S02_Attachment 01 (SOW)_36C24124R0017.pdf

ATTACHMENT 01

Statement of Work (SOW)

15 pages

Providence, Rhode Island VA Health Care System (650)

“Repair & Repoint Bridge and Stone Wall”

ARCHITECT & ENGINEERING

STATEMENT OF WORK

Repair and Repoint Bridge and Stone Walls VA Medical Center Providence, RI

PROJECT 650-24-113

1. GENERAL:

Provide Architect/Engineer professional services to include bridge inspection and report, bridge load rating, design development, construction documents, specifications, cost estimates, construction period services (optional) and site visits.

The Providence Veterans Affairs Medical Center (VAMC) requires bridge inspection, load rating, and repair design services for a bridge that carries Air Force Drive over the Pleasant Valley Brook located on the Providence VAMC campus - 830 Chalkstone Avenue, Providence, RI 02908. The structure is a single-span stone and brick arch that is approximately 8-feet in length and 25-feet in width. The bridge was built in the late 1890s.

General photos and existing bridge plans are included as an appendix to this Statement of Work

(SOW).

2. PROJECT SCOPE OF WORK:

The A/E contractor, henceforth referred to as ‘A/E’, ‘Contractor’ and ‘Designer’, shall provide the following services:

1. A hands-on, in-depth bridge inspection as defined in and following 23 CFR Part 650 Subpart

C: the Federal Highway Administration’s (FHWA) “National Bridge Inspection Standards” (NBIS). The inspection shall include, but is not limited to, superstructure, substructure (above and below the water surface), arch barrel, spandrel walls, wingwalls, parapets, channel, bridge and approach roadways, and traffic safety features. Upstream and downstream concrete lined channel walls are not included in the inspection SOW, unless deficiencies are identified that may compromise the integrity of the bridge, bridge elements, channel, roadway, or bridge embankments.

2. The bridge inspection team shall consist of at least one Team Leader with the qualifications stated in 23 CFR Part 650.309 Qualifications of personnel. Additional team members shall be able to provide documentation of National Highway Institute (NHI) bridge inspection training and prior bridge inspection experience.

3. A bridge inspection report shall be prepared and provided to the Providence Department of

Veterans Affairs (VA) for review and approval. The report shall follow the outline described in the State of Rhode Island, Department of Transportation, Bridge Inspection Manual, October 2013 with July 2016 Addendum 1. The bridge inspection report shall be stamped by a Professional Engineer certifying the bridge inspection. The report shall include recommendations of repair to documented deficiencies. No formal bridge inspection reports exist for this structure.

4. A load rating report to determine the live load capacity of the bridge shall be prepared and provided to the VA. The load rating report shall follow guidance found in the most current version of the American Association of State Highway and Transportation Officials (AASHTO) Manual for Bridge Evaluation (MBE) including all Interim Revisions and supplemented by the State of Rhode Island, Department of Transportation, Bridge Load Rating Guidelines, September 2022. The load rating report shall be stamped by a load rater of record who shall be a Professional Engineer. The load rating shall take in to account any deficiencies documented during the bridge inspection. There are no previous load ratings for this structure.

5. Based on findings of the bridge inspection and load rating, the A/E shall develop construction documents to correct any deficiencies found and/or increase live load carrying capacity based on the preferred design approach/solution to deficiencies selected by VAMC Providence team. Construction documents shall include plans, specifications, and a cost estimate.

Documents and design shall be based on the following:

a. The must current version of the AASHTO LRFD Bridge Design Specifications.

b. State of Rhode Island, Department of Transportation, Bridge Design Standard Details.

c. Rhode Island Department of Transportation, Standard Specifications for Road &

Bridge Construction, 2022 Edition.

6. Construction documents shall include phasing and traffic control plans.

7. The A/E shall be able to provide documentation for performing at least five NBIS level bridge inspections and five live load ratings of similar structures.

