36C25718R0346-001.docx

36C25718R0346

1. SOLICITATION NUMBER

2. TYPE OF SOLICITATION

3. DATE ISSUED

PAGE OF PAGES

4. CONTRACT NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

6. PROJECT

NUMBER

7. ISSUED BY

CODE

8. ADDRESS OFFER TO

a. NAME

b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date) 12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12b. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

STANDARD FORM 1442 (REV.

8/2014)

STANDARD FORM 1442

Prescribed by GSA-FAR (48 CFR) 52.236-1(d)

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

SOLICITATION

SOLICITATION

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

SEALED BID (IFB)

NEGOTIATED (RFP)

11. The Contractor shall begin performance within ____________ calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory negotiable. (See _____________________________).

YES

NO

a.

Sealed offers in original and ___________________copies to perform the work required are due at the place specified in Item 8 by _____________ (hour) local time _____________________ (date). If this is a sealed bid solicitation, offers must be publicly opened at that t ime. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, the date and time offers are due.

b.

An offer guarantee is, is not required.

c.

All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d.

Offers providing less than _______________________ calendar days for Government accepta nce after the date offers are due will not be considered and will be rejected.

36C25718R0346 X 674-18-1-3280-0001 674-280 Department of Veterans Affairs Network Contracting Office (NCO) 2002 Scott Blvd Temple TX 76504 Department of Veterans Affairs Network Contracting Office (NCO) 17 2002 Scott Blvd Temple TX 76504 Camille Dye 254-899-6019 Design-Build Construct Visitor Parking Garage Phase II Project #674-280

This procurement is a Firm-Fixed-Price (FFP) two-phase design-build contract in accordance with procedures set forth in FAR Part 36.

The first phase of the solicitation will be posted for not less than fourteen (14) days to offerors. After evaluations are co nducted, the contracting officer will select the most highly qualified offerors (not to exceed five) and then request that only those offerors submit proposals for the second phase of the solicitation. The second phase solicitation will allow contrac tors thirty (30) days to provide proposals to the government.

***Offerors are instructed to only submit phase I proposals unless directed otherwise.***

Description of Work: Project is for the complete design/build services for the construction of a new Parking Garage structure located at the current Parking Lot F, south parking at the Olin E. Teague Veterans Medical Center, Temple, TX. The proposed location is north of the VA Hospital, Building 204. Contractor shall provide all necessary design/ build services, to include but not limited to, provide all necessary labor, materials, too ls, equipment, permits, licensing, and supervision to design and construct the parking garage structure and other specific tasks as further defined by the attached Statement of Work (SOW). Design criteria shall comply with VA specifications and all applicable city, county, state, and federal regulations and codes and OSHA standards. See VA web-site:

http://www.cfm.va.gov/TIL/spec.asp for VA Specifications.

NOTE: AWARDEE must comply with requirements found in 804-1102 VERFICATION OF APPARENTLY SUCCESSFUL OFFEROR (OCT 2010)

*Only the Offerors selected to submit a II Phase proposal shall submit a Bid Guarantee wit h their proposal.*

Awardees must provide all necessary level of Performance, Payment bonds and Insurance Certifications.

T HIS REQUIERMENT IS A “COMPETITIVE” OFFER, SET-ASIDE FOR SERVICE DISABLE VETERAN OWNED SMALL BUSINESSES (SDVOSB); UNDER

PUBLIC LAW 109-461 (38 USC 8127).

Magnitude of Construction Project: Between $5,000,000.00 and $10,000,000.00

This project is subject to statutory cost limitations in accordance with FAR 36.205.

x 52.211-10 X

10:00 AM CDT

04-20-2018 X

14. NAME AND ADDRESS OF OFFEROR

15. TELEPHONE NUMBER

16. REMITTANCE ADDRESS

CODE

FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of the solicitation, if this offer is accepted by the Government in writing within __________ calendar days after the date offers are due.

