DB SOW-Concrete Crack and Spall Repair_FtLaudFBCT_05022019 Rev2.pdf

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Amendment 0002 - Region 4, GSA PBS, Design-Build Concrete and Crack Water Fountain Repairs, Fort Lauderdale, FL
Solicitation number
47PE0720R0069
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This is an amendment to a solicitation for design-build construction services. The General Services Administration Southeast Sunbelt Region 4 is seeking proposals to repair selected cracks, spalls and deteriorated concrete at structural concrete columns, beams, curbs and a water fountain at the Fort Lauderdale Federal Building and U.S. Courthouse in Fort Lauderdale, Florida. The work includes design, construction, and all related services. The procurement is set aside for total small businesses. Responses are due by an unspecified date. The amendment provides additional details on the scope of work, including quantities and locations of concrete repairs required. It also outlines general requirements, codes and standards that will govern the work.

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Design-build Contract Statement of Work Concrete Crack and Spall Repairs Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

DB SOW-Concrete Crack and Spall Repairs_FtLaudFBCT_05022019 Rev2.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov i

Statement of Work for

Design-Build (DB) Contract

PROJECT IDENTIFICATION

Project Name: Concrete Crack and Spall Repairs

Project Number: TBD

Region: Southeast Sunbelt Region 4

Building Name: Federal Building and U.S. Courthouse

Building Address: 299 East Broward Blvd.

Fort Lauderdale, Florida 33301

Prepared By: Christopher Hector, Structural Engineer

Oscar Trevilla, Architect RA AIA

Date: May 2nd, 2019

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

DB SOW-Concrete Crack and Spall Repairs_FtLaudFBCT_05022019 Rev2.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division ii

TABLE OF CONTENTS

1. PROJECT DESCRIPTION

2. GENERAL REQUIREMENTS

3. SCOPE OF SERVICES

4. ADMINISTRATION

5. APPENDIX A – OWNER’S PROJECT REQUIREMENTS

6. GENERAL REQUIREMENTS-STRUCTURAL BASIS OF DESIGN

7. APPENDIX B – PHOTOGRAPHS OF EXISTING CONDITIONS

8. APPENDIX C – EXISTING FACILITY DRAWINGS

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

1 PROJECT DESCRIPTION

This Statement of Work (SOW) is issued by the Public Buildings Service of the United States General Services Administration (GSA), Southeast Sunbelt Region, Atlanta, GA, hereinafter referred to as the “Government” to obtain Design-Build Services from a Design-Build Contractor (also referred to as Offeror or DB) who shall be singularly responsible to satisfy the terms of the resulting Design-Build services contract for the repair of selected cracks, spalls and deteriorated concrete at several of the existing concrete structural columns, beams and curbs at the Federal Building and U.S. Courthouse, Fort Lauderdale, Florida with all incidental and related work for a complete structural concrete repair ready for the use intended. Work under this Design-Build Project includes but is not limited to the following:

A. Design-Build Contract Base Bid:

Provision of Design-Build services to repair selective cracks and spalls located at several of the existing structural columns near the facility’s Main Entrance on the 1st Floor and to repair selective cracks, spalls and deteriorated concrete located at the concrete structure of the Basement Garage Level.

B. Construction Contract Options:

Provision of Design-Build services to repair selective cracks, spalls and deteriorated concrete located at the existing non-structural concrete curbs and to repair selective cracks and spalls at the existing terrace near the facility’s Main Entrance on the 1st Floor.

C. Project Challenges:

The most challenging tasks on this construction project include but is not limited to the following items:

1. Coordination with the GSA Building Management.

2. Coordination with existing facility construction.

3. Work performance outside of normal Government working hours in order not to disturb building tenant’s operations.

4. Security parameters of the existing facility including successful approval/adjudication of Contractor employee’s security clearances through the HSPD-12 Process. Issue of NTP (Notice To Proceed) for this Construction Contract may be contingent upon receipt of properly executed security clearance documentation and subsequent approval by GSA of all Contractor’s employee security clearance adjudications.

5. Contractor access parameters of the existing facility.

6. Prior notification to GSA, and/or Tenant Agencies of deliveries.

7. Accessibility of the Loading Dock.

8. Coordination with the existing facility’s utility operations.

9. Prior notification of facility’s utility shutdown, should it become necessary.

10. Existing hazardous materials.

1.1 Project Type

This is a repair and alteration Design-Build project.

1.2 Project Goals and Objectives

GOALS: The overall strategic project goal is to provide for the successful repair of selected structural and non-structural concrete components.

OBJECTIVES: The project goals shall be accomplished by the successful professional execution of all design and construction services on time and on budget in accordance with the intent of this statement of work while minimizing disruption of Government functions.

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

1.3 Existing Conditions:

The Federal Building and U.S. Courthouse is located at 299 East Broward Blvd., Fort Lauderdale, Florida 33301. Constructed during the early 1980s essentially consists of a reinforced concrete structural frame with a concrete, masonry and an aluminum and glass storefront system as its exterior envelope.