8. Construction Phase Services (optional) shall include the following:

a. Attend a Pre-Bid meeting for the project.

b. Respond to inquiries and requests for clarification during the construction contract solicitation period of the project.

c. Attend a Pre-Construction meeting.

d. Provide an evaluation of the construction cost of the apparent low bidder or best qualified proposer.

e. Review and approve submittals from the construction contractor.

f. Respond to inquiries and requests for clarification during the construction of the project.

g. Prepare supplementary construction documents and cost estimates for any construction modification or change order required.

h. Make periodic visits to the project site during construction, when requested by the VA.

i. Conduct a final inspection of the substantially completed project.

j. Provide record drawings of the completed construction project.

The A/E shall be responsible for the entire design of this project. The A/E shall prepare written limitations on construction operations and include these construction limitations in the construction documents. Such limitations on construction operations shall ensure the continued safe operation of the existing hospital during construction of the project.

The design must include a construction phasing plan that minimizes any negative effects to the normal operations of the medical center. Any disruptions to existing operations of this VAMC that are proposed by the A/E must be approved by the VAMC.

Coordination, Constructability, Phasing and Maintainability

CDs are developed to be constructed, and their development must address the issues of coordination, constructability, phasing and maintainability, all which impact construction schedule, cost and operations.

Coordination is required to ensure that the documentation of all disciplines, and of the documents within each discipline (plans, sections, details, specifications, Basis of Design) agree with each other, convey the same information, and do not have conflicts. It is a requirement that A/E dedicates the appropriate time and staff to fully review and ensure coordination of all project documents before submission to avoid request for information (RFI), change orders and delays.

Constructability is the ease and efficiency of the construction process. All construction documentation must be reviewed to optimize constructability by eliminating or minimizing potential obstacles, including incompatible systems, untried techniques or details, overly long-lead items, uncoordinated or incomplete CDs or overly complex phasing.

Phasing is the planned sequential construction of portions of a project. The A/E shall develop clear and concise phasing documents for all disciplines so that the work during and at the end of all phases is complete and coordinated.

Maintainability means the facility is designed and constructed in a manner which promotes efficient and high-quality maintenance procedures with minimal impact to facility function and operations. The A/E must review design concepts for maintainability with facility personnel early in the project to obtain their input. A facility design with maintainability as part of its central planning will result in increased user satisfaction, greater equipment longevity and lower life cycle costs.

3. PROJECT SCHEDULE:

Start Project: As indicated in the Notice to Proceed (NTP).

Bridge Inspection Report & Bridge Load Rating Report: 180 calendar days from NTP.

Program of Design due: 180 calendar days from NTP.

30% Design Documents due: 210 calendar days from NTP.

60% Construction Documents: 260 calendar days from NTP.

100% Construction Documents: 325 calendar days from NTP.

Final Construction Documents: 365 calendar days from NTP.

5. COST ESTIMATING REQUIREMENTS:

a. The A/E shall develop a detailed construction cost estimate, which will be developed simultaneously with each stage of the design and shall be submitted at each stage of the review process. The construction cost estimate shall reflect the expected construction cost and construction time for all work as soon as that work is identified, and a reasonable approximation of the required details can be arrived at.

b. The cost estimate shall be broken down into labor, material and equipment costs for work required by the major disciplines, i.e., Architectural, Structural, Mechanical, Plumbing, Fire Protection, and Electrical. The work grouped under each major discipline shall be placed into the appropriate VA Master Construction Specification Division using MasterFormat 2004 (MF04).

c. Each sub-component of an assembly must be identified separately, and each component of that sub-assembly's cost must be listed in R. S. Mean’s format. In addition to the printed copy, the A/E shall submit the estimate in Excel electronic spreadsheet format on CD ROM.

d. As construction costs for the Providence, Rhode Island, area is substantially different from other areas, particularly Boston, the A/E is required to confirm each section with appropriate databases, manufacturers, sub-contractors, and general contractors to ensure that the various sections are accurate. Also, as the various factors involved in construction estimating can change rapidly, it is required that the A/E develop the estimate using an Excel spreadsheet that can easily accommodate these changes. The A/E will determine actual local overhead and profit mark-ups. These factors shall be presented in the following manner: The overhead and profit will be carried in separate columns together with each line-item (by means of embedded formula in the spreadsheet version and therefore adjustable as the need arises) and therefore will carry across to the totals column to be included in the "Grand Total". Therefore, the "Grand Total” number should reflect the anticipated low bid from a qualified general contractor.

e. The construction cost estimate for this project shall be prepared in conformance with the VA

Manual for Preparation of Cost Estimates for Hospital Projects and VA Program Guide PG-18- 15.