AMOUNTS

18. The offeror agrees to furnish any required p erformance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

AMENDMENT

NUMBER

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER 20b. SIGNATURE 20c. OFFER DATE

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND

APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c)( 41 U.S.C. 3304(a) (

26. ADMINISTERED BY

27. PAYMENT WILL BE MADE BY

PHONE:

FAX:

28. NEGOTIATED AGREEMENT

29. AWARD

Your Contractor agrees offer on this solicitation is hereby accepted as to the items listed. This to furnish and deliver all items or perform all work requirements identified award consummates the contract, which consists of (a) the Government on this form and any continuation sheets for the consideration stated in solicitation and your offer, and (b) this contract award. No further cont-this contract. The rights and obligations of the parties to this contract ractual document is necessary.

shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31a. NAME OF CONTRACTING OFFICER

TO SIGN

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. AWARD DATE

BY

OFFER

AWARD

STANDARD FORM 1442 (REV. 8/2014) BACK

(Include ZIP Code) (Include area code) (Include only if different than Item 14.)

(Insert any number equal to or greater than the minimum requirement stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each) (Type or print) (4 copies unless otherwise specified) (Type or print) (Type or print) (Contractor is required to sign this document and return _______ copies to issuing office.)

(Contractor is not required to sign this document.)

(Must be fully completed by offeror) (To be completed by Government)

CONTRACTING OFFICER WILL

COMPLETE ITEM 28 OR 29 AS APPLICABLE

674-36X0111-3280-850100-3126 Department of Veterans Affairs Network Contracting Office (NCO) 17 2002 Scott Blvd Temple TX 76504 Department of Veterans Affairs

FMS-VA-2(101)

Financial Services Center PO Box 149971 Austin TX 78714-9971 Lindsey Hooge Contracting Officer

Table of Contents

A.1 PRICE/COST SCHEDULE

ITEM INFORMATION

Page 1 of Page 1 of

INFORMATION REGARDING BIDDING MATERIAL, BID GUARANTEE AND BONDS

INSTRUCTIONS, CONDITIONS AND OTHER STATEMENTS TO BIDDERS/OFFERORS

INSTRUCTIONS TO OFFERORS

Only Phase I proposals are to be submitted by 10:00 AM CDT, April 20, 2018. Upon evaluations, the five (5) most highly qualified offerors shall be notified to submit proposals for Phase II. Do not submit proposals with Phase II evaluation factors or price during Phase I, as they will not be evaluated during this phase.

Phase I evaluations will consist of submission of the following three (3) factors and should be submitted with a total of four (4) copies of these evaluation documents as follows:

Factor 1 –Technical Experience Factor 2 – Construction Management Factor 3 – Past Performance

These factors and descriptions can be found on page 18 of the solicitation.

Note: Job specifics and site visit will be conducted during Phase II.

***OFFERORS ARE NOT REQUIRED TO SUBMIT A RESPONSE TO THE EVALUATION FACTORS FOR PHASE II UNLESS NOTIFIED OTHERWISE BY THE CONTRACTING OFFICER. ***

The five (5) most highly qualified offerors from Phase I will be notified to submit proposals for Phase II. At that time, a completed Phase II package will need to be submitted to the address below by the time and date identified in the request for Phase II proposals.

***Proposals for Phase I and II shall be sent both electronically via email (not to exceed 5MB per file) and hard copy mailed to the following:

Camille.dye@va.gov

Mailing via USPS, Hand delivery or delivery via UPS or Fedex:

Central Texas Veterans Health Care System Network Contracting Office (NCO) 17 Attn.: Camille Dye 2002 Scott Blvd Temple, TX 76504

Solictation number and title must be written on outside of the Delivery Package.

STATEMENT OF WORK FOR PROPOSAL TO DESIGN BUILD

visitors’ Parking Garage, OLIN TEAGUE VA MEDICAL CENTER, TeMPLE, TX

PROJECT 674-280

Contractor is to design and build a parking garage in the location of the current Parking Lot F, south parking at the Olin E. Teague Veterans Medical Center, Temple, Texas. The proposed location is north of the VA Hospital, Building 204. Design criteria shall comply with VA specifications and all applicable city, county, state, and federal regulations and codes and OSHA standards. See VA web-site: http://www.cfm.va.gov/TIL/spec.asp for VA Specifications. The bullet points listed below outline the design and construction requirements:

