generators and their associated diesel fuel day tanks, controls, batteries, chargers, feeders, and controls in building 100, including the replacement of the existing paralleling switchgear and the diesel fuel polishing system. A/E shall complete the following in accordance with professional standard practices and VA standards to provide the following basic design and administration services:

Design Services:

D1. The A/E shall make sufficient site visits and field investigations to examine existing site conditions. Typically, these investigations include accessing areas above suspended ceilings, pipe chases, attics, interstitial spaces and mechanical rooms. The A/E shall physically verify any as-built or record drawings or pending design documents provided by VA. If existing VA documents are discovered to be missing and can’t be provided, it is the responsibility of the A/E to investigate the site and verify actual site conditions, including tracing down existing utilities, to find the information required. The investigation shall include geological surveys and utility locates via pot holing if required. All new generators shall be mounted on concrete pedestals that keep the units above the water line during a flood. The elevation of these pedestals shall be determined during investigation. The A/E shall also include re-painting the rooms contained in this project.

D2. Perform an electrical load study utilizing data loggers that record actual usage data to determine the peak facility electrical load. The A/E shall utilize this information to determine the proper size and number of emergency generators required to meet the VA requirement of N+1. This includes an assessment of the existing electrical infrastructure to determine if it needs to be upsized to support a larger load requirement. The A/E shall also use this information to specify a temporary generator system that will be utilized while the existing emergency generator system is being replaced (refer to Project Coordination section, Part B).

D3. Perform all necessary schematic design, design development, construction document, and post construction period services associated with this construction project.

D4. Prepare complete Construction Documents (CDs) (includes drawings and specifications) to replace Bldg 100 emergency generators, the generator control system, and the fuel polishing on the fuel system.

The new fuel polishing system shall serve four (4) 30K gal underground fuel tanks, include an existing fuel line serving the boiler plant, and include isolation valves.

The A/E shall include the evaluation of the existing emergency generator alarm annunciator panel in the Energy Control Center (room 1F10). The A/E will specify a replacement system.

The A/E shall also include cooling considerations for the new generator control cabinets in the design. New control equipment has ambient temperature requirements that, if not considered, could result in premature damage and a reduced lifecycle. All designs shall be in compliance with current NFPA Code Regulations, VHA Directive 1028, and all VA requirements and regulations.

D5. Prepare CDs in accordance with VA Design Manuals, National CAD Standards and Details, Program Guides, Facilities Procedures, and Master Specifications as found in the Technical Information Library located on the Office of Construction & Facilities Management website.

D6. Provide a design narrative/analysis to replace generators, controls, and fuel polishing technical discipline which describes the intent of the discipline and the building's relationship to adjacent structures and areas. The A/E shall maintain the approved project budget and will make recommendations accordingly.

D7. CDs shall include life safety/fire protection plans prepared by a Safety and Fire Protection Engineer (SFPE) licensed in the State of Florida.

D8. The A/E will provide a Certified Independent Third Party that is a licensed Fire Protection Engineer by the State of Florida who will certify the construction documents meet all current NFPA Life Safety Codes as well as all codes pursuant to the VA Fire Protection Design Manual most current at the time of the award of the design contract.

D9. Review A/E Quality Alert for Asbestos as found in the Technical Information Library located on the Office of Construction & Facilities Management. The A/E shall test the project area for ACM during the site investigation and include abating any positive areas in the construction documents.

D10. Prepare a phasing plan for the construction work that will minimize any disruptions to medical center operations that could potentially be caused by this construction project.

D11. All design work shall be completed using REVIT, version 2022 or later for full compatibility with the CAD equipment used at the Medical Center. All other document files shall be prepared using Microsoft products.

D12. All employees of the A/E shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.

D13. The A/E will be required to retain a Third-Party Commissioning Service. The design commissioning services shall begin at the pre-design phase, ending with the final construction documents phase. These services are directly related to the systems to be designed and renovated in this project. Please see the Commissioning Process Manual for the commissioning deliveries and responsibilities. See also Section 7 (Commissioning Services (Cx Agent)) below for a general description, required experience, and qualifications.

Construction Period Services:

A. The A/E will render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the Government without affirmations by the Contracting Officer.

C1. The A/E shall provide a review of shop drawings, product data, and samples during construction as required by the VA RFP documents.

C2. The A/E shall provide a response to RFI(s). The shop drawings, product data, samples, and RFI (s) responses shall bear the stamp of the licensed architect or engineer of record certifying compliance with the VA Requirements.