During the past few years, cracks, spalls and deteriorated concrete began to appear at several structural concrete columns, non-structural concrete curbs and/or structural beams at or near the Main Entrance to the facility on the 1st Floor and at the Basement Garage levels.

1.4 Project Delivery Approach

This is a Design-Build Project. All work shall be performed by a qualified and State of Florida Licensed Design-Build Contractor having a track record of successful performance in the Design and Construction Industry for this type of work. The Construction Contractor is responsible for all aspects of design & construction services and for all work performed by its own forces or by its consultants or Sub- Contractors.

1.5 Reference Materials

1.5.1 Existing Facility Drawings:

Existing design and/or record drawings of the original building design may be available upon request for reference from GSA, included as part of this Statement of Work and/or provided under separate cover.

Accuracy of these existing drawings are not guaranteed. Contractor shall reconfirm all site features shown on these drawings during the project’s bidding phase (and prior to submitting a bid) specifically subsequent to the mandatory Pre-Bid Conference (date TBD) to be determined. Drawings are supplied for background Contractor information only.

1.5.2 Local, State and Federal Codes: Compliance with the latest edition of applicable local, state and/or federal codes is required and mandatory.

1.5.3 ANSI/ASHRAE: Compliance with the latest edition of ANSI/ASHRAE is required and mandatory.

1.5.4 ASTM: Compliance with the latest edition of ASTM is required and mandatory.

1.5.5 Underwriters Laboratories: Compliance with the latest edition of Underwriters Laboratory is required and mandatory.

1.5.6 NFPA-90: Compliance with the latest edition of NFPA-90 (National Fire Protection Association) is required and mandatory.

1.5.7 OSHA: Compliance with the latest edition of OSHA is required and mandatory.

1.5.8 GSA PBS P-100: Facilities Standards for the Public Buildings Service. Latest Edition (2018)

2 GENERAL REQUIREMENTS

The requirements set forth in this section apply to all stages and phases of the project as described in the Scope of Services section below.

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division

Some of the requirements of this section may be subject to exercise of contract option(s).

A. Pre-Proposal Conference.

A pre-proposal conference will be held on (DATE, TIME, AND PLACE TBD). All offerors, consultants, subcontractors, manufacturers and suppliers are invited to attend. The following agenda is furnished for this meeting:

1. Review of project for design and construction contracting;

2. Specifications, system analysis and project phasing;

3. General requirements, Solicitation Documents and Offer Submission Procedure;

4. Review of “Buy American Act”;

5. Questions and Answers;

6. Site walk through – attendance is mandatory. Date TBD (To Be Determined).

2.1 Contract Parties and Contract Work

The parties to this contract are the Contractor, hereinafter referred to as the Design-Build Contractor, and the United States Government. For purposes of this contract, the office representing the Government is the General Services Administration (GSA), Southeast Sunbelt Region, Public Buildings Service, hereinafter referred to as the GSA.

The individual authorized to act on the behalf of the GSA in the administration of this contract is the GSA Contracting Officer. The GSA Contracting Officer may delegate certain of his or her authorities to others, and if so, will notify the Design-Build Contractor in writing of the specific authorities delegated to, and limitations placed upon, named authorized representatives. The Design-Build Contractor shall not take any direction, or act upon any information, from individuals other than those having the requisite authority as confirmed by the GSA Contracting Officer’s written notification.

This contract includes Pre-Design, Design, Construction Stage work and Construction Administration Services, all to be performed by the Design-Build Contractor. Pre-Design Stage includes providing all required site investigations and structural surveys. Design Stage services include providing Design Concept/Design Development (35%)and Construction Document services (95% and 100%). Construction Stage work includes performing construction in conformance with the performance specification provided in Appendix B. The DB Contractor shall proceed with the Design Stage services upon receipt of the GSA notice to proceed with that portion of the work. The GSA will issue a notice to proceed with the Construction Stage work upon completion of the Design Stage services and the GSA approval of the DB Contractor’s Final Construction Document submission (100%).

The DB Contractor shall be the Architect-Engineer of Record for the project and shall bear all responsibilities and liabilities attendant thereto.

The specific activities, tasks, and deliverables required of the Design-Build Contractor are further delineated in this Statement of Work and the Owner’s Project Requirements.

2.2 Professional Ethics and Standards of Practice

In the conduct of all activities required for or otherwise related to the performance of the contract work, the Design-Build Contractor shall conform to and uphold all established ethical principles and professional standards of practice governing the Design-Build Contractor segment of the Design-Build industry including the International Union of Architects (UIA) Accord on Recommended International Standards of Professionalism in Architectural Practice, the American Council of Engineering Companies (ACEC) Ethical Guidelines, and the tenets of professional ethics contained in the Design-Build Institute of America (DBIA) Design-Build Manual of Practice.

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4

2.3 Project Delivery Team Roles and Responsibilities

In the performance of the requirements of this contract, the Construction Contractor shall work in concert with other parties on the Project Delivery Team. The Project Delivery Team will include other contractors, the GSA personnel, customer agency representatives, and other stakeholders. The GSA will develop, periodically update, and maintain throughout the course of the project, a listing of the Project Delivery Team membership and respective roles and responsibilities.