4. PLANNING INFORMATION/STANDARDS:

a. General Codes and Standards: The applicable portions of Government criteria in conjunction with industry standards shall govern the design and preparation of contract drawings, specifications, cost estimate, and design analysis. The design shall also satisfy applicable State of Rhode Island criteria. Emphasis is placed on the following documents that establish minimum requirements. This includes but is not limited to the following:

1. United States National CAD Standard and VHA National CAD Standard

Application Guide

2. VHA Program Guide 18-15 A/E Submission Requirements – Volume C

3. VA Manual for Preparation of Cost Estimates and Related Documents

4. Providence VAMC Design & Construction Standards

b. The A/E shall obtain all data necessary to prepare the design documents required. The A/E shall confirm all existing conditions and field verify the as-built drawings provided by the VA.

The A/E is wholly responsible for both the accuracy and the level of completeness of the final product and failure to verify information is not acceptable. Information (drawings and other documentation) provided to the A/E by the VA or any other government source shall be used for reference only.

c. Sustainability: VA encourages A/E project teams to achieve the highest LEED level possible within the scope and budget of each project. The project team is also encouraged, but not required, to pursue third party review and formal LEED Certification with the U.S. Green Building Council and display the seal in the facility.

d. Environmental Regulatory Permits - Responsibilities for environmental permits include:

1) The designer shall contact the appropriate Federal, State, local, and interstate pollution and environmental control agencies to determine the permits required and the procedures and documentation necessary to obtain them. A written record of each such contact shall be prepared and furnished within five working days to the Project Manager with copies to all parties involved.

2) Where formal documents are required to be submitted to obtain permits, the designer shall prepare all such documents and provide them in a "ready for signature" condition. This includes necessary copies of the plans, specifications, design analyses, and other required supporting documentation. After review by the VA and comment incorporation, the corrected documents will be forwarded by the VA to the installation for signature by the appropriate official and submission to the appropriate agency. Permit requirements shall be ascertained and documented by the designer during the Concept Design stage.

3) The designer shall provide the following information and data for each required permit with the Concept submittal:

a) Permitting authority (State, local, etc.).

b) Type of permit required (construction, operation, etc.).

c) Procedure and time necessary to complete the permit application.

d) Fees required.

e) Statement that the project is covered by variances or that permits are not required. If a variance is required, the procedures for obtaining the variance shall be provided. If a permit is not required, reasons and supporting justification (i.e., cite State, local, and/or other regulations) shall be furnished.

f) An evaluation of all State and/or local regulations to determine if monitoring devices are needed. Where required, monitoring devices shall be included in the project design.

4) The designer shall provide the completed permit applications not later than the Interim submittal or 60 days prior to the Final submittal, whichever is earlier. Permit applications shall be ready for signature by the appropriate official and submission to the approving authority.

5) With the Final submittal, the designer shall provide all supporting documents, plans, and specifications. The designer shall also have accomplished the necessary coordination to obtain permit application approvals.

e. NEPA Compliance: Complete the VA’s NEPA (National Policy Environmental Act) checklist to evaluate whether the environmental attributes of Veterans Health Administration (VHA) construction, real property transfer, enhanced use and similar projects will have a significant impact on the environment. Conduct additional environmental reviews as required by the results of this initial evaluation. Ensure the project complies with NEPA requirements in accordance with VA practices and policies.