C3. Other Submittals: The A/E shall review test results, certificates, manufacturer’s instructions, manufacturer’s field reports, etc. as required by the VA.

C4. Project Record Drawings: The A/E will maintain a set of construction documents (field as-built drawings) to record actual construction changes during the construction process. The project record drawings will be given to the VA COR and VA Contracting Officer. The design team shall provide submission of final as-built drawings, shop drawings, manuals, and other documents as noted.

C5. Prepare initial construction cost estimates and completion schedule estimates in Microsoft formats.The anticipatedd construction period is 12 - 18 months.

C6. Prepare construction cost and completion schedule estimates for RFIs (Request for Information) in the form of Information to Contractor’s (ITC) that arise for changes in site conditions and design omissions.

C7. Provide sole source justification documentation and itemized cost estimates for all closed specification items to be used in construction of this project.

C8. Attend and record minutes for all meetings related to the construction contract, including pre-bid and pre-construction conferences, periodic bi-weekly construction progress meetings and other meetings as determined by the COR. (i) A/E shall prepare meeting minutes for each design review session and at all construction progress meetings. Minutes shall be distributed to all attendees for review by the end of the next business day following the meeting.

C9. Review RFI submittals and if required respond with relevant ITC documents within 14 days of receipt from the contractor.

C10. Review material submittals and shop drawings for accuracy and compliance with specifications within 14 days of receipt of the shop drawings received from the contractor.

C11. The A/E will be required to retain a Third-Party Commissioning Service. The construction commissioning services shall begin at the pre-construction phase, ending with the warranty phase (post-commissioning services) of the construction contract. Please see the Commissioning Process Manual for the commissioning delivery and responsibilities. See also Section 7 (Commissioning Services (Cx Agent)) below for a general description, required experience, and qualifications..

C12. Following project completion, review the contractor’s As-Built drawings and provide official project Record Drawings to the government.

Project Coordination: Coordinate with VA for existing and/or planned projects requiring coordination and startup of construction operations.

A. Bldg 100 will be occupied during the performance of the work. Contractor shall be required to furnish a schedule of phasing dates on which the Contractor intends to accomplish work in each specific area the of site, building or portion thereof, in order to coordinate phasing.

B. A temporary emergency backup system shall be designed and made part of the construction documents.

(i) The temporary system shall be sized appropriately to keep the facility running during a power outage. The A/E shall determine how this temporary system will integrate into the existing electrical system and will provide detailed installation drawings documenting all connections. This temporary system shall include all required ancillary equipment including switchgear and grounding.

(ii) The temporary system shall be installed, tested, and functioning prior to any of the demolition projects is allowed to begin.

(iii) The temporary system shall be kept in operation until the project has received final VA acceptance.

(iv) The temporary system shall be decommissioned and removed upon final VA acceptance.

1. Phases of A/E Services: A/E shall provide the services indicated. These services will be provided in distinct phases:

· Schematics – Preliminary User Group Meetings & Field Surveys – first review submission – “SD” Schematic Design

· 65% Submittal –“DD 1” Design Development

· 95% Submittal – “CD” Construction Documents

· 100% Submittal – Bid [Final] Documents

· Project Close-Out Submittal – “As-Built” Construction Documents

· Construction Period Services

2. General Scope

2.1 Design Disciplines/Services: A/E shall engage the services of all consultants in each discipline deemed to be necessary to fulfill the requirements of the project plan. The following are the minimal expected disciplines to be used for this scope of work. A-E may include additional services that should be identified during proposal submission:

1. Demolition: The project demolition work may include structural, architectural, plumbing, mechanical and electrical demolition to clear space for the new systems. The minor demolition of existing landscaping and other items shall be included in this project.

2. Civil/Structural: Work may include architectural modification and structural work. Structural engineering is expected to be completed by a Florida Licensed Structural Engineer for any needed structural reinforcements. All required borings and structural testing shall be completed by the A/E firm. The A/E firm shall proceed with a structural design that will not impede pedestrian traffic at the ground level.

3. Plumbing/Piping: The plumbing systems need to be evaluated and updated to meet the latest Plumbing Codes. Design modifications, additions, and relocations to the plumbing systems and fire protection system must follow the VISN 8 policy and Life Safety codes and other applicable code requirements for a complete certified functional system.

4. Electrical: The electrical systems need to be evaluated and updated to meet the latest Design Criteria. The A/E must evaluate the electrical systems serving the design scope area to determine if there is enough and provide modifications and extensions to the existing electrical systems, security system, communications system, ffire/safetysystem, etc. All panels shall be metered before any planned connection to insure available capacity. This required metering will be the responsibility of the A/E firm to complete. This design shall evaluate existing As-Built drawings and all ongoing electrical upgrade projects during the design process.