1. Contract outline:

The Architect / Engineer shall complete the designs and deliver the submittals to the General Engineer in accordance with the following submittal requirements. All submittals either electronically or hand carried copies need to be submitted to the Contracting Office to be properly routed. Four (4) hard copy submittals shall be submitted to the Contracting Officer and electronic copies will include the Contracting Officer and the Contracting Officers Representative. All submittals shall comply with the PG-18-15, http://www.cfm.va.gov/contract/aeDesSubReq.asp

2. The Schedule for submittals, in calendar days, will be as followed:

A. Schematic Design / 35% submittal. 30 calendars days to complete.

B. Design Development / 75% submittal. 30 calendars days to complete.

C. Pre-final construction document / 100% submittal. 15 calendars days to complete.

D. Final construction documents submittal. 15 calendars days to complete.

E. VA will have a maximum of 14 calendars days to review all submittal.

3. Schematic Design: The schematic design review shall consist of the following as a minimum:

A. Description of the A / E’s understanding of the project requirements (Listed Below), description of the proposed architectural, mechanical, electrical structural systems, site utilities and civil features to include erosion and sediment control plans. Building code survey, description of the existing facility, and any other information needed to clearly express the designer’s intentions and methods.

B. Level plans, bubble diagrams and sketches as required expressing spatial relationships.

C. Table of Contents of applicable Specification Sections.

D. For additional requirements refer to the PG-18-15.

E. Schematic Design Submittal Requirements:

· Three (3) sets, in as many three ring binders as needed with 8 1/2” x 11” specifications, and Design Analysis.

· Drawings: Minimum eight (8) additional ½ size sets 15” x 21” fastened together in proper order.

· One (1) full size set (standard E size, 30” x 42”) fastened together in proper order.

4. Design Development Submittal: The Design Development Submittal shall include, at a minimum, the following information:

A. Test and survey results, complete design calculations, product and equipment data, and any other information required to clearly illustrate and describe the design.

B. Drawings to include basic level plans, rough architectural and structural sections and details, preliminary mechanical and electrical equipment and distribution systems, preliminary elevations, schedules, and tables. Clearly show at this stage that the VA CADD/BIM Standards are being followed.

C. Final specifications, unedited but indicating which sections will be used.

D. For additional requirements refer to the PG-18-15.

E. Design Development Submittal Requirements:

· Three (3) sets, in as many three ring binders as needed with 8 1/2” x 11” specifications, and Design Analysis.

· Drawings: Minimum eight (8) additional ½ size sets 15” x 21” fastened together in proper order.

· One (1) full size set (standard E size, 30” x 42”) fastened together in proper order.

· Color Boards one (1) exterior and one (1) interior as required for the task.

5. Pre-Final Construction Document Submittal (100%): The Pre-final submittal shall include the following as a minimum:

A. Final Design Analysis B. Final drawings with all sections, details, elevations, schedules and tables completed. With basis for design clearly described on first sheet of each discipline.

C. Final edited specifications.

D. Preliminary review comments, annotated with actions or responses.

E. Pre-final Construction Document Reproduction Requirements:

· Two (2) Compact Disc (CD) complete with Drawings, Specifications, Design Analysis, and Preliminary Cost estimate in Adobe Acrobat (pdf) format.

· Two (2) Compact Disc (CD) complete with drawing set in AutoCAD format and REVIT file(s) to evaluate compliance with CADD/BIM Standards.

· Minimum Three (3) sets, in as many three ring binders as needed with 8-1/2” x 11”, Specifications, Cost Estimate, Preliminary design review comments response, Calculations, Material cut sheets of key components and Design Analysis.

· Drawings: Minimum eight (8) additional ½ size sets 15” x 21” fastened together in proper order.

· One (1) full size set (standard E size, 30” x 42”) fastened together in proper order.

6. Corrected Final Construction Document Submittal (Signed and Sealed) Requirements.

A. Drawings: AutoCAD format for all drawings. Mixed formats will not be accepted. Files must be fully editable and match the drawings submitted. Referenced files shall be permanently bound to the drawing files. Partial files, files with missing attachments or layers or files formatted as read only or in other ways protected will not be accepted.

Provide the following:

· One (1) complete set (standard E size, 30” x 42”) hard copy prints, fastened together in order. All sheets sealed and dated by appropriate engineer or architect.