f. NPDES Compliance: The NPDES storm water program requires construction site operators engaged in clearing, grading, and excavating activities that disturb 1 acre or more, including smaller sites in a larger common plan of development or sale, to obtain coverage under an NPDES permit for their storm water discharges. Rhode Island is authorized to implement the Storm water NPDES permitting program. Operators of regulated construction sites are required to develop and implement storm water pollution prevention plans and to obtain permit coverage from the State of Rhode Island. Comply with Rhode Island Pollution Discharge Elimination System (RIPDES) Storm Water Discharge Associated with Construction Activity:

1. For any construction project that will disturb greater than one (1) acre ( including but not limited to, clearing, grading, excavation, and filling) but less than five (5) acres requires the submission of a Notice of Intent (NOI) in accordance with Part III.A.9 & 10 of the RIPDES Regulations. The proper forms can be found by following the below link and clicking on “Notice of Intent” in the Table of Contents:

http://www.dem.ri.gov/pubs/regs/regs/water/ripdesca.pdf

2. For any construction project that will disturb an area equal to or greater than five (5) acres, authorization to discharge will only be granted upon notification from the RIDEM after review of the NOI and Storm Water Pollution Prevention Plan.

g. Storm Water Control: Comply with Title IV, Subtitle C, Section 438 of the Energy Independence and Security Act of 2007: This act provides that "the sponsor of any development or redevelopment project involving a Federal facility with a footprint that exceeds 5,000 square feet shall use site planning, design, construction, and maintenance strategies for the property to maintain or restore, to the maximum extent technically feasible, the predevelopment hydrology of the property with regard to the temperature, rate, volume, and duration of flow. Consider the storm water generated by the project and design the project to Natural Ground Cover (i.e. Forest like) conditions. Documentation required by the A/E to meet these conditions include:

A site evaluation and soils analysis Calculations for the 95th percentile rainfall event Site design and storm water management practices incorporated into the design.

Design calculations for each storm water management practice

Volume of storm water managed by each storm water management practice implemented above

Operations and maintenance protocols implemented in the design to manage storm water

h. Sustainable Design and Energy Reduction: The VA requires that the project comply with The Energy Policy Act of 2005, Executive Order 13423 (Strengthening Federal Environmental, Energy and Transportation management), EISA 2007, the VA Sustainable Design and Energy Reduction Manual, and all applicable energy codes and standards. The following requirements apply:

1. New Construction: The project shall be designed to achieve an energy consumption level that is at least 30% below the level achieved under ASHRAE Standard 90.1-2007, if lifecycle cost effective. Use Appendix G of ASHRAE Standard 90.1-2007 to document the energy savings.

Should the 30% reduction in energy consumption prove not to be lifecycle cost effective, then the designer shall evaluate alternative designs at 5% successive decrements in order to identify the most energy efficient design that is lifecycle cost effective. The following parameters shall be used for performing the analysis:

20-year life-cycle period for system comparisons Use Public domain programs such as TRACE, E-CUBE, Carrier E20-II, Energy Plus, etc.

3% Discount Factor; and Neither method shall include taxes nor insurance while computing cost.

2. For the project, renewable energy systems (geothermal, heat recovery, wind, PV solar, solar hot water, etc.) shall be evaluated for life-cycle cost effectiveness.

3. Specify Department of Energy, Energy Star labeled equipment.

4. Specify equipment that qualifies for utility rebate and/or incentive programs of local utility providers and provide complete documentation required by local utility providers to obtain utility rebates and/or incentives.

5. Design the building envelope, HVAC system and equipment, building service water heating equipment and design, interior and exterior lighting and lighting design, and building and site electrical designs to meet the requirements of ASHRAE 90.1-2007.

6. Provide an Energy Code and Sustainability Review Report, LEED Review Report, and Life Cycle Cost Calculations as part of the design analysis that is submitted with each design submittal; design analysis shall be in digital form.

7. The A/E must possess design team members with Leadership in Energy and Environmental Design (LEED) certification and Certified Energy Manager (CEM) certification.

8. The VA will conduct an energy review of each design submittal to ensure compliance with these requirements and provide written comments. The A/E shall provide written responses to the VA energy review comments to indicate the designer’s intention to comply, or the reasons why the comments are not to be included in the project.