5. Life Safety: In addition to in-house staffing, an independent third-party life safety expert must review the design to ensure it meets current life safety requirements.

6. Fire Protection Engineer: The VA requires that all spaces shall be 100% sprinkled throughout the facility. The A/E shall have a fire protection engineer on staff to review and approval stamp the design/build fire protection system in the project as necessary.

7. Special Systems and Equipment: The design will include all special systems and equipment associated with the functions of the space. The A/E shall be required to coordinate the design work directly with the suppliers/ manufacturers of the new equipment and existing to produce a completely designed operational project. All drawings, schematics, and other data available from the equipment suppliers shall be incorporated in the A/E drawings and specifications. The design shall address special systems including but not limited to elevators, fire alarms, telecommunications, security (card access/CCTV), medical gas monitoring, public address, and nurse call systems. Any new building or renovated space must tie into the existing fire alarm system at the facility.

8. Energy & Resource Conservation: Any alterations or new equipment (motors, light fixtures, windows, HVAC equipment, pumps, chillers, water faucets, urinals, toilets, insulation, etc.) shall be energy efficient and resource efficient. This facility’s overall energy usage goal is 142,000 BTU/sq. ft. (142 MBTU/SF). Energy Star, LEEDS and other related criteria shall be utilized. Light bulbs and other equipment shall have very low mercury content or NOT contain mercury at all.

9. Hazardous Material: See Appendix C

2.2 Site Investigation:

1. A physical survey of the site shall be conducted.

2. Any available information relative to existing conditions at the site of the construction will be furnished to the A-E who (unless fee negotiations establish otherwise) will evaluate and verify such information and make field measurements and investigations as necessary to prepare adequate construction drawings and specifications.

2.3 PHRASEOLOGY: The following instructions that relate to common errors in phrasing have evolved from the VA’s experience with A&E specifications:

1. Under “Requirements”, do not use the phrase "the work consists of" – instead use the phrase "the work includes". Drawings should show scope if necessary to list certain parts.

2. In lieu of reference to the accompanying drawings or the Contracting Officer, use the words "as shown", "as indicated", "as detailed" or "as approved", "as directed", "as permitted" - do NOT use the words "as shown on drawings" or "as approved by the Contracting Officer". That clause of the Contract Clauses entitled “Specifications and Drawings for Construction” defines the meaning of these and similar terms.

3. Do NOT use the expression "to satisfaction of the Contracting Officer" or "satisfactory to the Contracting Officer". The contract states specifically that all work must meet the approval of the Contracting Officer.

4. There are two parties to the contract - (1) the Government, represented by the Contracting Officer and (2) the Contractor. Therefore, do NOT use such expressions as "subject to the approval of the architect", "when in the opinion of the architect", "this contractor", "masonry contractor", or "subcontractor". Do not use the term "owner" - use the term "Government".

5. Do NOT use etc.; the term is too imprecise for bidding and inspection purposes.

6. The use of the expression "as indicated on the drawings" is very seldom necessary; the fact that a detail is on the drawings makes it unnecessary to mention it in the specification. If the expression is used and the item is not shown, the contractor is not required to provide it.

7. Do NOT use expressions such as "The work required shall include, unless stated specifically otherwise, the provision of all materials for the installation of all concrete, including reinforcement necessary to the construction and completion of the work per the drawings, the specifications, and the intent thereof". Since the drawings indicate clearly the exact limitations of the several classes of work, defining the limits of work within the specifications is superfluous and may be contradictory by failure to mention something shown clearly and intended to be included.

8. Minimize the use of cross-references and in NO case use paragraph numbers for this purpose. If necessary to refer to a particular paragraph, do so by its title and the section number and title under which it is to be found. Cross -references of the following type are totally unnecessary - "Painting of the woodwork is covered under "'Painting'" or "painting is specified hereinafter". i. Do NOT place upon the contractor the responsibility for the possible inaccuracy of, or the lack of, information on the part of the Government; e.g., never use sentences similar to "although the drawings indicate approximately the conditions that are likely to be found, bidders should satisfy themselves as to the actual conditions, for while they are believed to be shown, the Government does not guarantee the accuracy of the information given and the bidder shall assume all responsibility in the use of such". Remember that the Government is responsible for the accuracy and sufficiency of the information it gives to bidders or contractors and the A&E is in turn responsible to the Government for that same information. It will be necessary to establish in the project specification a definite basis of bid. For example, on a roof rehabilitation project where the extent of defective construction is unknown, the specification shall set forth, as a basis of bid, a definite amount of work to be performed and provide for adjustment per the Contract Clauses if the extent of work varies from the amount stated under the basis of bid.