The GSA may engage other parties to perform specialized duties and requirements as appropriate for the project.

2.3.2 Roles and Responsibilities.

2.3.2.1.1 Design-Build Contractor: The Design-Build Contractor is required to provide:

A. Design Services: To include but not limited to the provision of the following services by the Design-Builder’s Architect-Engineer of Record and/or its Structural Consultants:

1. Pre-Design Phase Submittals.

a. Structural Study Report: Base Bid and Contract Options shall be evaluated by the Design-

Builder’s Licensed Structural Engineer in order to determine the root cause of the cracks, concrete spalling and deteriorated concrete by providing a study report of the existing conditions under the Pre-Design Stage of the project in order to reconfirm the structural issues outlined by GSA.

2. Design.

3. Design Phase Submittals.

4. Quality Control Plan.

B. Construction Services: To include but not limited to the following services performed by the Design-Builder’s General Contractor and/or its Sub-Contractors:

1. Construction.

2. Construction Supervision.

3. Spare Parts/Materials/Equipment.

4. Quality Control Plan.

5. Inspections and Tests.

6. Manuals (Operation/Maintenance, Shop Drawing, etc.).

7. Training of Building Operating Staff.

8. Submittals for Materials and Products.

C. Construction Administration/Construction Management Services: To include but not limited to the following services performed by the Design-Build Contractor’s Architect-Engineer of Record and/or its Structural Consultants:

1. RFP Review and Responses with recommendations.

2. Shop Drawing Review and approval/disapproval.

3. Attendance to the following:

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

a. Pre-Construction Conference.

b. Substantial Completion Inspection.

c. Final Completion Inspection.

4. Periodic Inspections by the Design-Builder’s A-E of Record and/or its Structural Consultant with a minimum of 2 site visits weekly.

5. Quality Assurance.

2.3.2.2 Government: The Government will provide:

1. The site.

2. Review/comment of shop drawing submittals, including Quality Control Plan

3. Access to Record Drawings. The GSA will provide drawings to the contractor for use if available. Drawing part references in “.tif “ format combined with field on site pictures for this project are shown in this statement of work. Most Drawings are available in electronic format. Contractor can request for more information if required.

The Contractor is responsible for determining the accuracy of all GSA-Furnished Design and/or Record Drawings at the site. Drawing accuracy is not guaranteed.

4. Inspection/Test Witness to verify attainment of performance requirements.

5. Progress payments for design/construction schedule

2.3.2.3 Government Construction Management: The Government will review construction development through Government staff and/or a contract Construction Manager (CM) for adherence to contract terms.

2.4 Owner’s Project Requirements (OPR)

The Design and Construction Stage work under this Design-Build Statement of Work must comply with the GSA owner’s project requirements (OPR) descriptive performance documentation provided in Appendix A.

2.5 Budget

The estimated range for Design and Construction costs under the Base Bid and Contract Options is to be determined (TBD) and provided by the GSA Contracting Officer.

2.6 Schedule

Government anticipates award and start of this contract within Fiscal Year 2019 or Fiscal Year 2020. The Government does not guarantee award within this period nor shall the Government be liable for any costs incurred if award occurs before or after this period. The Contractor expressly waives its right to claim any costs due to award occurring before or after this period.

The project is to be completed and ready for operation as indicated below from contract NTP (Notice To Proceed).

The Contractor shall identify a guaranteed delivery date within this time frame. In accordance with the clause "Liquidated Damages - Construction" FAR 52.212-5, liquidated damages will be assessed for late delivery beyond the guaranteed completion date. Liquidated damages amount TBD (To Be Determined) per calendar day.

2.6.1 Design-Build of Base Bid:

2.6.1.1 Design & Construction of Concrete Column Structural Repairs.

Location: 1st Floor Terrace Level near facility’s main entrance.

2.6.1.2 Design & Construction of Structural Concrete Repairs.

Location: Basement Garage Level.

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

2.6.1.3 Design Stage-Base Bid and Contract Options 1&2:

a. Pre-Design/Site Investigations: 2 Weeks (15 Calendar Days) after Base Bid NTP.

b. Concept/Design Development (35%) Phase: 3 Weeks (21 Calendar Days) subsequent to GSA’s approval of previous Pre-Design submission.

2.6.1.4 Construction Document Stage-Base Bid and Contract Options 1&2:

a. Progress (95%) Submission: 3 Weeks (21 Calendar Days) subsequent to GSA’s approval of Concept/Design Development Submission (35%).

b. Final (100%) Submission: 2 Weeks (15 Calendar Days) subsequent to GSA’s approval of previous Progress (95%) submission.