7. MEETINGS:

The A/E shall attend meetings at the time and place requested by the Contracting Officer or his Representative. Minutes of the meetings shall be taken by the A/E and submitted to the Contracting Officer or his Representative. Meetings shall include the following:

a. Pre-Design Meeting - The A/E shall meet with the Contracting Officer and/or his

Representative (from Facilities Management Service), and, if applicable, the Using Service's Representatives, to determine project requirements, the arrangement of the areas, and to clarify the scope of work.

b. Design Review Meetings-The A/E shall attend meetings with the Contracting Officer and/or his Representative (from Facilities Management Service), and the Using Service's Representatives during field investigations and for review conferences as needed to advance progress of the work. As a minimum, attend one review conference after each submission of the project design documents.

c. Attend one Pre-Bid meeting and one Pre-Construction meeting (optional).

8. DESIGN SITE VISITS:

The A/E shall visit the proposed project site to obtain the details and specifics of the relevant existing field conditions in order to fully complete the work of this project without omission. Such visits shall include a thorough inspection of normally enclosed or inaccessible areas such as spaces above the ceilings, within walls or chases, in pipe crawl spaces, and in or under basement floors.

Where necessary, A/E shall arrange to have walls or ceilings opened to examine the interior or hidden conditions to provide complete drawings. Arrangements for visits to make inspections should be made by contacting Facilities Management Service, at least 48 hours before the visit.

9. ANSWERING INQUIRIES & ISSUING AMENDMENTS:

The A/E shall provide prompt answers and recommendations to inquiries made by the Government. In the event of error or omission, The A/E shall issue design amendments to the project documents to clarify the documents. Those amendments required to correct omissions or errors made by the A/E shall be at no additional cost to the Government.

10. FIRE CODE REVIEWS: Deleted

11. QUALITY ASSURANCE/QUALITY CONTROL

The A/E is responsible for the quality of the project design. The A/E shall develop, execute, and demonstrate that the project plans and specifications have gone through a rigorous review and coordination effort. Submit a detailed QA/QC Plan describing each step that will be taken during the development of the various phases of design. The A/E shall include all sub-consultants in the QA/QC Plan. The plan shall include a process where a senior member of the firm verifies compliance with all elements of the firm’s QA/QC Plan.

12. DESIGN SUBMISSIONS:

The A/E shall retain file copies of all items forwarded to the Contracting Officer or his Representative under various design review submissions. Intent of such a requirement is to save time by resolving questions over the telephone, to ensure that copies are available in the event of loss or damage to the originals during reproduction, and to facilitate rework of documents for amendments made necessary by discovery of problems during later stages of project development.

The same official of the A/E firm with whom the contract was negotiated shall sign all correspondence with the Contracting Officer or his Representative. All submissions (drawings, specifications, cost estimates, design analysis, etc.) shall be legibly identified as the percent (%) of design submission. Each submission shall incorporate the comments made by the VA at the prior review stage.

a. Design Analysis (Basis of Design): Provide design analysis, in letter size format, bound together, and divided into appropriate sections by design discipline. Each design analysis shall describe in detail (with all assumptions specifically identified), (1) the scope of work (as the A/E understands it) with the specific objectives of the project, (2) the applicable Federal, State and Local regulations, codes and standards, with distinction made as to which reviews, approvals and permits are required during the design stage, and which are required before, during and after the construction stage, (3) any preliminary design calculations prepared by each design discipline (architectural, structural, civil, mechanical, electrical, fire protection, and others as necessary), (4) reports of site visits, (5) meeting minutes, (6) results of assessments and evaluations of alternative designs, and (7) all other relevant data. The design analysis shall be updated through each stage of submission and must reflect any changes in the development of the scope of work due to review comments, formal changes to the contract, or any other communication (written or oral) between the VA and the A/E.

b. Drawings: Base all original drawings on standard VA guidelines. Drawings shall be done in plan view at a minimum scale of 1/8" = 1 '0", where necessary, and generally 1/4" = 1'0" or larger when possible to fit on sheet. Details shall have a minimum scale of 1/4" = 1'0", and if possible, it is preferred larger. All details, title blocks, base plans, etc., shall be drawing as "XREFS" bound to the drawing for submission purposes and final issue only. All other usage shall be drawing from a common Master Set, daily if required, from a source maintained on the architect’s master database. The database shall be available by modem to all design disciplines and the VA. The purpose of this requirement is to ensure consistency and to eliminate design conflicts by guaranteeing that common elements of the design stay common elements throughout the design life of the project.

Drawings shall be independent for architectural, mechanical, electrical, structural, civil, and any other design disciplines for the project, and shall show, on separate views required demolition and reconstruction details for each function.

Drawings shall be prepared in accordance with United States National CAD Standard and VHA Program Guide 18-3, VHA National CAD Standard Application Guide. Electronic version of drawings shall be submitted using IBM compatible "AutoCAD" 2017 and in Portable Document Format (.pdf). More recent AutoCAD releases are acceptable, with downwards compatibility to the 2017 release. Final drawings shall be plotted in ink on 30" x 42" polyester film sheets. Sepias are not acceptable as original drawings. Final drawings submitted by the USACE shall be originals, shall be the result of field investigation as described above, and shall not be direct takeoffs or tracings of any drawing provided as information.

Final drawings shall bear the VA title block and nomenclature on polyester sheets as are the sample sheets supplied by the VA. All drawings in a project set shall be on the same type and size sheets. All drawings are required to show existing conditions as of the date of the design submission.

All contract drawings shall be produced with a view to the use of half-size reductions.

Pertinent criteria to assure this result are as follows:

1. Drawings shall provide uniform photographic quality.

2. Minimum lettering height shall be not less than 1/8 inch.

3. Legends and symbols as well as size, spacing and location of notes, dimensions, etc.

shall be such as to produce legible half-size reproductions.

4. No lettering, shading or marking on the reverse side is acceptable.

5. Clearly distinguish between new work and existing work.

6. Graphic scales shall be provided on all drawings.

b. Specifications: Provide complete project specifications, to include all sections of CSI

Divisions 1-50 that, in the opinion of the A/E, are necessary to properly and adequately construct the project by a construction contractor. Specifications shall be based on the VA Master Construction Specifications using the current 6-digit Master Format numbering system. Specifications shall be prepared in MS Word, IBM compatible format. Review and edit the applicable sections of the specifications as to completeness, relevance, and correctness. Delete references to industry standards and to other specification sections that do not apply to this project. Provide proper cross-references to other specifications that apply to the work. The intent is to provide specifications that are suitable for the project intention and detailed enough to enable the contractor to perform the work in the best and most cost-effective manner possible. It is equally important that the A/E “edit out" portions of the specifications that add additional cost to the project without additional value or quality. Not every portion of the master specification is appropriate to this project. Where choice of items is referenced in the specification section, consult with VAMC Facilities Management Service for direction on which option to select. The construction contractor shall not be provided options or choices to select from but must be provided the specific selection. Obtain from VAMC Providence Facilities Management Service the name and type of specialty materials and equipment that are required for use on the project. All materials shown in the specifications shall, if named specifically by brand or production name, carry the statement "or approved equal" and shall include specific material performance requirements that must be satisfied.

Exception may occur due to previously purchased or installed items interacting with new construction. In this situation, items used should be the same as existing or matched accordingly. The VA shall provide information on such items. Specify construction in detail in all the specification sections. Tolerances, and workmanship, shall not be allowed to default to "common industry/construction practices”, or any similar vague standard.

The legal precedence of the specifications over the drawings shall not be used to resolve design ambiguities between the drawings or notes necessary for clarity. Any contradiction, ambiguity, or statements subject to various interpretations shall be immediately corrected to reflect a single clear intention.

Incorporate the Providence VAMC’s local specification requirements into the specification package including specifications relating to data communications and cabling requirements, Fire wall/smoke barrier penetration permitting requirements, Hot Work permitting requirements, infection control permitting requirements, fire alarm system requirements, security system (Pegasys), HVAC digital control systems (Metasys), Code Blue and Team 3 Nurse call systems, PA systems and other local pertinent specifications and general conditions that relate to work and construction at the Providence VAMC.

Ensure all specification requirements are consistent with other sections and with information reflected in the drawings or the A/E may be held liable for costs incurred by the government for these and similar A/E design errors and inconsistencies in the specifications and drawings. A shop drawing submittal list (Submittal Register) in Microsoft Excel shall also be included in the specifications.

d. Construction Duration Schedules: The A/E shall submit with each design submission a schedule for the project indicating construction milestones and long lead items. The schedule will be in enough detail to accurately estimate the proper construction duration.

e. Minimum Requirements for Submissions to VAMC Providence: The cost of reproduction of all review materials is included in the contract amount. Submissions shall be made to VAMC Providence in accordance with the requirements of VA Program Guide PG- 18-15 Volume C, A/E Submission Instructions for Minor and NRM Construction Program dated November 2008, and the following:

(1) PROGRAM OF DESIGN DOCUMENT SUBMISSION. The following quantities of design review material are required:

(a) 2 copies of bound report

(b) 1 Electronic Media (CD ROM) copy of the report.

(2) CONCEPT DESIGN DOCUMENT SUBMISSION (Preferred Alternative):

The following quantities of design review material are required:

(a) 2 copies of Drawings (Black line on bond paper, suitably bound)

(b) 2 copies of Design Analysis

(c) 1 copy of the Construction Cost Estimate

(d) 1 Electronic Media (CD ROM) copy of the above documents

(2) SCHEMATIC DESIGN SUBMISSION (30% Design Document Submission).

The following quantities of design review material are required:

(a) 2 sets of full-size Plans (Black line on bond paper, suitably bound)

(b) 1 set of Construction Cost Estimate

(c) 2 sets of marked-up Sections of the VA Master Construction Specifications

(d) 2 sets of Design Analysis

(e) 1 copy of the Construction Duration Schedule

(f) 1 Electronic Media (CD ROM) copy of the above

(3) CONSTRUCTION DOCUMENT SUBMISSION (60% & 100%): The following quantities of design review material are required for each submission:

(a) 1 set of full-size Plans (Black line on bond paper, suitably bound) and 2 half size Plans.

(b) 1 sets of Construction Cost Estimate

(c) 2 sets of Construction Specifications

(d) 2 sets of Design Analysis

(e) 2 copies of the Construction Duration Schedule

(f) 1 copy of A/E responses to VA comments of previous submission

(g) 1 Electronic Media (CD ROM) copy of the above

(3) CONSTRUCTION DOCUMENT SUBMISSION (Final): Upon completion of all revisions, submit the following items:

(a) 3 Electronic Media (CD ROM) copies of the final project documents, with all project documents recorded on a single CD ROM, and each copy containing the following:

CAD/BIM drawings in IBM compatible "AutoCAD" version 2017, and Autodesk “Revit” version 2019.

drawings in Portable Document Format (pdf) the final specifications in Microsoft Word format the final specifications assembled into a single file in Portable

Document Format (pdf) final construction cost estimate in Microsoft Excel Final Design Analysis in a single file in Portable Document Format

(pdf).

Construction duration schedule in Portable Document Format

(pdf).

(b) 3 full size sets of Plans (Black line on bond paper, suitably bound) and 3 half size sets of Plans.

(c) 1 set of Original Reproducible Specifications

(d) 1 copy of A/E responses to VA comments of previous submission

(e) 1 copy of documentation that demonstrates compliance with the A/E’s QA/QC

Plan

(4) CONFORMED CONSTRUCTION DOCUMENT SUBMISSION: Upon completion of the final design of the project and the award of a construction contract, submit the following items prior to the start of construction work as Conformed Project Documents:

(a) 3 Electronic Media (CD ROM) copies of the final project documents, with all project documents recorded on a single CD ROM and with all addenda information incorporated into the project drawings and specifications. Each copy shall contain the following:

CAD/BIM drawings in IBM compatible "AutoCAD" version 2017, and Autodesk “Revit” version 2019.

drawings in Portable Document Format (pdf) the final specifications in Microsoft Word format the final specifications assembled into a single file in Portable

Document Format (pdf)

(b) 1 set of Original Reproducible Plans, with seal of the design professional on each sheet.