9. Do not include warranties in technical sections unless they are for more than one year, and generally not unless they are included in the NAVFAC guide specification. A one-year warranty is covered in the Contract Clauses.

10. Do NOT set up a paragraph in the various sections entitled “Work not Included”. Specify the work that is included under the respective sections.

11. Specifications should clearly delineate equipment, ducts and piping systems that are required to be insulated. The phrase "insulating all ducts except in conditioned spaces" has resulted in differences of opinion and claim situations; also, all duct systems should be appropriately designated as supply, exhaust, fresh air intake, or return to further clarify insulating requirements.

2.4 Codes, Standards and Executive Orders:

1. The Public Buildings Amendment Act of 1988, Public Law (Pub. L.) 100-678 requires Federal agencies to follow national recognized "model" building codes. The VA has adopted the latest edition of the following codes and standards as a minimum for all projects performed in the modernization, alteration, addition, or improvement of its real property and the construction of new structures. The VA design Manuals and Master Specifications specify other codes and standards that VA follows on its projects:

i. VA Directives, Design Manuals, Master Specifications, VA National CAD Standard Application Guide, and other Guidance on the Technical Information Library (TIL) (http://www.cfm.va.gov/til/).

ii. International Building Code (IBC) including International Mechanical and Plumbing Codes

iii. NFPA 101 Life Safety Code (see notes below)

iv. NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900.

v. Occupational, Safety and Health Administration (OSHA) Standards

vi. VA Seismic Design Requirements, H-18-8

vii. National Electrical Code (NEC)

viii. National Standard Plumbing Code (NSPC)

ix. Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (ASME) A 17.1.

x. ASME Boiler and Pressure Vessel Code

xi. ASME Code for Pressure Piping

xii. Architectural Barriers Act (ABA) including VA Supplement, Barrier Free Design

xiii. Building Code Requirements for Reinforced Concrete, American Concrete Institute and Commentary (ACI 318)

xiv. Manual of Steel Construction, Load and Resistance Factor Design Specifications for Structural Steel Buildings, American Institute of Steel Construction (AISC)

xv. Energy Policy Act of 2005 (EPAct)

xvi. American Society of Heating and Refrigeration Engineers (ASHRAE) 90.1, Energy Standards for Buildings Except Low-Rise Residential Buildings

xvii. Federal Leadership in High Performance and Sustainable Buildings: Memorandum of Understanding (MOU)

xviii. Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation Management

xix. Executive Order 13514: Federal Leadership in Environmental, Energy, and Economic Performance

xx. The Provisions for Construction and Safety Signs. Stated in the General Requirements, Section 01 00 00, of the VA Construction Specifications

xxi. American Society of Heating and Refrigeration Engineers (ASHRAE), Ventilation for Acceptable Indoor Air Quality – ASHRAE Standard 62.1

xxii. Safety Standard for Refrigeration Systems – ASHRAE Standard 15

2. Additional Notes: NFPA 101 primarily addresses life safety and fire protection features while the IBC addresses a wide range of considerations, including, but not limited to, structural strength, stability, sanitation, adequate light and ventilation, and energy conservation. VA buildings must meet the requirements of NFPA 101 and documents referenced by NFPA 101 in order to comply with the accreditation requirements of the joint Commission. Therefore, designs shall comply with the requirements of the latest edition of NFPA 101 and documents referenced therein. Design features not addressed by NFPA 101 or documents referenced therein shall comply with the requirements of the latest edition of the IBC or as otherwise addressed above in this Program Guide. For design features that are addressed by both the IBC as well as NFPA 101 or a document referenced by NFPA 101, the requirements of NFPA 101 or the document referenced by NFPA 101 shall be used exclusively. This applies even if the IBC requirements are different.

3. Conflicts between Nationally Recognized Codes and Standards and VA Requirements: Should a conflict exist between VA requirements and VA adopted nationally recognized codes and standards, the conflict shall be brought to the attention of the VA. The resolution of the conflict shall be made by the authority having jurisdiction for the VA to ensure a consistency system wide.

4. Design Deviations from VA Standards: When proposing a variation, deliver a written request to the Contracting Officer who will render decision after discussing with COR. Documentation will include the nature and features of the variation and why the variation is desirable and beneficial to the Government. If lower cost is a benefit, also include a high magnitude cost comparison.