2.6.1.5 Construction Stage-Base Bid:

a. NTP (Base Bid Only).

b. Construction: 4 Weeks (30 Calendar Days)

c. Substantial Completion: 2 Weeks (15 Calendar Days)

d. Final Completion. 1 Week (7 Calendar Days)

2.6.2 Design-Build of Contract Options 1&2:

2.6.2.1 Contract Option 1 - Concrete Curb Crack, Spall and Deteriorated Concrete Repairs.

Location: 1st Floor Terrace Level near the Facility’s Main Entrance: 30 Calendar Days subsequent to Government’s exercising this Contract Option.

a. Design Stage. (Included in Base Bid above).

b. Construction Document Stage. (Included in Base Bid above).

c. Construction Stage-Base Bid:

1. NTP (Subsequent to the Government exercising this option as a result of funds being available).

2. Construction: 4 Weeks (30 Calendar Days)

3. Substantial Completion: 2 Weeks (15 Calendar Days).

4. Final Completion: 1 Week (7 Calendar Days).

2.6.2.2 Contract Option 2 - Concrete Cracks, ‘Spalls’ & Deteriorated Concrete Repair at Concrete Steps.

Location: 1st Floor Terrace Level.

a. Design Stage. (Included in Base Bid above).

b. Construction Document Stage. (Included in Base Bid above).

c. Construction Stage-Base Bid:

1. NTP (Subsequent to the Government exercising this option as a result of funds being available).

2. Construction: 4 Weeks (30 Calendar Days)

3. Substantial Completion: 2 Weeks (15 Calendar Days).

4. Final Completion: 1 Week (7 Calendar Days).

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division

2.7 Design-Build Contractor Team

2.7.1 Contractor Staff:

The Construction Contractor shall provide sufficient staff of project managers, field engineers, superintendents, inspection and testing engineers, scheduling specialists, cost engineers, clerical and accounting personnel, etc. as applicable to perform the required work.

2.7.2 Contractor Staff Substitutions:

The Construction Contractor shall utilize the personnel named in its offer to perform the services required under this contract. In the event that any of the personnel named in the Construction Contractor accepted proposal (incorporated into this contract by reference) become unavailable, the Construction Contractor shall promptly submit a complete written resume for a proposed substitution, any other information necessary for the GSA to approve or disapprove, and a detailed explanation of the circumstances necessitating the proposed substitution.

2.7.3 Key Team Members:

At a minimum, the Construction Contractor key team members shall consist of the following at a minimum:

Project manager Engineering Designers – Licensed State of Florida Structural Engineers.

Major applicable Subcontractors Construction/Quality Control superintendent and Safety Program Coordinator.

In addition to the key team members identified above, the Construction Contractor shall provide administrative, clerical, and technical personnel as necessary to perform the services required under this contract.

See FAR 52.236-5, Material and Workmanship, regarding removal of any employee deemed incompetent, careless, or otherwise objectionable.

See also FAR 52.244-4 regarding subcontractors and outside associates and consultants.

2.8 Performance Objectives

2.8.1 Standards and Criteria Documents

2.8.1.1 Applicability

All services must be conducted in accordance with the documents listed below. The applicable version of each document shall be the version current at the time of award of this contract. In the event of a conflict between the requirements stated in these documents and requirements provided elsewhere in this Statement of Work, the requirements in the Statement of Work will prevail.

2.8.1.2 Document List

PBS-P100, Facilities Standards for the Public Buildings Service, including all applicable standards, criteria and guides listed therein Design Stage submissions must comply with PBS-P100 Appendix A unless otherwise indicated in this Statement of Work.

2.8.1.3 US. General Services Administration (GSA)

• PBS-P100, Facilities Standards for the Public Buildings Service, including all applicable standards, criteria and guides listed therein. Design Stage submissions must comply with PBS-P100 Appendix A unless otherwise indicated in this Statement of Work

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

• Architectural Barriers Act Accessibility Standard (ABAAS) (Available at www.access-board.gov/aba)

• PBS Order 3490.2 “Document security for sensitive but unclassified paper and electronic building information”

• PBS P-120, Project Estimating Requirements for the Public Buildings Service, latest edition (Available at www.gsa.gov/portal/content/102462)

• PBS PQ-251, Value Engineering Program Guide for Design and Construction, Volume 2, Contracting Officers and Professional Services Contractors, May 10, 1993

• PBS Asbestos Policy, March 27, 2008

• PBS Construction Specifications Format and Guidelines

• GSA Alternative Path Analysis and Design Guidelines for Progressive Collapse Resistance Dated October 24, 2013.

• OSHA Standard 29 Code of Federal Regulation part 1926

2.8.1.4 Energy Performance & Sustainable Design

• The GSA PBS LEED® Applications Guide

2.8.1.5 Physical Security

• Physical Security Criteria for Federal Facilities (PSC): An Interagency Security Committee (ISC) Standard, April 12, 2010 (For Official Use Only)

• PSC Addendum July 25, 2011 (For Official Use Only)

• GSA Facility Security Requirements for Explosive Devices Applicable to Facility Security Levels III and IV (GSA Interpretation of ISC Physical Security Criteria), August 2, 2011 (Sensitive But Unclassified (SBU)

• The Design-Basis Threat (ISC Report), 6th Edition, November, 2012 (For Official Use Only (FOUO))

• GSA Alternative Path Analysis & Design Guidelines for Progressive Collapse Resistance, October 24, 2013 (Available at www.gsa.gov/portal/content/103205.)

• The Site Security Design Guide, June 2007 (Available at http://www.gsa.gov/portal/content/280533)

• ISC Design-Basis Threat Report, 6th Edition, November, 2012

Any conflicts or ambiguities within or among the referenced standards and criteria documents, or any deviations from requirements contained in the standards and criteria documents, must be reported to the GSA in writing, for determination as to applicability.

2.8.2 Sustainable Design/LEED®

The GSA is committed to incorporating principles of sustainable design and energy efficiency into all of its building projects.

The A-E is responsible for incorporating the following sustainable design objectives in design and Construction of this project. Designs shall meet the requirement of P100. The A-E shall provide a narrative explaining how the design has incorporated sustainability.

1. Optimize Energy Use

2. Protect and Conserve Water

3. Use Environmentally Preferable Products

4. Enhance Indoor Environmental Quality (IEQ)

5. Optimize Operational and Maintenance Practices

2.8.2.1 Green Purchasing Plan.

The GSA Green Purchasing Plan (GPP) requires the purchase of environmentally sustainable products and services in all new contracts (including task and delivery orders against new and existing contracts) in order to reduce GSA’s environmental footprint. This requires the supply or use of products and services that are energy efficient (Energy Star or FEMP-designated), low standby power, water http://www.access-board.gov/aba http://www.gsa.gov/portal/content/102462 http://www.gsa.gov/portal/content/103205 http://www.gsa.gov/portal/content/280533 http://www.wbdg.org/design/minimize_consumption.php http://www.wbdg.org/design/conserve_water.php http://www.wbdg.org/design/env_preferable_products.php http://www.wbdg.org/design/ieq.php http://www.wbdg.org/design/optimize_om.php

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov efficient, biobased, environmentally preferable, non-ozone depleting, contain recycled content, or are non-toxic or less toxic alternatives. Central Office is monitoring green purchasing by conducting bi-annual audits of all new contracts/orders.

Aside from the LEED® credits for use of recycled materials, the GSA is required to buy recovered materials as designated by the U.S. Environmental Protection Agency (EPA) through the comprehensive procurement guidelines (CPG). Information can be obtained about EPA’s list of designated products and accompanying recycled–content recommendations on the internet at www.epa.gov/cpg. Additional requirements for use of biobased, rapidly renewable content, and recycled content materials are as per P100 2018.

2.8.3 C&D Waste Management Requirements

GSA's minimum requirement is to divert 50% of C&D waste from landfills/incinerators, with a higher goal of 70% diversion. The design specifications completed by the A/E must be consistent with these goals.

2.8.4 Fire Protection/Life Safety

Except as otherwise indicated in referenced documents, fire protection and life safety design requirements must comply with PBS-P100, Chapter 7. As provided in PBS-P100 Chapter 7, NFPA 101 is the primary applicable standard. In cases where NFPA is silent on an issue, and IBC addresses the issue, the IBC requirement will apply.

2.9 Cost Management

2.9.1 Cost Estimating

The estimated cost of the work (ECW) as provided in the Construction Contractor proposal, including any modifications thereto as a result of final contract negotiation, shall serve as the baseline Construction budget for the project at the time of award of the Construction contract. The Construction Contractor shall provide the following breakdowns of the baseline Construction budget before any other work begins:

• a uniformat level 3 breakdown of the baseline Construction budget, with a separate tenant improvement (TI) and security line item for each tenant agency; and

• a plan for allocation of the Construction work among subcontracts and that which is to be self-performed, with a corresponding breakdown of the baseline Construction budget. (If the Construction work allocation plan and cost breakdown provided in the Construction Contractor proposal are still valid, they will serve this purpose.)

GSA or its consultant will review the Construction Contractor cost estimates to assure that:

• Line item breakdowns are correct and consistent.

• All design elements are included.

• Unit costs are reasonable.

• Quantity takeoffs are accurate.

• Level of detail is appropriate to the phase.

• Cost escalation factors are appropriately applied.

• Balance of costs among building systems is acceptable.

• Balance of core/shell and TI/security costs is acceptable.

• Up-to-date scope modifications are reflected.

• Formats are correct.

http://www.epa.gov/cpg

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

2.9.2 Construction Cost Management

This contract is for a fixed price for the Design and Construction services.

2.9.3 Project Progress Meetings/Presentations

After Construction begins, the Construction Contractor shall conduct and a GSA representative and/or consultant will attend weekly progress meeting(s) and weekly subcontractor meeting(s). The Construction Contractor shall also attend Construction oversight meetings with representatives from the GSA and the Project Delivery Team on a monthly basis.

2.10 Project Management Responsibilities

2.10.1 Communications Plan

The DB Contractor shall assist the GSA in developing and complying with a project communications plan.