(c) 1 set of Original Reproducible Specifications

f. Delivery Media and Format for Final Documents

1. Format: CAD Drawings shall be prepared in accordance with VHA Program Guide 18-3, VHA National CAD Standard Application Guide. A copy of all data and files developed under this project shall be delivered to the Government in digital format. The data files should be provided on compact disk (CD ROM) in ISO 9660 format. A “Readme.txt” file must be included with the delivered digital media that includes normal transmittal information.

2. Label: The external label for each digital media shall contain the following information:

a. Contract Number and date.

b. Format and version of operating system software, name and version of utility software used for preparation and copying files to media.

c. Sequence number of digital media.

d. List of file names on the digital media

3. Quality Assurance/Quality Control: Before a file is placed on the delivery digital media the following shall be performed:

a. Remove all extraneous graphics outside of the border area and set the active parameters to a standard setting.

b. Check to ensure that all reference files are attached without device or directory specifications.

c. All digital files shall be delivered to the Government uncompressed.

d. Include all files both graphic and non-graphic required for the project (i.e. color tables, pen tables, font libraries, symbol libraries, user command files, plot configuration files, AML plot routines, etc.).

e. Make sure that all support files such as those listed above are in the same directory and that references to those files do not include device or directory specifications.

f. Include any standard sheets (i.e. abbreviation sheets, standard symbol sheets, etc.)

necessary for a complete project.

g. Document any fonts, tables, symbols, cells/blocks, line styles/types, details, reference drawings, etc., developed by the contractor, or not provided among the Government furnished materials. The contractor shall obtain Government approval before using anything other than the Government standards.

h. Each finished CAD drawing or map shall have its own separate plot file. The plot file for each finished drawing shall be provided to the Government in a specified plotter configuration.

g. Ownership: All electronic files created and reimbursed for this project shall be the property of the Department of Veterans Affairs.

13. CONSTRUCTION PERIOD SERVICES: (Optional Service).

The construction period service will commence with the award of the construction contract and will terminate with the acceptance of the completed construction by the VA. Services shall include the following.

a. Review of submittals - within fifteen (15) calendar days after receipt of submittal the A/E shall complete the review of contractor submittals and return the submittals to the VA.

b. Review of requests for information and change order cost proposals, and preparation of supplementary drawings or other documents that may be required to clarify or supplement the contract documents, shall be completed by the A/E within fifteen (15) days after receipt of request.

c. Preparation of as-built drawings by incorporating changes from the marked-up set of prints prepared by the contractor onto the original drawings. As-built drawings to be in IBM compatible “AutoCAD” version 2017, and Autodesk “Revit” version 2019 - within sixty (60) days after receipt of the contractor's marked-up documents.

14. CONSTRUCTION PERIOD SERVICE AND SITE VISIT: (Optional Service).

a. The A/E shall provide construction period service which will include:

(1) Timely review of shop drawings and material submittals.

(2) Answer inquiries and provide clarifications on design and contract issues.

(3) Preparation of cost estimates for any change order or extra work required.

b. An estimated eight (8) A/E site visits will be required, in addition to the final inspection and site visits made necessary by clarification of design, contract, or existing conditions not properly addressed in the contract documents. On each visit a field inspection of all contract work will be conducted, and assessment of progress made, and a written inspection report prepared and submitted to the VA Medical Center.

c. The A/E shall participate in the final inspection of the project work upon completion by the contractor.

d. The A/E shall submit a written report to the COR for each site visit performed. Additionally, the A/E shall maintain a record of site visits, recording thereon the date of each visit, the hours thereof, the purpose of the visit, their personnel involved, VA personnel contacted, and conversations made. The site visits made by the A/E for his own benefit or because of deficiencies in the A/E's performance shall be at no additional expense to the government

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