2.5 Quality Control

1. Quality Control Plan: The A/E shall prepare a Quality Control Plan (QCP) which includes the following as a minimum:

· Identification and discussion of all organizational and technical interfaces

· Design team members and their areas of responsibility

· Team members responsible for checking the design

· Team members responsible for checking the electronic files

· Team members responsible for reviewing and submitting the required VA Design Alerts and Quality Alerts

· Project Schedule showing key milestones and review periods

2. VA Design Alerts and VA Quality Alerts can be found on the internet at http://www.cfm.va.gov/TIL/ .

3. Quality Assurance: The A/E is responsible for developing and performing quality assurance reviews of all work to confirm that proper criteria, regulations, laws, codes, principles and professional procedures have been used. This includes work performed by subcontractors. The VA shall review all project submissions but this review is general in nature and should not be considered as part of the A/E’s Quality Control Plan and/or Quality Assurance.

4. Quality Certification: The A/E shall certify at each submission in writing that he/she has performed quality assurance reviews of that submission.

3. General Submission Services

3.1 Review Aids: A/E will complete the review aids in Appendix A for each submission to aid the A/E and the COR in ensuring project design level is at appropriate level:

3.2 Drawings:

1. The A/E shall provide electronic copies of drawings at each review step generated in the latest version of AutoCAD or its companion products (digitally signed DWGs) and PDF format in individual sheet files on CD-ROM. Drawing AutoCAD version must be compatible with current facility version AutoCAD 2022. Include all associated support files (i.e. plot styles, external referenced files, etc.). The standard drawing size shall be ARCH E1 (30” x 42”). The format to be used in creating the CAD drawings (i.e. layer / level structure, fonts, font sizing, file naming conventions, etc.) is that of the latest edition of the National CAD Standard (www.nationalcadstandard.org).

a. The A/E shall follow these level / layer formats, file – naming conventions, and symbol library.

b. Drawings are to be drawn from the VA’s “As-Built” or construction drawings updated by site verification, not scanned reproductions.

c. The final sets of the new construction drawings, including the film copies, shall be sealed (embossed & ink stamps) and signed by each respective Professional Engineer in their discipline, Industrial Hygienist, Architect and other necessary licensed professional consultants.

3.3 Estimate Submission Requirements:

1. The A/E shall submit a construction cost estimate from an independent firm for all trade disciplines at each and every project submission in detail as described in Appendix A. This estimate shall reflect the impact of the planned acquisition strategy provided by the COR. The level of detail for this estimate shall be consistent with the degree of completeness of the drawings being submitted. Therefore, if it is shown, it must be priced. If it is shown in detail, it must be priced in detail. For detailed elements, "lump sum" or "allowance" figures will not be acceptable. Building gross area computations shall be included with each estimate. Estimates shall be broken down by AIA divisions. The first page will be a summary page showing deductive bid items, contractor mark-ups, overhead, profit, special insurance, and bonding to reflect true construction costs. The breakdown shall reflect Bid Items 1, 2, 3….. separately; then in aggregate. All construction cost estimates shall conform to the requirements contained in VA Manual for Preparation of Cost Estimates (latest edition). Manual is available on the internet at http://www.cfm.va.gov/cost/

2. THE A/E IS RESPONSIBLE FOR ESTABLISHING INTERNAL CONTROLS FOR KEEPING THE PROJECT DESIGN WITHIN PROJECTED CONSTRUCTION FUNDING. THE A/E WILL BE REQUIRED TO REVISE DESIGN AND RESUBMIT COST ESTIMATES AS NECESSARY (AT NO COST TO THE VA) SHOULD COST ESTIMATES EXCEED CONSTRUCTION FUNDING. Bid Deducts are not to be considered in maintaining the budget – they are intended to support unexpected variables in bidding, not in up front design. See 52.236-22 DESIGN WITHIN FUNDING LIMITATIONS for additional information.

3.4 Proposed Construction Schedule:

1. Proposed Construction Schedule: The A/E shall prepare a proposed schedule for construction that is consistent with the project construction cost estimate. During development of this schedule, due consideration will be given to standard construction practices, durations of tasks, the sequence of construction, procurement of materials, climatic conditions, etc.

2. A/E is responsible to identify potential construction tasks that would minimize disruptions if performed off hours and weekends shall be included along with identification of major utility interruptions.