This plan will be used and maintained throughout the project and modified as necessary to suit each project phase.

The DB Contractor contractual responsibility is to the GSA only and not to other contractors, tenant agencies or local community interests where the project is located. The DB Contractor shall direct all questions and requests from tenant agencies and local community interests to the GSA. Prior to contacting any parties other than the GSA regional personnel, the DB Contractor shall confirm all meetings and/or communications with the GSA.

The DB Contractor shall not release any oral, written or graphic information regarding this project to outside sources without obtaining prior consent from the GSA. All requests for information concerning the project must be referred to the GSA for response.

All presentations to non-GSA entities must be first approved by the GSA.

2.10.2 Detailed Project Schedule Development and Maintenance

The GSA overall project schedule is provided above in the Schedule section of these General Requirements.

Before starting any other work, the DB Contractor shall develop and provide a detailed schedule in Microsoft Project® or other approved scheduling software for completion of all Design Stage activities, tasks, and submissions required herein, leading up to and including the final construction documents submission(s).

After the DB Contractor receives notice to proceed with the Construction Stage work, the DB Contractor shall provide and maintain a detailed schedule in Microsoft Project® for completion of all Construction Stage activities, tasks, and submissions required herein. The DB Contractor schedules shall itemize all required submission dates and review durations, and must conform to the milestones and durations provided in the GSA overall schedule and the Submission, Review, and DB Contractor Fixed Price Table schedule provided below in the Administration section.

The DB Contractor shall provide weekly schedule updates to the GSA, showing progress on and completion of all required Design Stage services and Construction Stage work. If the schedule updates indicate that previously approved schedules may not be met, GSA will give immediate notice and request appropriate recommendations from the DB Contractor.

Refer to FAR 52.236-15 Schedules for Construction Contracts and to the Scope of Services Construction Delivery Phase section for additional schedule requirements.

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

2.10.3 Project Progress Meetings/Presentations

During the Design Stage, the DB Contractor shall host project progress meetings, and/or presentations, with the GSA and primary tenant group heads as required to keep all parties apprised of the design progress/status and impending activities. These meetings may coincide with meetings/presentations required below under the Scope of Services. The DB Contractor shall also host special project technical meetings as needed involving Project Delivery Team technical disciplines.

After construction begins, the DB Contractor shall conduct and a GSA representative and/or consultant will attend weekly progress meeting(s) and weekly subcontractor meeting(s). The DB Contractor shall also attend construction oversight meetings with representatives from the GSA and the Project Delivery Team.

2.10.4 Meeting Agendas, Attendance, Minutes and Correspondence The Construction Contractor shall prepare and distribute an agenda for each Construction Contractor hosted project meeting, in advance of the meeting date.

Construction Contractor representation at all meetings shall include those individuals having knowledge of the agenda topics and authority to make decisions and commit resources.

The Construction Contractor shall provide minutes of all Construction Contractor hosted project meetings and presentations to all attendees identifying new and unresolved old action items and associated responsible parties. Minutes must be provided within seven calendar days after each meeting.

The Construction Contractor shall reply to correspondence from the GSA, outside agencies, GSA contractors and Construction subcontractors within 7 calendar days.

2.10.5 Design Quality Assurance

The GSA requires that DB Contractor design submissions undergo two general types of design review:

owner’s review and codes and standards review. The GSA staff will conduct reviews of all DB Contractor design submissions. In addition to the GSA reviews, the following design quality assurance services will be performed during the Design Stage as further indicated under the Scope of Services below.

2.10.5.1 Owner’s Review

GSA or its contractor will perform owner’s reviews and provide thorough and detailed written review comments. The purpose is to ensure that established functional, aesthetic and spatial requirements of the project are satisfied.

GSA or its contractor will conduct owner’s reviews to assure that:

• The design is responsive to the GSA program goals, objectives and priorities.

• The new parking lot can be efficiently operated and maintained.

2.10.5.2 Codes and Standards Review

GSA or its contractor will perform codes and standards reviews and provide thorough and detailed written review comments. The purpose is to ensure that the proposed design complies with applicable regulations, codes, and standards referenced in the standards and criteria documents listed above under performance objectives.

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

2.10.5.3 Constructability

Constructability of the project as designed is the sole responsibility of the DB Contractor. To ensure that the design can be constructed within schedule and budget and that the sequencing of construction is planned for optimum efficiency, the DB Contractor should assure that:

• The level of design complexity is consistent with the project’s schedule and budget constraints.

• Materials, processes, equipment and labor are appropriate and available.

• Construction work required is in conformance with standard construction practices, and equipment, products, materials, fixtures, etc. are readily available in the marketplace, to the maximum extent possible.

• Drawings and specifications are complete and thoroughly coordinated among disciplines.

• Defects, omissions, inconsistencies, conflicts, and ambiguities in documents are identified.

• Drawings are coordinated for multiple construction phases, if applicable.

• Site and building access, logistics, available storage and tenant occupancy requirements are accommodated.

• Existing conditions are shown correctly and adequately.