· One (1) complete set (standard E size, 30” x 42”) hard copy, 3mm mylar prints, fastened together in order. All sheets sealed and dated by appropriate engineer or architect.

· Minimum Three (3) sets ½ size 15” X 21” hardcopy prints, fastened together in order. Copy of full size sealed and dated by appropriate engineer or architect.

· One (1) CD with AutoCAD (dwg), and REVIT file(s), to evaluate compliance with CADD Standards and Adobe Acrobat (pdf). Each sheet shall be in unique file per VA naming convention and one (1) CD with AutoCAD (dwg) Bound format only. The bound drawings are intended to simplify inclusion of all x-references from formatting problems.

Provide the following in three ring binders:

· Four (4) sets, in as many three ring binders as needed with, Specifications (indexed double sided), Preliminary design review comments and response, Calculations, Material cut sheets of key components and Design Analysis. Two (2) CD’s with electronic copies of all drawings (stamped PDF), specifications Adobe Acrobat (pdf), Design analysis, Material cut sheets of key components and Bid Pricing Schedule. Two (2) CD’s will contain a complete set Specification (.doc and .pdf), Drawings (.dwg, .rvt and .pdf), Design analysis and Material cut sheets of key. Components Electronic files shall match all hard copy prints. Copies of all files in their program of origin and in PDF format are required to be included on the CD.

7. Standard Design Criteria: The references listed below include the common criteria that may be applicable. Other technical documents and publications, which are deemed applicable, shall be utilized. Use the latest edition of references unless specified otherwise A. Building Codes:

· International Building Code

· International Mechanical Code

· International Plumbing Code

· International Energy Conservation Code

· International Fuel Gas Code

· Fire Safety Code, NFPA 1

· Life Safety Code, National Fire Protection Association, NFPA 101

· National Electric Code, NFPA 70

· National Electric Safety Code, ANSI C2 B. Design Standards:

· ASCE/SEI 7-05 Minimum Design Loads for Buildings and Other Structures

· ASHRAE Standard 62.1-2007 2010, Ventilation for Acceptable Indoor Air Quality

· ASHRAE Standard 90.1-2007, Energy Standard for Buildings Except Low Rise Residential Buildings

· Illuminating Engineering Society of North America, Reference and Application Lighting Handbook, 2008 C. Regulations:

· Architectural Barriers Act (ABA) Accessibility Standard for Department of Defense Facilities

· 10 CFR 435 Energy Conservation Voluntary Performance Standards for New Buildings, Mandatory for Federal Buildings Energy Policy Act D. VA Design Guides and Standards:

· A/E Design Submissions Requirements (PG-18-15)

8. Project requirements:

i. Proposed site layout is located at Attachment (Atch)1.

ii. Construction areas shall be adequately barricaded or fenced. The contractor shall provide, construct, and maintain barricades and signs in accordance with the Texas Manual of Uniform Traffic Control Devices.

iii. Contractor staging area and demolition activities shall take place with minimal disruption of traffic adjacent to Lot F. Limits of construction shall be coordinated with the COR.

iv. Working hours will be from 7am-5:30pm Monday-Friday with Saturday and Sunday on an as needed basis and as approved by the Contracting Officer’s Representative (COR).

v. Parking structure will be designed to fit within the existing parking lot. The structure, demolition, construction or staging area will not impact the environmentally protected area outside the footprint of the existing parking lot.

vi. Existing streets shall be reconfigured and modified to ensure safe routing of traffic. Provide accessible sidewalks around the parking structure. Demolished concrete and removed earth shall be recycled. Reports of weight and deposition of all waste are to accompany the monthly progress payment requests.

vii. Contractor shall reconfigure the storm drainage system, site contours and traffic systems as required to build the garage. Demolition and construction shall meet air and storm water requirements.

viii. Contractor shall be responsible for relocating all utilities so they will not be under the final structure. All work shall be in accordance with VA specifications. All costs for a complete and usable 3-story parking garage shall be included in the base bid. Utility locations shall be verified before the start of work and utility relocations shall be coordinated with the respective utility companies and the Olin Teague VA Medical Center Engineering department prior to any demolition work being performed. Notify utility companies at least 48 hours prior to work. All utility relocations are to be done without disruption of service and shall be coordinated with the COR. A copy of the Olin Teague VAMC Campus Master Utility Plan is included at Atch 2.

ix. All site excavation shall be considered unclassified excavation.

x. The anticipated cost range for this project is between $5,000,000 and $10,000,000.

xi. Structure will have a minimum of 364 spaces including 32 accessible parking spaces. For one-way traffic parking layouts, minimum parking stall dimensions for 45 degree parking spaces shall be 9 feet wide x 20 feet deep and minimum aisle width shall be sixteen (16) feet. Traffic on the sloped ramps shall not exceed six (6) percent slope, be two-way and 90 degree parking spaces shall be a minimum of 9 feet wide and 18 feet deep and aisle width a minimum of twenty seven (27) feet. Desired parking configuration is a mix of 45 degree and 90 degree spaces and desired traffic flow is as shown on drawings; however, the final parking arrangement and number of parking spaces will be as approved by the COR. Provide bumper blocks (wheel stops) for each parking space. Suggested traffic flow and parking layout through the Visitors’ Parking Garage is at Atch 3.

xii. A minimum of 8’-3” clearance from floor deck to the lowest point of the ceiling or any protrusion shall be maintained throughout the parking garage.

xiii. The base bid is for a three-story parking garage. Structure shall be designed such that the capacity can be increased by adding up to two (2) future levels (for a total of five (5) levels). Structure shall be designed such that future construction will have a minimal impact on the use of the existing structure. Structural double tees shall be pre-topped. Conceptual structural design is at Atch 4, Geotechnical Report is at Atch 5 and conceptual rendering is at Atch 6.

xiv. The number of ADA accessible parking spaces shall be thirty two (32).

xv. Structure shall be constructed from energy saving building materials and, IAW http://www.cfm.va.gov/til/sustain.asp and http://www.cfm.va.gov/til/sustain/sustain.pdf.

xvi. Exterior and interior lighting shall meet ASHRAE 90.1-2013, however, interior parking area lighting levels for all floors shall be designed to provide a minimum of 10 footcandles of illumination. At the interior side of entrance and exits, minimum illumination level shall be 50 footcandles during the daytime and 10 footcandles at night. Daylight sensors shall be installed to control overall illumination; however, occupancy sensors will not be required.

xvii. Provide one 30 Amp Ground Fault Circuit Interrupter (GFCI) duplex receptacle/circuit per aisle of parking. Locate the receptacle midway along one side of the traffic aisle and provide a lockable cover for the receptacles

xviii. Structure shall have four (4) stair towers and one bank of two (2) elevators. Elevators shall include phone, lighting, mechanical ventilation and camera in the cab. Elevator cabs shall be of a size and capacity to accommodate a gurney. Elevator cab interiors, doors, frames and hardware shall be of brushed/satin stainless steel finish. Project shall optimize the placement of the elevators and stair towers, the safety and length of pedestrian travel and the entry/exit for vehicles. Stairs shall have a minimum rise to a maximum run (within Code) to accommodate mobility disabilities.

xix. Provide space and attachment provisions for one Evacusled Evacuation Chair and one Evacusled per floor above ground level. (Evacusled Evacuation Chair and Evacusled will be provided by the Government.) Locate the Evacusled Evacuation Chair and Evacusled at the stairwell nearest the entrance to the hospital.

xx. Completed structure shall include signage, entrance height indicators, plumbing/drainage, floor-mounted tire stops (bumpers), LED interior and exterior lighting, fire alarm compatible with and tied into the Olin Teague Medical Center fire alarm system, dry pipe sprinkler fire protection, four (4) Phone Wall mount station IP based per floor (located at the stairwells), CCTV to include all infrastructure and equipment; Six (6) Pan Tilt-Zoom cameras per floor; (4)Fixed cameras per floor and two (2) fixed cameras per ramp, four (4) IP-based DVR’s; 48 pair fiber distribution panel, and lightning protection. Some campus-wide security and notification systems are in development; consult the COR for specific system information and requirements.

xxi. For bomb resistance and other security design requirements please refer to: http://www.cfm.va.gov/til/criteria.asp and http://www.cfm.va.gov/cfm/til/PhysicalSecurity/dmphyseclsp.pdf

xxii. Design will be precast or concrete to complement Hospital existing architectural features.

xxiii. Fire protection requirement must meet NFPA 88A. Class I standpipe system in accordance with NFPA 14 will be acceptable.

xxiv. All fire, security, CCTV notification equipment, etc, must tie into existing or planned systems. Tie-in locations and manufacturer’s information will be coordinated with the COR.

xxv. Utility drawing provided with this solicitation are for reference only and locations, capacity and other design information must be confirmed prior to construction.

xxvi. Design will include an electrical closet and IT closet; tie-in locations and system specific will be coordinated with the COR.

xxvii. Design will include landscaping and irrigation system around the parking garage. Provide drought-resistant, native landscaping, complete with irrigation. Any trees that must be removed and cannot be relocated will be replace one-for-one with three (3) inch caliper specimens of the same species.

xxviii. Wire mesh will be installed between floors above the ground level. The mesh shall extend six (6) feet above the parapet wall on the top floor or to closure with the tensile fabric sunshade, whichever is higher.

xxix. Provide coiling vehicle and personnel doors capable of being locked manually, at all entrances/exits.

xxx. Design and build a tensile fabric structure to provide sun shading to the top floor of the parking garage. Minimum illumination levels and fire protection requirements apply.

xxxi. Design and build a covered walkway system from the pedestrian entrance to the parking garage to the Hospital entrance. The design of the walkway system shall be architecturally compatible with the Hospital (Building 204) and the parking garage, be accessible and shall maintain a minimum illumination level of 10 footcandles.

xxxii. Additive alternate #1: Design and build a complete and usable fourth floor to include vehicle ramps, stairwells, elevator access, all necessary IT and electrical/lighting infrastructure, and equipment that would have been provided for the top floor in the base contract (CCTV’s, Call Boxes, fire strobes, lighting, etc).

xxxiii. The Visitors’ Parking Garage shall be architecturally compatible with the nearby Teague Hospital, Building 204. The following list contains colors, material and equipment or their equals that are desired for the Parking Garage:

Field Brick: Equal to 500 Harvard Modular by Kansas Brick & Tile Co.

Brick Mortar AHI Supply – Spectrum – Texas Gold – Type N Precast Indiana Limestone VCT-B – Mannington – Cool Beige (317) Paint PPG Architectural Finishes – Colonial White (414-1) TPO Roof Firestone – UltraPly TPO – White (60 Mil) Storefront System Kawneer – Clear Anodized Storefront Perimeter Caulk BASF – Sonolastic NP-1 – Anodized Aluminum Traffic Coating Tremco – Vulken – Limestone Interior Elevator Finishes Metal Finish – Satin Stainless Steel Perimeter Mesh Screening Stephens Pipe & Steel – SPSV MiniMesh - Black Signage Level 1 – Fire Red Color #T15 – Pantone #187 Level 2 – Sapphire Blue Color #T11 – Pantone #280 Level 3 – Deep Green Color #T12 – Pantone #3302 Architectural hardware: brushed/satin stainless steel Door lock cores: “Best” brand 8-pin cores

INSTRUCTIONS, CONDITIONS AND OTHER STATEMENTS TO BIDDERS/OFFERORS

Phase I - Evaluation Factors:

Factor 1 – Technical Experience (Technical Approach) Factor 2 – Construction Management (Technical Qualifications) Factor 3 – Past Performance

***All the Factors in Phase I are of equal importance. ***

The following items should be submitted to clearly demonstrate the offeror’s technical capabilities and past performance.

Factors 1 and 2 will be evaluated as follows:

Technical Proposal Submission: Offerors shall submit a technical proposal addressing Factors 1 and 2 as follows:

Factor 1 - Technical Experience: The offeror must provide information demonstrating that a Design Build project of this size and magnitude has already successfully been performed within the last five (5) years. * Offeror must provide a narrative stating that at least TWO (2) parking structure construction projects of equal or greater size and complexity as the Parking Garage Phase II project in the price range of $5,000,000 - $10,000,000 have been completed as a Prime Contractor. This information shall be submitted in a narrative format and a separate form shall be submitted for each contract. Design firms must be the Designer of Record on a minimum of two projects submitted.

Additionally, projects should reflect the following features in terms of complexity:

1. Life-safety and security measures for a multi-level parking structure

1. Phased construction of a multi-level parking structure

1. Familiarity with government contracts and joint-ventures (if applicable)

The Offeror may provide a supplemental narrative (not project lists), not to exceed two pages, explaining how any corporate previous experience is applicable to this project and how the Government will benefit. This narrative should not include information provided in the narrative for previous experience already submitted for Factor 1.

*The five (5) years shall be calculated from the solicitation issue date.

Factor 2 - Construction Management: The Offeror shall provide the following supporting the ability of contractor personnel to capably manage the project on site. The information shall demonstrate that the Contractor has experience and/or knowledge sufficient to ensure compliance with drawings, specifications and Medical Center policies. The sub factors for Construction Management will be evaluated according to the rating chart listed below (e.g. Exceptional, Very Good, Satisfactory, Marginal, or Unsatisfactory).

(1) Key Personnel: For proposed Project Manager and Construction Superintendent, Offeror shall supply a brief biographical narrative including name of individual, company position and time in that position, years with the company, work and educational background (including degrees, certificates and granting institutions), experience applicable to this project, and percentage of workweek to be committed to this project.

Factor 3 will be evaluated as follows:

The Government intends to make a single award to the offer that is evaluated and rated as the best value to the Government.

Factor 3 – Past Performance: Past performance for a contractor who has no identifiable past performance record will be evaluated as Neutral. Contractors shall identify no less than TWO (2) and no more than THREE (3) previously awarded and completed construction contracts that were issued by Federal, State, or Local Government Agencies; and/or Private Organizations, similar in size and scope to this project. This information shall be submitted on the attached “Past Performance Questionnaire”. (A separate form shall be completed for each contract).

Past Performance shall be evaluated in accordance with FAR 15.305. Offerors are advised that in addition to information provided in their Technical Proposals, past performance evaluation may be conducted using information obtained from the Past Performance Retrieval System (PPIRS). In addition, in accordance with FAR 13.305(a)(2)(ii), Offerors may provide information on problems encountered on the identified contracts and corrective actions taken.

Phase II - Evaluation Factors:

Factor 3 – Price

***Evaluation Factors 1 and 2 of Phase II, when combined, are significantly more important than price. ***

Offerors shall submit four copies of their Preliminary Design and Summary Schedule information and one copy of their price proposal.

Price proposal shall be separate from the Preliminary Design and Summary Schedule information.

Factor 1 – Preliminary Design:

General:

The design-technical factor consists of conceptual level presentation drawings, technical approach narrative and the summary schedule. It must clearly define the proposed scope and quality levels that the design-build team is offering to the Government in enough detail for the Government and Offeror to mutually understand whether the proposal meets or exceeds the minimum solicitation requirements. Fully developed drawings, details, or specification are not required for the preliminary design. Unless specifically stated, herein, the government will not be performing a detailed engineering analysis or design review at the proposal stage.

Submission Requirements:

1. Provide technical approach narratives, both qualitative and quantitative, defining the elements of the proposal. Preface the narratives with a design concepts narrative, providing the design rationale and basis of the proposal.

1. At a minimum, provide the following conceptual level drawings:

1. Overall conceptual design scheme which would consist of at least one (1) color exterior perspective rendering (may be CADD renderings) at least 11” x 17” to show a detailed perspective view of new parking structure.

1. One (1) color exterior perspective rendering (may be CADD renderings) at least 11” x 17” to show a detailed perspective view of the new structure and the existing parking structure.

1. Schematic floor plans for each floor of the parking structure to include both base structure and both add alternates.

Offerors shall integrate design of all building systems and components together. Design shall include all disciplines involved in the construction of the parking garage. The government recognizes that each discipline's recommendations have an impact on other aspects of the building project. For example, HVAC, lighting systems, sprinkler system, security, and fire alarm are all interconnect in some capacity. The architect, mechanical engineer, electrical engineer, contractors, and other team members each have their scope of work and often pursue it without adequate communication and interaction with other team members. This can result in oversized systems or systems that are optimized for non-typical conditions. Offerors must consulate appropriate experts during their preliminary design to ensure the most optimal parking garage.

Factor 2 – Summary Schedule:

Submission Requirements:

Offerors shall submit a summary level schedule for integrated design and construction. Schedules or diagrams may be provided separately in a size that is easily read, but shall be bound and clearly labeled. This summary schedule will, after contract award, be replaced with a project schedule. The summary schedule shall be task oriented, indicating the number of calendar days, after notice to proceed, by which milestones are to be achieved. Offeror may use a critical path or other method of choice; however, schedules shall be graphically represented to include:

1. Show the design phase, including events associated with coordinating the interim and final design submittals.

1. Show the overall construction phase including site work, to include major milestones.

1. Show as-built submissions

1. Constraints: Offeror must demonstrate the capability and flexibility to plan and schedule the complete project to meet the proposed contract completion period. Clearly identify and constraints on the schedules presented (labor or material availability, permits, weather, etc.). Indicate the anticipated overall critical path on the schedule.

Factor 3 – Price:

Offerors shall insert proposed pricing in the Schedule Section A.1 Price/Cost Schedule, proposing a price on all Proposed Items. The Offeror must provide a separate minimal cost breakdown, by division, of Labor and Supervision, Materials, HVAC, Plumbing, Electrical, Mechanical, Overhead and Profit and any other related costs to aid in the determination of price reasonableness or price realism. Offers shall insert any exceptions or deviations from the solicitation or their offer.

Offerors should assure that their ability to meet or exceed the minimum needs of the Government is adequately described in the offer. The Government intends to evaluate proposals and award a contract without discussions with offerors (except clarifications as described in Far 15.306(a)), however, this does not preclude the government from entering into negotiations. Therefore, the offeror’s initial proposal should contain the offeror’s best terms from a cost or price and technical standpoint.

Technical is more important than Past Performance and both, when combined, are significantly more important than Cost or price.

Offeror shall submit one copy of their price proposal separately from the Phase II Evaluation Factors.

2.1 52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a Firm-Fixed-Price contract resulting from this solicitation.

(End of Provision)

2.2 52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS—SECONDARY SITE OF THE WORK (MAY 2014) (a)(1) The offeror shall notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Construction Wage Rate Requirements, of this solicitation.

(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror shall request a determination from the Contracting Officer.

(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror shall request a wage determination from the Contracting Officer.

(2) The due date for receipt of offers will not be extended as a result of an offeror's request for a wage determination for a secondary site of the work.

(End of Provision)

2.3 52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

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

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

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

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

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

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

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

(3) Estimated dollar amount of the subcontract;

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

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

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is

(End of Provision)

2.4 52.225-12 NOTICE OF BUY AMERICAN REQUIREMENT—CONSTRUCTION MATERIALS UNDER TRADE AGREEMENTS (MAY 2014) ALTERNATE II (JUN 2009)

(a) Definitions. "Bahrainian, Mexican, or Omani construction material," "commercially available off-the-shelf (COTS) item," "construction material," "designated country construction material," "domestic construction material," and "foreign construction material," as used in this provision, are defined in the clause of this solicitation entitled "Buy American—Construction Materials Under Trade Agreements" (Federal Acquisition Regulation (FAR) clause 52.225-11).

(b) Requests for determination of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American statute should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of FAR clause 52.225-11 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American statute before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.

(c) Evaluation of offers.

(1) The Government will evaluate an offer requesting exception to the requirements of the Buy American statute, based on claimed unreasonable cost of domestic construction materials, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(4)(i) of FAR clause 52.225-11.

(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.

(d) Alternate offers.

(1) When an offer includes foreign construction material, except foreign construction material from a designated country other than Bahrain, Mexico, or Oman that is not listed by the Government in this solicitation in paragraph (b)(3) of FAR clause 52.225-11, the offeror also may submit an alternate offer based on use of equivalent domestic or designated country construction material other than Bahrainian, Mexican, or Omani construction material.

(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs (c) and (d) of FAR clause 52.225-11 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.

(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of FAR clause 52.225-11 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic or designated country construction material other than Bahrainian, Mexican, or Omani construction material.