3.5 Specifications:

1. General: The A/E shall utilize the latest edition of VA Master Specifications as revised and provided by the facility supplemented by the VA Office of Construction and Facilities Management Master Specifications as needed. The VA retains no responsibility for the development or preparation of any specification. While it is recognized that certain Divisions and/or Sections will require significant input from the VA, the A/E retains overall responsibility for these Sections.

2. Electronic Files: All files shall be IBM compatible and provided in an electronic format. Provide in accordance with Supplement “B” sets of specifications (MS Word). The computerized version, format and media of the computer disks and files shall be specified and verified by the VA Project Engineer at the time each submission is due (ZIP files are not acceptable). Provide durable high quality plastic storage boxes at each submission for long term archiving of the disks.

3. Outline Specifications: The A/E shall develop an outline specification listing the proposed guide specifications and the A/E prepared sections that will be used for the project. The outline specification will list the guide specification number and title for each proposed section. Sections shall be arranged within their respective divisions, in numerical order. New specification sections, developed by the A/E, will be numbered to fall in their respective division at a logical location.

4. Editing Specifications: The A/E must thoroughly edit and adapt the Specifications to satisfy the project requirements and provide a complete set of construction specifications. The A/E shall notify the VA in writing should there be instances where there are no appropriate Master Specifications available for use. At the VA’s direction the required specifications will be prepared by the A/E. These specifications shall list the essential features, functions, and other factors to clearly indicate the type and quantity of items/work required. All specifications will be prepared by listing parameters and requirements that can be met by several manufacturers.

5. Construction Contractor Submittal Register: The specifications require the construction contractor to submit shop drawings, samples, manufacturer’s data, certificates, test reports, and other items to the Government. The A/E shall prepare a complete listing of construction contractor submittal requirements on an Excel Spreadsheet. The spreadsheet shall have a separate line for each required submittal and separate columns for Division, Section, and type of submittal (catalog cut, sample, etc).

3.6 Design Site Visits, Meetings/Conferences, and Discussions

1. Site Visits: The A/E shall perform design site visits as required to accomplish the scope of this project. The purpose of these visits is to further define project requirements, observe and evaluate existing field conditions, review any existing documentation, conduct required design meetings, and to gather supplemental site data necessary for performing the design. Reports summarizing the conditions observed, personnel contacted, and data gathered during the visits shall be prepared and included in the Design Development Documentation.

2. Design Review Conferences: Design review conferences shall conduct shortly following the issuance of each review Submission. Refer to Supplement B for the proposed schedule but will typically take place two weeks after the submission date. Design review conferences for the Schematics, Design Development and Construction Document Development phase shall include the A/E Project Manager/Senior Designer. These conferences shall take place at the facilities where the work is being performed.

3. Site Visit and Meeting Minutes: The A/E shall take notes and prepare minutes for all site visits, meetings and conferences attended during design. Minutes will be prepared in typed form, signed by the A/E Project Manager, and furnished to project engineer within seven calendar days after the meeting/conference for concurrence and distribution to attendees. Copies of all meeting/conference minutes will be included in each Submission. Minutes shall include all request for changes by VA. If change is unable to be made, explanation of why shall be provided.

3.7 Infection Control Risk Assessment (ICRA) & Interim Life Safety Measures Evaluations (ILSM)

1. ICRA - The A/E Firm will be responsible to work with the VA COR / Safety Department / and Infection Prevention to develop the “Construction Safety, Infection Prevention and Control Risk Assessment”, as required by VHA Directive 7715 “SAFETY AND HEALTH DURING CONSTRUCTION” The A/E will be given blank Risk Assessment forms to be completed and will allow for review and discussion at each design phase of the project. If the design has multiple phases, or work performed in multiple areas, a separate Assessment needs to be completed for each phase or area. These forms will be included in the specifications and are a part of the design submission requirements.

2. ILSM - The A/E firm will be responsible to identify areas in their design that will require Interim Life Safety Measures in accordance with the latest - The Joint Commission (TJC) Hospital Standard LS.01.02.01. The A/E will clearly define areas requiring Interim Life Safety Measures and the necessary precautions needed. Along with the requirement for Interim Life Safety Measures, the A/E will work with the COR and Safety Department to identify the needs, as well as identify the responsibilities of the Interim Life Safety Measures. These will be clearly defined in both the Specifications and on the Drawings.

