ST_E_BLDG_37_IFB_SPECS_VOL_1_12_JAN_2017_-_Rev_13_Feb.pdf

St. Elizabeths 2017 work

Building 37

St. Elizabeths West Campus

Washington, DC

ISSUED FOR BID SPECIFICATIONS

Volume 1

12 January 2017

SENSITIVE BUT UNCLASSIFIED

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of this document to unauthorized recipients is prohibited. Do not remove this notice. Properly destroy or return documents when no longer needed.

General Services Administration | Project Manual

ST. ELIZABETHS ADAPTIVE REUSE: BUILDING 37 - PHASE 2

GSA Project No. NDC 00256

BUILDING 37 – 2016 WORK

Issued for Bid JANUARY 12, 2017

TABLE OF CONTENTS 00 01 10-1

Sensitive but Unclassified

DOCUMENT NO. 00 01 10

TABLE OF CONTENTS

The complete Project Manual for this project consists of this entire bound volume which is not to be separated for any reason. The Contract Officer will not be responsible for any assumptions made by a Contractor or Subcontractor who does not receive a complete bound Project Manual containing all sections and documents listed in the Table of Contents.

The following listed documents comprise the Project Manual for the Project St. Elizabeths:

Building 37 – 2016 Work. Where numerical sequence of Sections or Divisions is interrupted, such interruptions are intentional.

PROJECT MANUAL

Section No. Section Title Issue Date

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

00 01 10 Table of Contents 01/12/17

SPECIFICATIONS GROUP

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 Summary 01/12/17 01 13 00 Delegated Design Requirements 01/12/17 01 14 00 Work Restrictions 01/12/17 01 21 00 Allowances 01/12/17 01 25 00 Substitution Procedures 01/12/17 01 27 00 Unit Prices 01/12/17 01 29 00 Payment Procedures 01/12/17 01 31 00 Project Management and Coordination 01/12/17 01 31 10 Critical Path Method Scheduling 01/12/17 01 32 00 Construction Progress Documentation 01/12/17 01 32 20 Photographic Documentation 01/12/17 01 33 00 Submittal Procedures 01/12/17 01 35 93 Archeological Finds 01/12/17 01 40 00 Quality Assurance and Control 01/12/17 01 41 00 Structural Special Inspections and Testing Laboratory Services 01/12/17 01 42 00 References 01/12/17 01 50 00 Temporary Facilities and Controls 01/12/17 01 56 39 Temporary Tree and Site Protection 01/12/17 01 59 30 Security Regulations 01/12/17 01 59 50 Safety and Health 01/12/17 01 60 00 Product Requirements 01/12/17

GSA Project No. NDC 00256

TABLE OF CONTENTS 00 01 10-2

DIVISION 01 – GENERAL REQUIREMENTS (Continued) 01 70 00 Execution Requirements 01/12/17 01 73 10 Cutting and Patching 01/12/17 01 73 31 Cutting and Patching for Exterior Restoration 01/12/17 01 73 50 Fire Prevention Precautions for Hot Work 01/12/17 01 74 19 Construction Waste Management and Disposal 01/12/17 01 77 00 Closeout Procedures 01/12/17 01 78 10 Project Record Documents 01/12/17 01 78 22 Operations & Maintenance Documentation 01/12/17 01 81 13 Sustainable Design Requirements 01/12/17 01 82 00 Demonstration and Training 01/12/17 01 91 13 General Commissioning Requirements 01/12/17

DIVISION 02 - EXISTING CONDITIONS

02 22 50 Foundations for Restoration 01/12/17 02 41 16 Structure Demolition 01/12/17 02 41 19 Selective Demolition 01/12/17 02 41 20 Selective Demolition for Restoration 01/12/17

DIVISION 03 - CONCRETE

03 10 00 Concrete Formwork 01/12/17 03 20 00 Concrete Reinforcement 01/12/17 03 21 10 Reinforcing Steel for Restoration 01/12/17 03 30 00 Cast-In-Place Concrete 01/12/17 03 30 10 Cast-in-Place Concrete for Restoration 01/12/17 03 30 53 Cast-in-Place Concrete for Site Applications 01/12/17 03 64 23 Epoxy Injection for Restoration 01/12/17

DIVISION 04 - MASONRY

04 01 20.52 Unit Masonry Cleaning for Exterior Restoration 01/12/17 04 01 21 Brick Masonry Repair and Replacement for Exterior Restoration 01/12/17 04 01 24 Terra Cotta Repair & Replacement for Exterior Restoration 01/12/17 04 01 27 Repointing with Cement-Lime Mortar for Exterior Restoration 01/12/17 04 05 01 Masonry Mortar and Grout for Restoration 01/12/17 04 20 00 Unit Masonry 01/12/17 04 20 10 Unit Masonry for Site Applications 01/12/17 04 21 13 Brick Masonry for Exterior Restoration 01/12/17 04 21 29 Terra Cotta Masonry for Exterior Restoration 01/12/17

DIVISION 05 – METALS

05 12 01 Structural Steel for Restoration 01/12/17 05 30 00 Steel Deck 01/12/17 05 30 10 Steel Deck for Restoration 01/12/17 05 40 00 Cold Formed Metal Framing 01/12/17

GSA Project No. NDC 00256

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DIVISION 05 – METALS (Continued)

05 50 00 Metal Fabrications 01/12/17 05 52 13 Pipe and Tube Railings for Site Applications 01/12/17 05 70 00 Decorative Metal Fabrications 01/12/17 05 73 15 Glass Railing System 01/12/17

DIVISION 06 - WOOD, PLASTICS & COMPOSITES

06 10 00 Rough Carpentry 01/12/17 06 16 53 Moisture Resistant Sheathing Board 01/12/17 06 22 13 Interior Millwork 01/12/17 06 26 15 Profiled Paneling 01/12/17 06 41 13 Custom Laminate Casework 01/12/17

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 91 Chemical Injection for Exterior Restoration 01/12/17 07 13 26 Self-Adhering Sheet Waterproofing 01/12/17 07 18 13 Pedestrian Traffic Bearing Waterproof Coating 01/12/17 07 21 00 Building Thermal Insulation 01/12/17 07 21 10 Thermal Insulation for Exterior Restoration 01/12/17 07 27 26 Fluid-Applied Air and Vapor Barriers 01/12/17 07 32 00 Clay Tile Roofing for Exterior Restoration 01/12/17 07 55 56 Hot Fluid-Applied Protected Membrane Roofing 01/12/17 07 62 00 Sheet Metal Flashing and Trim 01/12/17 07 62 10 Sheet Metal Flashing and Trim for Exterior Restoration 01/12/17 07 81 16 Cementitious Sprayed-On Fireproofing 01/12/17 07 84 13 Through-Penetration Firestop Systems 01/12/17 07 84 43 Fire Resistive Joint Sealants 01/12/17 07 92 00 Joint Sealants 01/12/17 07 92 10 Joint Sealants for Exterior Restoration 01/12/17

DIVISION 08 – OPENINGS

08 11 13 Hollow Steel Doors and Frames 01/12/17 08 14 16 Flush Wood Doors 01/12/17 08 31 00 Access Doors 01/12/17 08 34 73 Metal Sound Control Doors 01/12/17 08 41 13 Aluminum Storefront and Entrances 01/12/17 08 44 13 Aluminum Curtain Walls 01/12/17 08 56 00 Interior Supplemental Windows for Exterior Restoration 01/12/17 08 71 00 Finish Door Hardware 01/12/17 08 71 13 Automatic Door Operators 01/12/17 08 80 00 Glazing 01/12/17

GSA Project No. NDC 00256

TABLE OF CONTENTS 00 01 10-4

DIVISION 09 - FINISHES

09 20 00 Stucco for Exterior Restoration 12/9/16 09 21 16 Gypsum Board Shaft Wall Systems 01/12/17 09 22 16 Non-Load Bearing Metal Framing 01/12/17 09 23 00 Gypsum Plaster 01/12/17 09 27 13 Glass Fiber Reinforced Gypsum Plaster Fabrications 01/12/17 09 29 00 Gypsum Board 01/12/17 09 30 00 Tiling 01/12/17 09 51 00 Acoustical and Decorative Ceilings 01/12/17 09 64 29 Wood Strip Flooring 01/12/17 09 65 17 Linoleum Sheet Flooring 01/12/17 09 65 19 Resilient Floor Tile 01/12/17 09 68 00 Carpet 01/12/17 09 68 13 Carpet Tile 01/12/17 09 72 15 Wall Covering 01/12/17 09 77 13 Stretched Fabric Wall System 01/12/17 09 91 00 Painting 01/12/17 09 91 10 Painting - Exterior Restoration 01/12/17

DIVISION 10 – SPECIALTIES

10 21 19 Ceiling Hung Metal Toilet Partitions 01/12/17 10 28 00 Toilet Accessories 01/12/17 10 44 00 Fire Protection Specialties 01/12/17 10 44 45 Photoluminescent Exit Path Markings 01/12/17

DIVISION 11 – EQUIPMENT

11 61 30 Stage Rigging 01/12/17

DIVISION 12 – FURNISHINGS

12 24 13 Roller Window Shades 01/12/17 12 36 61 Simulated Stone Fabrications 01/12/17 12 48 16 Foot Grilles 01/12/17 12 61 00 Fixed Audience Seating 01/12/17 12 93 00 Site Furnishings 01/12/17

DIVISION 14 - CONVEYING EQUIPMENT

14 24 00 Hydraulic Elevators 01/12/17 14 26 00 Limited Use / Limited Application Elevators 01/12/17

DIVISION 21 - FIRE SUPPRESSION

21 12 00 Fire Suppression Standpipes 01/12/17 21 13 13 Wet Pipe Sprinkler Systems 01/12/17

GSA Project No. NDC 00256

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DIVISION 22 – PLUMBING

22 05 00 Common Work Results for Plumbing 01/12/17 22 05 23 General Duty Valves for Plumbing 01/12/17 22 05 29 Hangers and Supports for Plumbing 01/12/17 22 05 33 Freeze Protection for Plumbing Piping 01/12/17 22 05 53 Identification for Plumbing Pipe and Equipment 01/12/17 22 07 00 Plumbing Insulation 01/12/17 22 10 00 Plumbing Piping and Pumps 01/12/17 22 13 00 Facility Sanitary Sewerage 01/12/17 22 14 00 Facility Storm Drainage 01/12/17 22 30 00 Plumbing Equipment 01/12/17 22 40 00 Plumbing Fixtures 01/12/17

DIVISION 23 - HEATING VENTILATING AND AIR-CONDITIONING

23 05 00 Common Work Results for HVAC 01/12/17 23 05 05 Specialties for HVAC Piping 01/12/17 23 05 13 Common Motor Requirements for HVAC 01/12/17 23 05 23 General Duty Valves for HVAC Piping 01/12/17 23 05 29 Supports and Hangers for HVAC Piping 01/12/17 23 05 48 Vibration and Seismic Controls for HVAC Piping and Equipment 01/12/17 23 05 53 Identification for HVAC Pipe and Equipment 01/12/17 23 05 94 Testing, Adjusting and Balancing for HVAC 01/12/17 23 07 00 HVAC Insulation 01/12/17 23 09 00 Instrumentation and Controls for HVAC 01/12/17 23 21 13 Hydronic Piping 01/12/17 23 21 23 Hydronic Pumps 01/12/17 23 31 00 HVAC Ducts and Casings 01/12/17 23 33 00 Air Duct Accessories 01/12/17 23 34 00 HVAC Fans 01/12/17 23 36 00 Air Terminal Units 01/12/17 23 37 13 Diffusers, Registers and Grilles 01/12/17 23 38 00 Sound Attenuation 01/12/17 23 41 00 Particulate Air Filtration 01/12/17 23 57 00 Heat Exchangers for HVAC 01/12/17 23 73 00 Indoor Central Station Air Handling Units 01/12/17 23 80 00 Decentralized HVAC Equipment 01/12/17 23 81 23 Computer Room Air Conditioners 01/12/17

DIVISION 26 – ELECTRICAL

26 05 00 Common Work Results for Electrical 01/12/17 26 05 19 Low Voltage Electrical Power Conductors and Cables 01/12/17 26 05 26 Grounding and Bonding for Electrical Systems 01/12/17 26 05 29 Hangers and Supports for Electrical Systems 01/12/17 26 05 33 Raceway and Boxes for Electrical Systems 01/12/17 26 05 53 Identification for Electrical Systems 01/12/17 26 05 80 Electrical Provisions 01/12/17

GSA Project No. NDC 00256

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26 09 23 Lighting Control Devices 01/12/17 26 09 61 Theatrical Lighting Controls 01/12/17 26 24 16 Panelboards 01/12/17 26 24 19 Motor Control 01/12/17 26 27 26 Wiring Devices 01/12/17 26 28 16 Enclosed Switches and Circuit Breakers 01/12/17 26 29 23 Variable Frequency Motor Controllers 01/12/17 26 41 13 Lightning Protection for Structures 01/12/17 26 50 00 Specialty Lighting 01/12/17

DIVISION 27 - COMMUNICATIONS

27 05 00 Common Work Results for Communication Systems 01/12/17 27 05 26 Grounding and Bonding for Communications Systems 01/12/17 27 05 28 Pathways for Communication Systems 01/12/17 27 05 53 Identification for Communications Systems 01/12/17 27 11 00 Communications Equipment Room Fitting 01/12/17

DIVISION 28 - ELECTRONIC SAFETY & SECURITY

28 31 11 Digital Addressable Voice Evacuation Fire Alarm Systems 01/12/17

DIVISION 31 – EARTHWORK

31 10 00 Site Clearing 01/12/17 31 41 10 Foundations and Underpinning for Restoration 01/12/17

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 Asphalt Paving 01/12/17 32 13 13 Concrete Paving 01/12/17 32 13 73 Concrete Paving Joint Sealants 01/12/17 32 31 27 Metal Louver Gates 01/12/17

DIVISION 33 – UTILITIES

33 41 00 Storm Utility Drainage Piping 01/12/17

APPENDIX

Appendix A LEED Version 2009 Checklist 01/12/17 Appendix B Interior Finishes Schedule 01/12/17 Appendix C Luminaire Cut Sheets 01/12/17 Appendix D Light Fixture Schedule 01/12/17 Appendix E Building 37 Historic report prepared by WJE 03/12/10 Appendix F Building 37 Inventory list prepared by Grunley 2012 Appendix G GSA-Office of the PBS Chief Information Officer “Advanced Metering System Implementation Guide” Version 01 07/22/08 Appendix H GSA-IT “Building Technologies Technical Reference Guide”

GSA Project No. NDC 00256

TABLE OF CONTENTS 00 01 10-7

Version 1.1 02/05/14 Appendix J GSA “Smart Building Design and Implementation Guidelines Rev 2. 04/01/13

Appendix K GSA “ION EEM Advanced Metering Interconnection Guide” 07/12 Appendix L GSA “Technology Policy for PBS-owned Buildings Monitoring And Control Systems 3/31/11 Appendix M St. Elizabeths Campus Security Planning Guide: Door/Window Openings 3/18/16

END OF DOCUMENT 00 01 00

GSA Project No. NDC 00256

SUMMARY 01 10 00 - 1

SECTION 01 10 00

SUMMARY

PART 1 - GENERAL

1.1 PROJECT IDENTIFICATION

A. Project Name and Location:

St. Elizabeths Phase 1b Adaptive Reuse Building 37.

2701 Martin Luther King Jr. Avenue Washington D.C.

B. Project Summary Description: The project includes but is not limited to the following Work:

1. Completion of the renovation and restoration of existing Building 37. Portions of this work were started under a separate contract. The project currently exists in a partially completed state.

2. Civil engineering and landscape for the above.

3. Mechanical ventilation, heating and cooling, electrical, plumbing, fire protection, audio visual and security systems for the above.

C. The project was designed by the General Services Administration.

D. Architect: The term Architect refers to the project designer. The Architect’s status relative to the construction will be stated in writing by the Contracting Officer prior to the pre-construction conference. The project was designed by:

Perkins + Will The Wrigley Building

410 N. Michigan Avenue Suite 1600 Chicago, Illinois 60611

E. Construction Manager: The Construction Manager's status relative to the construction will be delineated in writing by the Contracting Officer prior to the pre-construction conference. The Construction Manager is:

AFG/Parsons St. Elizabeths West Campus 2701 Martin Luther King, Jr. Ave SE Building 37A Washington, DC 20032

GSA Project No. NDC 00256

SUMMARY 01 10 00 - 2

F. Partnering for this project is required. It is the Contractor’s responsibility to propose a Partnering firm and fee as described in Division 1 “Project Management and Coordination”.

G. Commissioning Agent (CxA):

ONIX

606 E Street, NW, Suite 651 Washington, D.C. 20004

H. The Contracting Officer for the project is:

Bonnie E Echoles, Contracting Officer GSA, Office of Design and Construction (WPC) St Elizabeths West Campus Project Office 2701 Martin Luther King Avenue, SE Building 37a Washington, DC 20032 bonnie.echoles@gsa.gov Phone: (202) 561-7821 Fax: (202)373-0164

1.2 SCHEDULE OF GOVERNMENT-FURNISHED PROPERTY

A. Various building materials intended for this project were purchased under a prior contract and are currently stored in the Building. A materials inventory log describing the quantities and locations of these materials has been provided for REFERNCE ONLY in the Appendix.

1.3 MISCELLANEOUS PROVISIONS

A. Work in existing facilities shall correspond in all respects with the existing conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.

B. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract. Work out of alignment, where exposed by removal of existing work, shall be called to the attention of the GSA. Necessary corrective work shall be as directed.

1. Replacements of existing conditions that are removed shall match similar existing conditions.

2. Unless otherwise indicated, existing structural members shall not be cut or altered without authorization by the Contracting Officer.

3. Conditions remaining in place, which are damaged or defaced during the

Work, shall be restored to the condition existing at time of award of Contract.

mailto:bonnie.echoles@gsa.gov

GSA Project No. NDC 00256

SUMMARY 01 10 00 - 3

4. Discolored or unfinished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.

C. Existing structures will remain in place.

D. Existing utility services with related meters and equipment will remain in place.

E. Removed items indicated to remain the property of the Government shall be stored on site where directed by the Contracting Officer. The Contractor shall verify stored materials inventory log provided in the Appendix, and determine the suitability for the installation of the items listed.

1. The Contractor may elect to use stored materials which they have found to be suitable for installation in the locations indicated in the drawings and specifications.

2. The Contractor shall provide replacement materials for damaged/unusable materials as described in the section UNIT PRICES.

3. The Contractor shall return materials stored within the building that are not part of the project to the Government.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01 10 00

GSA Project No. NDC 00256

DELEGATED DESIGN REQUIREMENTS 01 13 00-1

SECTION 01 13 00

DELEGATED DESIGN REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: Administrative and procedural requirements for assemblies and construction systems provided by a contractor under the delegated design procedure.

1.2 DEFINITIONS

A. Delegated: Means delegated by the Government to a prime contractor.

B. Design: Means the planning, coordination, and graphic and written communication of a portion of the Work, including determination and engineering of system or assembly or system organization and structure, in response to functional requirements, arrangement and performance criteria indicated in the Contract Documents.

1.3 ADMINISTRATIVE REQUIREMENTS

A. Portions of the Contract Documents delegate the design of certain exterior wall components, assemblies or systems to a contractor, or may otherwise specify “delegated design requirements” in individual specification Sections.

B. The Contractor is to be responsible for delegated design Work, including design, engineering and performance.

C. Drawings of delegated design portions of Work are diagrammatic and are intended only to show:

1. Design intent of finished materials, profiles, shapes and forms.

2. Relationships between elements.

3. Location, identification, dimension and size of components, assemblies and accessories.

4. Schematic attachment details and diagrams of fasteners and connections.

D. Specifications for delegated design portions of the Work establish performance criteria for materials, products, systems, and methods of execution, along with minimum performance requirements for indicated portions of the Work.

E. The Government will review to determine whether or not the delegated component, assembly or system design complies with the following.

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DELEGATED DESIGN REQUIREMENTS 01 13 00-2

1. That the Contractor’s engineering shows substantiation of the specified performance criteria.

2. Conforms to specified performance requirements, including subsequent modifications.

3. Complies with the overall project design.

4. Can be appropriately integrated into the overall design of the project.

5. Review by the Government does not relieve the Contractor from compliance with the requirements of the delegated component.

F. In the event of conflicts regarding the Contractor’s proposed delegated design solutions and the design intent of the Contract Documents, the decision of the Government will be final.

1.4 PROCEDURAL REQUIREMENTS

A. Design Requirements: Proposed delegated design solutions are to demonstrate compliance with the original design intent of the Contract Documents, as determined by the Government.

1. Unless otherwise defined by the Contract Documents, appearance of exposed elements, including member sizes, profiles and alignment of components, are to be within dimensional limits of section profiles indicated on the Drawings, and are to be consistent throughout the Project. Do not deviate from profiles, layouts or arrangements indicated without prior written approval from the Government.

2. Proposed delegated design solutions that exactly follow details indicated on the Drawings do not relieve Contractor of responsibility for design and performance of delegated design portions of Work.

B. Engineering Requirements: Engineer delegated design portions of the Work to meet or exceed specified performance requirements, to satisfy the requirements of the authorities having jurisdiction, and to provide structurally sound, water and weathertight assemblies capable of withstanding the specified in-service loads without failure.

C. Additional Requirements:

1. Fabricate, assemble and install delegated portions of the Work to accommodate the full range of manufacturing, operating and field installation tolerances of adjacent work specified in other Sections.

2. If required by the authorities having jurisdiction, submit shop drawings, specifications, calculations and other supporting data necessary for obtaining jurisdiction approval after they have been reviewed by the Government and prior to beginning installation. Pay fees incurred.

1.5 SUBMITTALS

GSA Project No. NDC 00256

DELEGATED DESIGN REQUIREMENTS 01 13 00-3

A. General: Coordinate and process submittals for delegated design portion of Work in same manner as for other portions of Work.

B. Design Data:

1. Submit engineering calculations demonstrating compliance with the requirements of Contract Documents and of the authorities having jurisdiction.

a. Provide calculations legible and that incorporate sufficient cross-references to shop drawings to make calculations readily understandable and reviewable.

b. Test reports are not acceptable as a substitute for calculations.

2. Structural Calculations: Include the following:

a. Analysis of framing members.

b. Section property computations for framing members.

c. Analysis of anchors, including anchors embedded in concrete

d. Signature and seal of the qualified District of Columbia licensed

Professional Engineer responsible for their preparation.

C. Furnish appropriate certification from licensed fabricator shop or complete detailed inspection reports signed by each inspector performing unlicensed shop inspection to the Government before the Work affected by these inspections is delivered to the site.

1.6 QUALITY ASSURANCE

A. Engineer Qualifications: Unless stated otherwise in other sections, provide the following:

1. Professional Engineer legally licensed and qualified to practice in the District of Columbia and experienced in, and having a minimum of ten (10) consecutive years providing the type of engineering services indicated in the Contract Documents.

2. Engineering services are defined as those performed for the design, fabrication and installation of components and assemblies similar in material, design, complexity and extent to those indicated in the Contract Documents for this Project.

B. Fabricator/Installer Qualifications: Firm with a minimum of ten (10) consecutive years experience in the design, testing, fabrication, assembly, installation and coordination of specified components, assemblies and systems on projects similar in material, design, complexity and extent to this Project, and whose work has resulted in applications with a record of successful in-service performance. Submit evidence demonstrating the following.

1. The ability to coordinate and work with a qualified testing agency for testing exterior building envelope assemblies utilizing the recognized test standards

GSA Project No. NDC 00256

DELEGATED DESIGN REQUIREMENTS 01 13 00-4

of the industry on projects similar in material, design, complexity and extent of this Project.

2. The experience managing, scheduling, coordinating and maintaining on-time performance in conjunction with the successful projects and for the proposed project.

3. An in-place, comprehensive quality assurance and quality control program and procedures that demonstrates how it is being applied on the project.

Describe and demonstrate how the proposed comprehensive quality assurance and quality control program has been successful other projects.

4. The current resources, including currently-employed personnel, to produce the Work to the specified requirements.

5. The ability to produce proposal drawings, accommodate plant visits, and mockups, organization plans, project management plans and proposed schedules in conjunction with the bidding for this Project.

6. The ability to warranty curtain wall systems for five (5) years and the curtain wall finishes for twenty (20) years.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Provide products, materials, components and accessories required for a complete installation and operation in the proposed design, whether or not such items are indicated in the Contract Document Drawings or in the Specifications.

B. Provide anchors, attachments, hardware, inserts, fasteners, clips, bracing, framework, and similar items as required to meet specified design and performance requirements, and to anchor of delegated design Work to adjacent supports, or to related adjoining work, whether or not such items are indicated in the Contract Document Drawings or in the Specifications.

PART 3 - EXECUTION

3.1 DESIGN

A. Unless otherwise indicated or specified, maintain design intent and specified performance requirements of the Contract Documents.

1. If certain fabrication or erection methods, minor dimensional changes and detailing adjustments to the original design in the Contract Documents are required, indicate such on submitted Bid Proposal Drawings.

2. Prior to shop drawing submittal, obtain written approval from the Government for proposed changes and adjustments.

GSA Project No. NDC 00256

DELEGATED DESIGN REQUIREMENTS 01 13 00-5

B. Engage a qualified licensed Professional Engineer to design connection details and determine fastener types and sizes.

1. Fasteners or connections are not to conflict with or require revision to the design profiles indicated on the Drawings or to the supporting work.

2. Connections are not to impose eccentric loading, nor induce twisting or warping to supporting structure.

3. Design connections to accommodate potential and actual misalignment of adjacent work within tolerances specified in other Sections.

3.2 SCHEDULE OF DELEGATED DESIGN ITEMS

A. Components, assemblies and systems delegated to the Contractor include the following:

1. Cold formed metal framing

2. Curtain wall systems, including glass and glazing

3. Storefront, including glass and glazing

4. Slope glazing assemblies, including glass and glazing

END OF SECTION 01 13 00

GSA Project No. NDC 00256

WORK RESTRICTIONS 01 14 00 - 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 - GENERAL

1.1 CONTRACTOR USE OF PREMISES

A. The Contracting Officer or Government will conduct a pre-construction survey with the Contractor to review and document the existing conditions surrounding the project premises prior to the beginning of any construction activity.

B. During the construction period, the Contractor shall have full use of the designated premises for construction operations, including full use of the indicated work site, limited only by the Government's right to perform work or retain other contractors to perform work on portions of the project.

C. The Contractor shall limit use of the premises to the work in areas indicated, to allow for Government occupancy and public use.

1. Confine operations at the site to areas indicated. Do not disturb portions of the site beyond the areas in which Work is indicated.

2. Keep driveways and entrances serving the premises clear and available at all times to the Government, Government employees and to visitors. Do not use these areas for parking or storage of materials.

3. Schedule deliveries to minimize space and time requirements for storage of material and equipment on site.

4. Maintain existing building in a safe and weather-tight condition throughout the construction period. Repair damage caused by construction operations to the satisfaction of the Government. Take precautions to protect the building, its occupants, and the public, during the construction period. A representative of the Contractor shall be available to arrive on site within one (1) hour of notice should an emergency occur.

5. Keep public areas, such as hallways, stairs, lobbies, and toilet rooms, free from accumulation of waste material, rubbish, construction debris and construction materials.

6. Space on the premises will be made available for the Contractor's storage and related activities, provided that its use will not interfere with operations of the Government. Arrange and gain approval for use of this space through the Contracting Officer.

7. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or designated to be salvaged as Government property shall become the property of the Contractor and shall be removed from the site. Storage or sale of excess salvageable materials and equipment is not permitted on site.

8. Pollution producing equipment shall not be located near air intakes where airborne smoke or fumes could be drawn into the building. When not required for powering unloading operations, turn off engines when docked.

GSA Project No. NDC 00256

WORK RESTRICTIONS 01 14 00 - 2

9. Smoking is not permitted in or around the building, see Facilities Management Regulation (FMR) Case 2008-102-3. Also see Code of Federal Regulations (CFR) 41 CFR Part 102-74.

10. No parking will be available on site. The Contractor and Contractor's employees shall make their own arrangements for vehicle parking off site.

11. Refer to Chapter 4 of the Landscape Integration Plan for additional requirements for site use, site protection, and landscape protection.

12. Coordinate all Work with all other Phase 2 projects and all other Government Contractors. Any impact on Government operations or other contractor activities must be closely coordinated.

13. Contractor needs to be aware of the archeological significance and impact of the project site and coordinate with OGCs on any possible archeological sitework.

14. Cell phones: Contractor is to provide company cell phone during this contract.

All cell phones to be “on vibrate” at all times. If a telephone begins audibly ringing, the building guards will take the cell phone and hold until the end of the working day prior to the contractor leaving the property. Cell phones are only permitted in construction area and the contractor’s office space.

15. No apparatus with an open flame is allowed to be used within the facility without the prior receipt of a burn permit. Contact the Field Officer to obtain burn permits. Bun permits are required for each separate occurrence.

16. Permits: Refer to FAR 52.236-7.

17. The work shall be sequenced to minimize disruption to building occupants, visitors, and maintenance activities. To the greatest extent feasible, demolition work should not take place until supplies are on hand to perform new work.

18. Coordinate with the GSA Project Manager and the COR for Site Access.

19. Coordinate with the GSA Project Manager and the COR on correct response procedures for any building system alarms occurring during, or resulting from, the construction process.

20. All building systems outside the immediate construction area shall be kept fully operational during normal working hours.

21. Protect building site from flying debris.

22. Contractor shall perform a survey of the proposed “Limits of Disturbance”

(LOD) and laydown area, and provide a stakeout for field review and approval. The Contractor shall also submit a site utilization plan to the Government for review.

23. The Government reserves the right to control the sequence of construction.

24. Coordinate the use of cameras in the building with the GSA Project Manager and the Security Office.

1.2 GOVERNMENT OCCUPANCY

A. The Government has already occupied Demarc Room 37-B109 in the Basement level and will retain Occupancy throughout the duration of the project.

1. Contractor shall ensure that access to the room remains secure throughout the duration of the construction.

2. Contractor shall not block access to room.

GSA Project No. NDC 00256

WORK RESTRICTIONS 01 14 00 - 3

3. Contractor shall notify the GSA Project Manager of any work impacting operations or access to room at least 48 hours in advance of commencement of the work.

B. The Government reserves the right to occupy, place, and install equipment in completed areas of the building prior to Substantial Completion, provided such occupancy does not interfere with the completion of the Work. The Government’s installation of equipment and partial occupancy shall not constitute acceptance of the total Work.

1. Prior to partial Government occupancy, mechanical and electrical systems for the space shall be fully operational, and required inspections and tests shall be successfully completed. Upon occupancy, the Government will operate and maintain mechanical and electrical systems serving the occupied portions of the building.

2. Upon occupancy, the Government will assume responsibility for maintenance and custodial service for the occupied portions of the building.

3. The warranty period for the occupied portion of the building-only will commence on the date of occupancy by the Government.

1.3 WORKING HOURS

A. Contractor’s General Working Hours: The Contractor working hours shall be generally established to occur from 7:00 AM to 5:00PM. Contractor may coordinate with GSA and DHS project managers to arrange working hours prior to, or after, these generally established hours.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01 14 00

GSA Project No. NDC 00256

ALLOWANCES 01 21 00 - 1

SECTION 01 21 00

ALLOWANCES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. The Government is providing references included in this sub-section for information purposes only and is not intended to provide a comprehensive, all-inclusive list of any and all potentially relevant portions of the Contract Documents. Drawings and General provisions of the Contract, including Federal Acquisition Regulations (FAR) and General Services Administration Acquisition Regulations (GSAR) contract clauses, and other Division 01 Specification Sections, apply to this section.

1.2 SUMMARY

A. Section includes administration and procedural requirements governing allowances.

1. Certain items described in the Contract Documents as allowance items. The purpose of allowance items is to defer selection of the actual products and systems to a later date when direction will be provided to the Contractor. The Contracting Officer will issue Modifications to incorporate allowance items in the Work after actual products and systems have been determined.

B. Types of allowance items may include the following:

1. Lump-sum allowance items

2. Unit –price allowance items.

3. Quantity allowance items.

1.3 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise the Contracting Officer of the date when the final selection and purchase of each product or system described by an allowance item must be completed to avoid delaying the Work.

Allowances must be included in all schedule submissions.

1.4 ACTION SUBMITTALS

A. Submit proposals for products or systems described by allowance items in the form specified for Change Orders.

GSA Project No. NDC 00256

ALLOWANCES 01 21 00 - 2

1.5 INF0RMATION SUBMITTALS

A. Submit copies of invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each unit-price and quantity allowance item.

B. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.6 COORDINATION

A. Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinate installation.

B. Modifications base on an allowance item shall include cost to Contractor of specific products and systems selected by the Contracting Officer under allowance and shall include taxes, freight, and delivery to Project Site, Contractor’s costs for receiving and handling at Project Site, labor, installation, overhead, and profit.

1. If requested by the Contracting Officer, purchase additional quantities under unit-price or quantity allowances and prepare unused material for storage by Contracting Officer. Deliver unused materials to Contracting Officer’s storage space as directed.

1.7 ADJUSTMENT OF ALLOWANCE ITEMS

A. Modifications to an allowance item shall comply with the changes clauses and any other contract modifications procedures found in the Contract Documents.

B. Contracting Officer reserves the right to establish the quantity of work-in-place by independent quantity survey, measure or count.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance item properly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

GSA Project No. NDC 00256

ALLOWANCES 01 21 00 - 3

A. Coordinate materials and their installation for each allowance item with related materials and installations to ensure that each allowance is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCE ITEMS

A. Refer to the allowances listed in the Scope Of Work and General Notes on sheet ER- 001.

END OF SECTION 01 21 00

GSA Project No. NDC 00256

SUBSTITUTION PROCEDURES 01 25 00 - 1

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. The Government is providing the references included in this sub-section for information purposes only and is not intended to provide a comprehensive, all-inclusive list of any and all potentially relevant portions of the Contract Documents.

Drawings and general provisions of the Contract and other Division O1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Sections:

1. Division 01 21 00 Section “Allowances” for products selected under an allowance.

2. Division 01 24 00 Section “Options” for products selected under an option.

3. Division 01 60 00 Section “Product Requirements” for requirements for submitting comparable product submittals for products by listed manufacturers.

4. Divisions 02 through 49 Sections for specific requirements and limitations for substitutions.

1.3 DEFINITIONS

A. Substitutions: Proposed changes to the Contract Documents by the Contractor for products, materials, equipment, and methods of construction.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project Requirements but may offer advantage to Contractor or Owner.

1.4 SUBMITTALS FOR CAUSE OF CONVENIENCE

A. Substitution Requests: Per Submittal Procedures Section 01 33 00 submit electronic copies through ePM of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

GSA Project No. NDC 00256

SUBSTITUTION PROCEDURES 01 25 00 - 2

1. Substitution Request Form: Coordinate with ePM and GSA Project Manager.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Coordination information, including a list of changes or modifications needed for other parts of the Work and for construction performed by the Government and separate contractors that will be necessary to accommodate proposed substitution.

b. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable specification sections. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, energy and resource performance goals, warranties and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

c. Product Data, including drawings, and descriptions of products and fabrication and installation procedures.

d. Samples, where applicable or requested.

e. Certificates and qualification data, where applicable or requested.

f. List of similar installations for completed projects with project name, location, and contact information of owner and architect/engineer or record.

g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

h. Research reports evidencing compliance with Building code in effect for project, when applicable for the proposed substitution.

i. Detailed comparison of Contractor’s construction schedule using proposed substitution with products specified for the Work. If specified product or method of construction cannot be provided within the Contract Time, include a letter from the manufacturer, on manufacturer’s letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery. Provide a schedule fragnet with a time impact analysis to allow the Government to consider the proposed substitution.

j. Cost information, including a proposal of change, if any, in the Contract Sum.

k. Proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

l. The Contracting Office may require the Contractor to provide a contractor’s waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. The Contracting office or Contracting Officer’s Representative (CO) or (COR) Action: If necessary, the Contracting Officer or COR will request additional information or documentation for evaluation. The Contractor shall be entitled to receive notice of action on submittals within a reasonable time, given the volume or complexity of the submittals and the criticality of the affected activities to Substantial Completion as may be indicated in the Project Schedule. The Contractor shall not be entitled to receive notice of action on

GSA Project No. NDC 00256

SUBSTITUTION PROCEDURES 01 25 00 - 3

Submittals containing variations from Contract requirements in less than twenty (20) working days.

4. Failure by the Government to respond does not constitute acceptance of the proposed substitution.

1.5 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform compatibility tests recommended with manufacturers.

1.6 PROCEDURES

A. Coordination: Modify or adjust affected work as necessary to integrate the work of the approved substitutions.

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately upon discovery of need for change, but not later than 14 days prior to time required for preparation and review of related submittals.

1. Conditions: The Contracting Officer (CO) will consider the Contractor’s request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, the Contracting Officer (CO) will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. If requested, substitution involves schedule impact, Contractor has identified time impact and a mitigation plan.

d. Requested Substitution has received necessary approvals of authorities having jurisdiction.

e. Requested Substitution is compatible with other portions of the work.

f. Requested Substitution has been coordinated with other portions of the work.

g. Requested Substitution provides specified warranty.

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

GSA Project No. NDC 00256

SUBSTITUTION PROCEDURES 01 25 00 - 4

B. Substitutions for Convenience: The Contracting Officer (CO) will consider requests for substation if received within 60 days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of the Contracting Office (CO) or the Contracting Officer Representative (COR).

1. Conditions: The Contracting Officer (CO) will consider Contractor’s request for substitution when the following conditions are satisfied:

a. Requested substitution offers the Government a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional obligations the Government incurs.

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.

d. Substitution request is fully documented and properly submitted.

e. If requested substitution involves schedule impact Contractor has identified time impact and a mitigation plan.

f. Requested substitution has received necessary approvals of authorities having jurisdiction.

g. Requested substitution is compatible with other portions of the work.

h. Requested substitution has been coordinated with other portions of the work.

i. Requested substitution provides specified warranty.

j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

PART 3 - EXECUTION (Not used)

END OF SECTION 01 25 00

GSA Project No. NDC 00256

UNIT PRICES 01 27 00 - 1

SECTION 01 27 00

UNIT PRICES

PART 1 - GENERAL

1.1 SUMMARY

A. Unit price is defined in the Agreement.

B. A unit price provides an amount proposed by the Contractor and stated on the Bid Form as a price per unit of measurement for materials or services that will be added to, or deducted from, the Contract price by change order if the estimated quantity of the corresponding work required by the Contract Documents is increased or decreased.

C. Unit prices shall include access and all necessary material and labor costs, overhead, profit, taxes, shipping and other related expenses for the added or deducted work to complete designated items.

1.2 PROCEDURES

A. Measurement: Method of measurement for each unit price is specified in the specification section applicable to the work.

B. Verification: The Government reserves the right to reject the Contractor's measurement of work in place that involves use of an established unit price, and to have this work measured, at the Government's expense, by an independent surveyor.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 UNIT PRICE ITEM SCHEDULE

A. Provide unit price for replacement or additional items to supplement those items listed on the stored inventory log as required to complete work of this project.

B. Provide unit prices for the following items for quantities or instances in excess of the lump sums or scope indicated on the drawings:

1. Remove joint sealant and clean, prime, and reseal with silicone sealant as directed by the A/E and in accordance with the construction documents. See details 1, 2 and 3/ER501.

GSA Project No. NDC 00256

UNIT PRICES 01 27 00 - 2

2. Remove damaged or cracked individual bricks units and replace in-kind as required in the construction documents or as directed by A/E and owner. See sheets ER-502 and additional ER sheets for masonry and related details.

3. Remove deteriorated mortar as approved by A/E. Remove mortar in conformance with the Secretary of the Interiors standards for the treatment of historic properties. Do not damage adjacent masonry. Repoint in lifts with approved mortar as detailed and specified herein. See detail 5/ER-501 and 6/ER-501. Those damaged as a result of careless efforts to remove previously cracked or spalled units shall be replaced as no extra cost to the owner.

4. Install stainless steel helical anchors on a per unit basis. See 3/ER502 for details.

5. Install longitudinal anchors on a per unit basis. See 4/ER502 for details.

6. Install new exterior terra cotta units in addition to those noted on the drawings. Pricing will be per unit basis. Molding to be included under allowance not herein. Complete entire survey and place order well in advance of construction

a. Terra cotta circular window surround (see 3/ER503)

b. Terra cotta signature window surround (see 4/ER509)

c. Terra cotta lintel block over main entry (see 9/ER503)

d. Terra cotta chair rail at 1st floor -flat unit (see 4/ER503)

e. Terra cotta banding at ground interface -curved unit (see 4/ER503)

f. Terra cotta return at typical door entry (see 4/ER503)

7. Epoxy inject cracks as specified by the A/E and as per detail 9/ER501 and Sheet EXS 105B SOW Note 2. Unit cost shall be based on a per-lineal-foot of crack.

8. Install new electronically controlled (temp set) fans and all associated flashings at louver openings at Building 37 roof as directed by A/E and in accordance with the contract documents.

9. Undertake clay roof tile replacement noted under 3.2.3 on ER001 and provide a unit price for quantities below or beyond the allowances noted.

10. Additional wood window restoration to address deterioration since substantial completion under an earlier phase. Additional unit pricing provided and paid herein to address scope under Item 2.3.1 on ER001.

11. Remove deteriorated concrete and install patches on horizontal surfaces (including the roof decking). Unit cost to be based on a 12” by 12” by 42” deep patch.

12. Perform concrete repairs on vertical and overhead surfaces. See SOW 1 Sheet EXS 105B. Unit cost to be based on a 12” by 12” by 3” deep patch.

END OF SECTION 01 27 00

GSA Project No. NDC 00256

PAYMENT PROCEDURES 01 29 00 - 1

SECTION 01 29 00

PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies administrative and procedural…