• Construction options and unit prices are logical, thoroughly described and understandable.

• Construction details are appropriate, complete, thoroughly described and workable.

• General requirements items are thorough and properly addressed.

• Construction documents and construction phasing provide for continuous use of all building systems (including phone, data, fire alarm, security etc.) during all construction.

• Construction duration, phasing, and subcontracting plans are reasonable and logical.

2.10.5.4 Design Review Procedures

The DB Contractor will coordinate all design reviews, and prepare design review reports. For the DB Contractor final design concept submission and each subsequent submission, the DB contractor will coordinate with the reviewing parties as necessary to reconcile any conflicting comments and consolidate all reconciled design review comments into a single design review report.

• All reviewing parties are required to return comments no later than 7 calendar days prior to the end of the corresponding review period shown in the Design Stage Submission, Review, and DB Contractor Fixed Price Table in the Administration section below.

• The DB will prepare and submit the design review report with written responses within 14 calendar days after comment due date.

2.11 Electronic/Print Media

2.11.1 Submission Security

All submissions must follow the PBS Order 3490.2 “Document security for sensitive but unclassified paper and electronic building information” for the proper use, procedures, and disposal of sensitive building information that is contained in the submittals.

2.11.2 Electronic Documents

In addition to any hardcopy submission requirements, all submissions including shop drawing submissions must also be submitted in an electronic format. All electronic media must be in a form readable by standard office automation applications such as .pdf format.

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

2.11.3 Computer Aided Design (CAD) Standards

Starting with the design development submission all drawing materials provided by the DB Contractor, including final as-built drawings, must conform to the GSA PBS computer aided design (CAD) standards.

Go to http://www.gsa.gov/cifm for requirements.

2.11.4 Other Electronic Documents

In addition to any hardcopy submission requirements, all design submissions must also be submitted in an electronic format. All electronic media must be in a form readable by standard office automation applications.

2.11.5 Plans and Specifications

Provide 1 hard copy and 1 electronic set of plans and specifications in PDF and native format (DWG, DOC, etc.), at each required design development and construction documents submission. The size of prints (e.g.

full/half-size plans) will be as directed by the GSA.

2.12 Record Keeping

The Construction is responsible for preparing correspondence and other documentation and maintaining accurate and detailed records of the project's progress during each Phase. The Construction is responsible to maintain records so as to facilitate document storage and retrieval. Refer to the Scope of Services section below for detailed requirements for project documentation.

2.13 Design-Build Contractor Personnel Security Requirements

In the performance of work required under this contract, all Design-Build Contractor personnel must present proper identification to gain access to occupied building areas housing federal operations. Design-Build Contractor personnel means Design-Build Contractor employees and subcontractor employees at all tiers.

Design-Build Contractor personnel requiring daily/weekly access to occupied building areas housing federal operations, over a period of 180 days or more, shall undergo the HSPD-12 background investigations conducted by the United States Government, and will be issued Government-wide standard secure and reliable forms of identification issued by the federal Government (i.e., federal personal identity verification (PIV) credentials) as required under Homeland Security Presidential Directive-12 (HSPD-12). Credentialed Design-Build Contractor personnel must wear their PIV credential cards visibly above the waist at all times while in occupied building areas housing federal operations.

All other Construction Contractor personnel requiring access to occupied building areas housing federal operations will be issued visitor badges upon entry, must wear their visitor badges visibly above the waist, and must surrender their visitor badges upon exit.

All non-PIV credentialed Design-Build Contractor personnel must be escorted at all times (including after hours) while in occupied building areas housing federal operations. The escort must be a PIV credentialed individual who has been found suitable after completion of the required background investigation. An exception to this requirement will be provided for Design-Build Contractor personnel requiring daily/weekly access to occupied building areas housing federal operations, over a period exceeding 10 days but less than 180 days. These individuals shall undergo a law enforcement check. Those who receive favorable results will be granted unescorted access to specified building areas. Those who receive unfavorable results will be denied any access to occupied building areas housing federal operations, pending completion of any adjudication and/or appeal process or final determination.

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

2.13.1 Law Enforcement Checks and Background Investigations

The GSA will designate a Department of Homeland Security (DHS) Federal Protective Service (FPS) representative to coordinate the required law enforcement checks and background investigations. The Design-Build Contractor shall justify the need for and obtain the GSA approval of all requests for Design- Build Contractor personnel law enforcement checks or background investigations, before initiating further action.

For each Design-Build Contractor employee (including subcontractor employees) required to undergo a law enforcement check, the Contractor Contractor shall provide a legible ten-print fingerprint submission.

For each Design-Build Contractor employee (including subcontractor employees) required to undergo a background investigation, the Construction Contractor shall provide the following documents:

• A completed Questionnaire for Non-Sensitive Positions (Standard Form 85)

• A legible ten-print fingerprint submission

• A Declaration for Federal Employment (Optional Form 306) with items 1, 2, 8 through 13, 16, and 17a completed (or a document containing the same information)

The required forms may be downloaded from the GSA website at: www.gsa.gov/forms .

The GSA will provide fingerprinting at no cost for Design-Build Contractor personnel requiring law enforcement checks or background investigations. Alternatively, fingerprinting may be obtained from local or state law enforcement agencies. Any fees charged by these agencies shall be non-reimbursable.

The Design-Build Contractor shall provide the documents required above to the GSA or directly to the designated DHS FPS representative, at least 30 days before the subject individuals will require daily/weekly access to building areas housing federal operations. The documents required for each applicant shall be provided in a separate sealed and secure envelope.

Design-Build Contractor personnel for whom background investigations have been requested must appear at least once in person before the designated DHS FPS representative and present two acceptable original identity source documents. One of these documents must be a valid (unexpired) picture ID issued by a state government or the federal government. [Note: the list of acceptable documents to establish identity is contained in Appendix G to the GSA HSPD-12 Personal Identity Verification and Credentialing SOP.]

Design-Build Contractor personnel requiring daily/weekly access to building areas housing federal operations may be in possession of previously issued valid federal PIV credentials. For each such Design- Build Contractor employee (including subcontractor employees), the DB Contractor shall provide evidence verifying that the employee: (1) possesses a valid (unexpired) federal PIV credential; and (2) has undergone the required suitability or national security level investigation comparable to or higher than that required on this contract. If both of these conditions cannot be met, a new background investigation shall be required.

2.13.2 Credentialing and Return of Credentials

A federal PIV credential may be issued after an initial background check has been completed. If the ensuing further background investigation results in a preliminary finding that the subject individual is unsuitable to occupy a position at the designated sensitivity level, the PIV credential may be revoked and the subject individual denied access to building areas housing federal operations pending completion of any adjudication and/or appeal process or final determination. Unsuitable individuals may be escorted out of building areas housing federal operations by DHS FPS, Immigration and Customs Enforcement (ICE), or other law enforcement entities, if necessary to protect government employees, property, and interests.

http://www.gsa.gov/forms

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

To receive an approved PIV credential, the applicant must appear in person before the designated DHS FPS representative and again present an original valid (unexpired) picture ID issued by a state government or the federal government. Additionally, the applicant must sign an affidavit attesting to acceptance of the PIV credential and related responsibilities.

The Design-Build Contractor immediately shall deliver to the GSA each federal PIV credential obtained for performance of this contract, under whichever of the following conditions occurs earliest:

• Receipt of notification from GSA that the PIV credential has been revoked

• Determination that the subject individual no longer requires daily/weekly access to building areas housing federal operations

• Release of the subject individual from DB Contractor or subcontractor employment

• Completion of subcontract work (for PIV credentials issued to subcontractor employees)

• Expiration of this contract

In the event that a Design-Build Contractor PIV credential is damaged, lost, misplaced or stolen, the Design- Build Contractor immediately shall notify the GSA and, if needed, request a replacement. Damaged PIV credentials shall be returned to the GSA.

2.13.3 Subcontracts

The Design-Build Contractor shall incorporate provisions in all applicable subcontracts as necessary to ensure compliance with all requirements provided in this Design-Build Contractor Personnel Security Requirements section.

2.14 Document Security. Reference GSA-PBS Order 3490.2.

Sensitive but unclassified (SBU) building information is information that, if misused, poses a potential security risk to a building, its occupants and visitors, and/or its contents. The Design-Build Contractor shall comply with the following requirements regarding SBU building information.

2.14.1 Documents

As used in this section, the term “documents” means any media or devices used to capture, store, and transmit information, including printed images and electronically or optically stored forms of graphic and written information, as well as physical or virtual models.

2.14.2 Identification and Labeling/Marking

Original Design-Build Contractor generated documents that contain building information must be reviewed with the GSA to identify any SBU content, before the original or any copies are disseminated to any other parties. If SBU content is identified, the Design-Build Contractor shall affix SBU document labels/markings to the original documents and all extant copies, as instructed by the GSA, prior to any dissemination.

2.14.3 Copying from Labeled/Marked Documents

Any documents containing SBU content copied from SBU labeled/marked documents must have the same SBU labels/markings affixed, unless the copies are redacted and reviewed as provided below.

2.14.4 Redacting

The Design-Build Contractor may redact complete or partial copies of SBU labeled/marked documents to remove or completely and unalterably obscure the SBU content. The DB Contractor shall review the redacted copies with the GSA to ensure that all SBU content has been removed or obscured. Copies so redacted and reviewed are no longer subject to these requirements regarding SBU building information.

Fort Lauderdale Federal Building and U.S. Courthouse Solicitation Number: TBD

Non Prospectus Small Project Construction SOW-Concrete Crack and Spall Repairs_FtLaudFBCT.doc GSA-PBS Southeast Sunbelt Region 4 Architecture & Engineering Division www.gsa.gov

2.14.5 Safeguarding and Storage

The Design-Build Contractor shall properly safeguard any documents bearing SBU labels/markings at all times while those documents are in DB Contractor possession.

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