4. Design Schedule:

Design schedules shall be submitted to the VA as an 11x17 Microsoft Projects file at the beginning of the Notice to Proceed, with each invoice for payment and shall never be more than 4 weeks old. Time frames below are calendar days. Any requested adjustment to timeline shall be submitted to Contracting in writing:

i. Begin Design (Notice to Proceed): NTP

ii. First Submission of Schematic Design (SD–Schematics): NTP + 28 Days

iii. First Review Meeting and Return First Submission: NTP + 42 Days

iv. Second Submission (Design Development) (DD1–65%): NTP + 84 Days

v. Second Review Meeting and Return Second Submission: NTP + 98 Days

vi. HEFP Review: NTP+114Days

vii. End of Design Development “DD”

viii. Contract Document Stage “CD”

ix. Begin Contract Document Stage: NTP + 115 Days

x. Third Submission Contract Documents (CD1-95%): NTP + 160 Days

xi. Third Review Meeting and Return Third Submission: NTP + 174 Days

xii. Fourth Submission Contract Documents (CD2-100%): NTP + 188 Days

xiii. Fourth Review Meeting and Return Fourth Submission: NTP + 195 Days

xiv. Pre-BID: FY26

xv. Pre-Bid RFI responses: 14 Days

xvi. Final Construction Drawing submission: 30 Days

5. Submission requirements

5.1 First Review: Schematic (DD1) – Roughly 30% complete.

1. Submittals: Three (3) copies of the complete package in 3 separate binders. Each section other than drawings shall be in binder and each section identified by individual tab allowing for easy separation of package by VA if desired to expedite reviews. Drawings shall consist of 1 full size and 2 half size. Provide electronic copies of the entire submission with each section as separate file.

2. All Disciplines: Follow Appendix A

3. Specifications: In addition to Appendix A, submit a cover letter and a list of VA master specifications intended for use on this project.

4. Drawings: In addition to Appendix A, the A/E shall provide a full list of project drawings showing the scope and plan for each discipline involved.

5. Basis of Design Document: Follow Appendix B

6. Acceptance: If the documents do not meet all of the requirements of this submission, then the portions of the documents that are not acceptable by the VA according to the design standards and criteria must be updated by the A/E prior to moving on to the next scheduled submission. Government acceptance does not relieve the Design of Record of their responsibility for the accuracy of the design documents.

5.2 Second thru 100% review:

1. Submittals: Three (3) copies of the complete package in 3 separate binders. Each section other than drawings shall be in binder and each section identified by individual tab allowing for easy separation of package by VA if desired to expedite reviews. Drawings shall consist of 1 full size and 2 half size. Provide electronic copies of the entire submission with each section as separate file.

2. Follow requirements of Appendix A in addition to the following:

i. Previous meeting minutes: Include all minutes from previous meetings.

ii. Site Drawing (if applicable): Ensure drawings show parking and material staging areas of this project. Area shall be balance of reasonable expectation of needed space to perform work and facility situation of limited parking

iii. 100% Submission only: Certified Independent Third-Party Safety Professional Review must be completed and a letter with comments submitted with this submission. The A/E shall make necessary changes to incorporate all review comments (VA, CITP Safety Review, etc.)

iv. Acceptance: If the documents do not meet all of the requirements of this submission, then the portions of the documents that are not acceptable by the VA according to the design standards and criteria must be updated by the A/E prior to moving on to the next scheduled submission. Government acceptance does not relieve the Design of Record of their responsibility for the accuracy of the design documents.

5.3 Final Submission: The Pre-Bid Requests For Information responses are to be incorporated into the 100% drawings to establish the Final Construction signed and sealed set of drawings and furnish the following:

1. Specifications: Two (2) copies of the edited specifications double-sided in loose-leaf form ready for photocopying. One copy in a 3-ring binder, labeled. Format to be as stated earlier under “Specifications.”

2. Drawings: The drawings shall be 100% complete in every respect. Provide four (4) complete sets of drawings, two (2) full-size prints, and two (2) half-size prints. Also, provide two (2) electronic copies of the drawings in accordance with section I.D.6.

i. Provide one sealed set of drawings. Each discipline shall be separately sealed.

ii. Provide all calculations for the project including, but not limited to, architectural, structural, plumbing, mechanical, and electrical.

iii. Provide all project materials, including drawings, specifications, and calculations in electronic format.

6. Construction Period Services (CPS):

6.1 – General: CPA Services shall include, but are not limited to, generation of baseline submittal schedule, review, and approval of construction submittals covering products that have been listed within the contract documents and contractor substitutions, manufacturer’s data/performance sheets, samples, shop drawings, schedules, phasing plans. Compatibility analyses of different materials and recommendations associated with acceptance or rejection of alternate materials and products. Responses to Request for Information (RFI); change order review and recommendations; preparation of cost estimates to Request for Proposal (RFP); cost/time/impact estimates and recommendations relevant to design omissions and construction plan deviations. The VA reserves the right for final approval/disapproval on all RFIs, submittals, change orders and contractor estimate.

1. RFIs: Maintain Log including VA final approval. Review and respond to all design related RFI’s within (7) calendar days.

2. Submittals: Maintain log including VA final approval. Review all submittals for the project within (14) calendar days.

3. Change Orders: The A/E shall review, evaluate, and respond to all contractor change order requests and value engineering proposals.

4. Site visits: documentation of all necessary site visits to the VA Project Engineer within one (1) week after the visit

i. The A/E must also attend the pre bid conference prior to construction.

ii. A/E to attend weekly Construction meeting with VA and Construction Contractor.’

iii. The A/E must conduct one site visit per month during construction.

iv. The A/E must attend the close out punch list after construction of each phase is complete.

5. At project completion, the A/E must verify as built conditions from contractor supplied marked up prints and furnish two (2) updated sets of prints / record drawings (one set to be film), and two (2) electronic copies in accordance with section I.D.6.

6. ASBESTOS – See Appendix C

7. The A/E to perform/witness commissioning of the building systems.

6.2 Hazardous Materials – See Appendix C

6.3. EVALUATION OF CONSTRUCTION CONTRACTOR VALUE ENGINEERING CHANGE PROPOSALS (VECPs):

1. The purpose of a VECP is to achieve savings in cost by adjusting the design so as to permit more economical methods and materials of construction and still maintain the operational, functional and aesthetic quality of the facility. Note that a construction contractor VECP differs from a construction contractor proposed variation or exception to the contract documents in that a VECP must maintain at least the same level of quality as in the original design while a proposed variation or exception could lower the quality of construction. Under the VECP program, the contractor and Government share in the savings resulting from acceptable proposals while a full credit (deduct) in the construction contract price is taken for approved variations or exceptions which are of lesser quality than the original design.

2. In addition to the general requirements, consultation reports on A&E evaluation of VECPs shall include the advantages and disadvantages of the VECP, and economic analysis & justification for recommending approval or rejection of the VECP.

3. In order to avoid tacit delays to construction, Government processing time for VECPs is held to 21 calendar days from the date the Contracting Officer receives the VECP package from the contractor. Accordingly, the A&E shall complete and forward consultation reports on VECPs to the Contracting Officer and COR within five (5) working days from the time of receipt. When the VECP is of the nature that the response requires additional time, the A&E shall notify the Contracting Officer as to the expected date of responses.

6.4 Errors and Omissions:

1. Architect-engineer contractors shall be responsible for the professional quality, technical accuracy, and coordination of all services required under their contracts. A firm may be liable for Government costs resulting from errors or deficiencies in designs furnished under its contract. Therefore, when a modification to a construction contract is required because of an error or deficiency in the services provided under an architect-engineer contract, the contracting officer (with the advice of technical personnel and legal counsel) shall consider the extent to which the architect-engineer contractor may be reasonably liable. The contracting officer shall enforce the liability and issue a demand for payment of the amount due, if the recoverable cost will exceed the administrative cost involved or is otherwise in the Government’s interest. The contracting officer shall include in the contract file a written statement of the reasons for the decision to recover or not to recover the costs from the firm.

2. Reimbursement of costs incurred by the Government as a result of A&E's error and/or negligent performance are actively pursued by the VA. Upon determination that there may be A&E financial responsibility involved, the A&E shall be contacted by the Contracting Officer. The A&E shall be advised of the design deficiency and requested to provide a technical solution to the problem, including cost estimate. The A&E shall be further informed that it is the Contracting Officer’s that the A&E may be held financially responsible. A&E financial responsibility can include contractor extended overhead costs. Therefore, upon notification of potential liability, the A&E should coordinate with the directing official to determine required technical support and timing to minimize delay costs. Pending final decision by the Contracting Officer, the A&E will be invited to attend all price negotiations for corrective work. The A&E shall participate as a non-voting technical advisor to the Government negotiating board. Inability to obtain agreement from the A&E as to financial responsibility or A&E unwillingness to participate in negotiations shall not be cause for delay or remedial construction contract action by the Contracting Officer. As an alternate to the above, the A&E (where design error is clearly at fault) may discharge the firm's financial responsibility through negotiation with, and direct payment to, the contractor.

7.0 Commissioning Services (Cx Agent)

B. Firm and Individual Experience: