Attachment 02 PRARNG EHMS Camp Santiago SPECIFICATIONS ALL VOLUMES.pdf

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PUERTO RICO ARMY NATIONAL GUARD

ENGINEERING HOUSING MAINTENANCE SHOP (EHMS)

CAMP SANTIAGO, PUERTO RICO

06 MARCH 26

BID FINAL 100% DESIGN

TABLE OF CONTENTS TOC - 1

Division Section Title

PROCUREMENT AND CONTRACTING DOCUMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 07 Professional Seals

VOLUME 1

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 Summary 01 14 16 Coordination with PRARNG Camp Santiago 01 23 00 Bid Options (Optional Line Items - OLI) 01 25 00 Substitution Procedures 01 31 00 Project Management and Coordination 01 32 00 Construction Progress Documentation 01 32 33 Photographic Documentation 01 33 00 Submittal Procedures 01 35 43 Safety Hazardous Materials and Health Requirements 01 40 00 Quality Requirements 01 42 00 References 01 43 39 Mockups 01 50 00 Temporary Facilities and Controls 01 56 39 Temporary Tree and Plant Protection 01 57 23 Temporary Stormwater Pollution Control 01 60 00 Product Requirements 01 73 00 Execution 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents 01 79 00 Demonstration and Training 01 81 13.14 Sustainable Design Requirements - LEED V4 BD+C: New Construction 01 91 13 General Commissioning Requirements 01 91 19.43 Exterior Enclosure Commissioning

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

02 41 16 Structure Demolition 02 83 33 Lead Based Paint Removal and Disposal

DIVISION 03 - CONCRETE

03 10 00 Concrete forming and Accessories 03 20 00 Concrete Reinforcing

CAMP SANTIAGO, PUERTO RICO

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03 30 00 Cast-in-place Concrete 03 35 43 Polished Concrete Finishing

DIVISION 04 - MASONRY

04 22 00 Concrete Unit Masonry

DIVISION 05 - METALS

05 12 00 Structural Steel Framing 05 21 00 Steel Joist Framing 05 31 00 Steel Decking 05 40 00 Cold-formed Metal Framing 05 50 00 Metal Fabrications 05 53 13 Bar Gratings

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 53 Miscellaneous Rough Carpentry 06 64 00 Plastic Paneling

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 00 Thermal Insulation 07 54 23 Thermoplastic-polyolefin (TPO) Roofing 07 62 00 Sheet Metal Flashing and Trim 07 71 00 Roof Specialties 07 72 00 Roof Accessories 07 72 10 Rooftop Fall Arrest System 07 84 13 Penetration Firestopping 07 91 00 Preformed Joint Seals 07 92 00 Joint Sealants 07 92 19 Acoustical Joint Sealants

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08 31 13 Access Doors and Frames 08 33 13 Coiling Counter Doors 08 33 23 Overhead Coiling Doors 08 41 13 Aluminum-framed Entrances and Storefronts 08 45 23 Fiberglass-Sandwich-Panel Assemblies 08 71 00 Door Hardware 08 80 00 Glazing 08 91 19 Fixed Louvers

DIVISION 09 - FINISHES

09 22 16 Non-structural Metal Framing 09 29 00 Gypsum Board 09 30 13 Ceramic Tiling 09 51 13 Acoustical Panel Ceilings 09 65 13 Resilient Base and Accessories 09 65 19 Resilient Tile Flooring 09 67 23 Resinous Flooring 09 84 33 Sound-absorbing Wall Units

06 MARCH 26

BID FINAL 100% DESIGN

CAMP SANTIAGO, PUERTO RICO

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09 91 13 Exterior Painting 09 91 23 Interior Painting

DIVISION 10 - SPECIALTIES

10 11 00 Visual Display Units 10 14 19 Dimensional Letter Signage 10 14 23.16 Room-identification Panel Signage 10 21 13.19 Plastic Toilet Compartments 10 22 13 Wire Mesh Partitions 10 22 39 Folding Panel Partitions 10 26 00 Wall and Door Protection 10 28 00 Toilet, Bath, and Laundry Accessories 10 44 13 Fire Protection Cabinets 10 51 13 Metal Lockers 10 56 13 Metal Storage Shelving 10 73 13 Awnings

DIVISION 11 - EQUIPMENT

11 11 19 Vehicle Lubrication System

DIVISION 12 - FURNISHINGS

12 24 13 Roller Window Shades 12 32 16 Manufactured Plastic-laminate-clad Casework 12 36 61.16 Solid Surfacing Countertops

Facility Services Subgroup

DIVISION 21 - FIRE SUPPRESSION

21 05 17 Sleeves and Sleeve Seals for Fire-suppression Piping 21 05 18 Escutcheons for Fire-suppression Piping 21 05 23 General-duty Valves for Water-based Fire-suppression Piping 21 05 29 Hangers and Supports for Fire-suppression Piping and Equipment 21 05 48 Vibration and Seismic Controls for Fire-suppression Piping and Equipment 21 05 53 Identification for Fire-suppression Piping and Equipment 21 11 16 Facility Fire Hydrants 21 11 19 Fire-department Connections 21 13 13 Wet-pipe Sprinkler Systems 21 31 13 Electric-drive, Centrifugal Fire Pumps

VOLUME 2

DIVISION 22 - PLUMBING

22 05 13 Common Motor Requirements for Plumbing Equipment 22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 22 05 19 Meters and Gages for Plumbing Piping 22 05 23.12 Ball Valves for Plumbing Piping 22 05 23.14 Check Valves for Plumbing Piping 22 05 23.15 Gate Valves for Plumbing Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 48 Vibration and Seismic Controls for Plumbing Piping and Equipment

CAMP SANTIAGO, PUERTO RICO

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22 05 53 Identification for Plumbing Piping and Equipment 22 07 19 Plumbing Piping Insulation 22 08 00 Commissioning of Plumbing 22 11 13 Facility Water Distribution Piping 22 11 16 Domestic Water Piping 22 11 19 Domestic Water Piping Specialties 22 11 23.21 Inline, Domestic-Water Pumps 22 13 13 Facility Sanitary Sewers 22 13 16 Sanitary Waste and Vent Piping 22 13 19 Sanitary Waste Piping Specialties 22 13 19.13 Sanitary Drains 22 13 23 Sanitary Waste Interceptors 22 13 43 Facility Packaged Sewage Pumping Stations 22 14 13 Facility Storm Drainage Piping 22 15 13 General-Service Compressed-air Piping 22 15 19 General-Service Packaged Air Compressors and Receivers 22 33 00 Electric, Domestic-Water Heaters 22 42 13.13 Commercial Water Closets 22 42 13.16 Commercial Urinals 22 42 16.13 Commercial Lavatories 22 42 16.16 Commercial Sinks 22 42 23 Commercial Showers 22 45 00 Emergency Plumbing Fixtures 22 47 16 Pressure Water Coolers

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 13 Common Motor Requirements for HVAC Equipment 23 05 17 Sleeves and Sleeve Seals for HVAC Piping 23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 48 Vibration and Seismic Controls for HVAC 23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 13 Duct Insulation 23 07 19 HVAC Piping Insulation 23 08 00 Commissioning of HVAC 23 09 23 Direct Digital Control System for HVAC 23 23 00 Refrigerant Piping 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 33 46 Flexible Ducts 23 34 16 Centrifugal HVAC Fans 23 34 23 HVAC Power Ventilators 23 35 13 Dust Collection System 23 35 16 Vehicle Exhaust Systems 23 36 00 Air Terminal Units 23 37 13.13 Air Diffusers 23 37 13.23 Air Registers and Grilles 23 37 23 HVAC Gravity Ventilators 23 62 00 Packaged Compressor and Condenser Units 23 72 23.19 Indoor Fixed Plate Energy Recovery Units

CAMP SANTIAGO, PUERTO RICO

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23 73 13.13 Indoor, Basic Air-handling Units 23 81 26 Split-system Air-conditioners

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.21 Cybersecurity for Facility-related Control Systems Fire and Life Safety Including

Mass Notification System 25 05 11.23 Cybersecurity for Facility-related Control Systems - UMCS BAS AMI

DIVISION 26 - ELECTRICAL

26 05 13 Medium-Voltage Cables 26 05 19 Low-voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceway and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 05 48 Vibration and Seismic Controls for Electrical Systems 26 05 48.16 Seismic Controls for Electrical Systems 26 05 53 Identification for Electrical Systems 26 05 73.13 Short-circuit Studies 26 05 73.16 Coordination Studies 26 08 00 Commissioning of Electrical Systems 26 09 23 Lighting Control Devices 26 12 19 Pad-mounted, Liquid-filled, Medium-voltage Transformers 26 22 13 Low-voltage Distribution Transformers 26 24 13 Switchboards 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 13 Fuses 26 28 16 Enclosed Switches and Circuit Breakers 26 29 13.03 Manual and Magnetic Motor Controllers 26 29 13.06 Soft-start Motor Controllers 26 29 23 Variable-frequency Motor Controllers 26 29 33 Controllers for Fire Pump Drivers 26 36 00 Transfer Switches 26 41 13 Lightning Protection for Structures 26 43 13 Surge Protective Devices for Low-voltage Electrical Power Circuits 26 51 19 LED Interior Lighting 26 52 13 Emergency and Exit Lighting 26 56 13 Lighting Poles and Standards 26 56 19 LED Exterior Lighting

DIVISION 27 - COMMUNICATIONS

27 05 26 Grounding and Bonding for Communications Systems 27 05 28 Pathways for Communications Systems 27 05 29 Hangers and Supports for Communications Systems 27 05 36 Cable Trays for Communications Systems 27 05 43 Underground Pathways and Structures for Communication Systems 27 05 44 Sleeves and Sleeve Seals for Communications Pathways and Cabling 27 05 48 Seismic Controls for Communications Systems

CAMP SANTIAGO, PUERTO RICO

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27 05 53 Identification for Communications Systems 27 11 00 Communications Equipment Room Fittings 27 11 16 Communications Racks, Frames, and Enclosures 27 13 13 Communications Copper Backbone Cabling 27 13 23 Communications Optical Fiber Backbone Cabling 27 15 13 Communications Copper Horizontal Cabling 27 51 16 Public Address Systems

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 46 21.11 Addressable Fire-alarm Systems 28 47 00 Mass Notification

Site and Infrastructure Subgroup

DIVISION 31 - EARTHWORK

31 10 00 Site Clearing 31 20 00 Earth Moving 31 23 19 Dewatering 31 31 16 Termite Control 31 50 00 Excavation Support and Protection

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 13 73 Concrete Paving Joint Sealants 32 17 13 Parking Bumpers 32 17 16 Manufactured Traffic-Calming Devices 32 17 23 Pavement Markings 32 17 26 Tactile Warning Surfacing 32 31 13 Chain Link Fences and Gates 32 31 19.53 Decorative Metal Security Fences and Gates 32 91 13 Soil Preparation 32 92 00 Turf and Grasses 32 93 00 Plants

END OF TABLE OF CONTENTS

CAMP SANTIAGO, PUERTO RICO

06 MARCH 26

BID FINAL 100% DESIGN

SEALS PAGE 00 01 07 - 1

DOCUMENT 00 01 07 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Architect:

1. Laura Elizabeth Vierrether.

2. State of Missouri – A-2016011214.

3. Responsible for Divisions 01-49 Sections except where indicated as prepared by other design professionals of record.

B. Building Structural and Civil Engineer:

1. Jesus M. Colon Pagan.

2. Puerto Rico – 19306 PE.

3. Responsible for Sections in Divisions 3 – 5 and

31 – 33 except where indicated as prepared by other design professionals of record.

C. Fire-Protection Engineer:

1. Jeffrey C. McLaughlin.

2. Commonwealth of Virginia - 030373.

3. Responsible for Sections in Divisions 21 & 28.

D. HVAC/ Plumbing Engineer:

1. Justin James Stamper.

2. State of Florida - 74569.

3. Responsible for Sections in Divisions 22 - 23.

E. Telecommunications Engineer:

1. Scott L. Hansberry.

2. BICSI ID - 112947.

3. Responsible for Sections in Division 27.

Colon, Jesus M Polygon

Colon, Jesus M Rectangle

Colon, Jesus M Polygon

Colon, Jesus M Rectangle

Colon, Jesus M Rectangle

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CAMP SANTIAGO, PUERTO RICO

06 MARCH 26

BID FINAL 100% DESIGN

SEALS PAGE 00 01 07 - 2

F. Electrical Engineer:

1. Michael J. Cahill.

2. State of Florida - 43673.

3. Responsible for Sections in Division 26.

END OF DOCUMENT 000107

Colon, Jesus M Polygon

PUERTO RICO ARMY NATIONAL GUARD 06 MARCH 26

CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Specification and Drawing conventions.

4. Miscellaneous provisions.

B. Related Requirements:

1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

2. Section 01 73 00 "Execution" for coordination of Owner-installed products.

1.3 PROJECT INFORMATION

A. Project Identification: Project No. 431850, Engineering Housing Maintenance Shop (EHMS), for Puerto Rico Army National Guard.

1. Project Location: Camp Santiago Joint Training Center (CSJTC), Salinas, Puerto Rico.

B. Owner: Puerto Rico Army National Guard (PRARNG)

1. Name/Address of Contact:

a. United States Property and Fiscal Office of Puerto Rico (USPFO-PR)

b. Building 541, Borinqueneer Street

c. For Buchanan, Puerto Rico 00934

d. Ph: 787-277-7601

SUMMARY 01 10 00 - 1

CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

C. LEED Criteria: The Project has been designed to comply with a Silver Certification Level (minimum) according to the U.S. Green Building Council's Leadership in Energy & Environmental Design (LEED) Rating System Version 4.0 in a certification process with the United States Green Building Counsel (USGBC). This process requires efforts by the General Contractor (GC) and his subcontractors, the governments' Independent Commissioning Agent (CxA), the Design A/E, and the Owner (PRARNG), during and at the end of construction prior to building acceptance/occupancy. Refer to specification section 01 81 13.14 and 01 81 13.43 Sustainable Design Requirements (LEED) and specification Section 01 91 13 General Commissioning Requirements for current EHMS specific LEED points and Certification criteria.

1.4 BUILD AMERICA - BUY AMERICA

A. This project falls under the Build America Buy America provisions of the Bipartisan Infrastructure Law. Under this provision all construction materials used in the project must meet the Made in America content of the program. The Contractor will provide proof of this requirement when submitting Product Data for review under the submittals requirements of each specification Section.

1.5 WORK COVERED BY CONTRACT DOCUMENTS

A. Work will be constructed under a single prime contract. The project includes all labor, materials, equipment and incidentals necessary to construct a Engineering Housing Maintenance Shop (EHMS) facility supporting the Department of Public Works for the maintenance and repair of buildings, roadways, grounds, and utility systems for Camp Santiago Joint Training Center (CSJTC) for PRARNG. The new EHMS facility will consist of a series of specialized repair shops, a supporting operator work bay, Supply Warehouse, administration wing, break room & conference area, locker rooms, and toilet/shower rooms (including a specialized operationally requested dirty toilet/shower area). Primary repair shop operations will include: Paint, HVAC, Electrical, Plumbing, Screen, Carpenter, Welding, and Ground Maintenance shops. Circulation will be primarily covered exterior walkways, and support spaces include mechanical, electrical, telecommunications, fire pump, and general support spaces as part of the facility. Site supporting facilities include but not limited to: site preparation, fine grading and seeding, stormwater/storm drainage management measures, rigid and flexible pavements to include specialized service vehicle parking, curbing, fencing, sidewalks, exterior fire protection, utilities (electric, water, waste water/sewer), information systems, and physical security (AT/FP) measures.

B. Type of Contract:

1. Project shall be a Firm Fixed price (FFP) contract.

C. Commissioning: The commissioning authority (CxA) is responsible for developing a Commissioning Schedule and executing a Commissioning Plan. The CxA is under a separate contract with the Government. All Contractors shall coordinate with the CxA.

SUMMARY 01 10 00 - 2

CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

D. Work Sequence: Work will be conducted in a single phase. Additionally, there are Bid Items in the design package (called Optional Line Items referred to as OLI's). Refer to Contract Specification Section 01 23 00 "Bid Options".

E. Contractor Use of the Premises:

1. Contractor will have full use of the site, as directed by the Contracting Officer. A separate single construction entrance shall be required from the existing road. Contractor shall repair the existing road after construction is completed. Contractor will provide all utility services necessary for construction. Contractor will be required to submit security information for all on-site workers before they will be allowed onsite (coordinate with the Contracting Officer).

2. Refer to Section 01 14 16 - "Coordination with PRARNG Camp Santiago" for additional requirements.

F. Access to Site: Limit use of project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet (12.2m) beyond building perimeter; 10 feet (3m) beyond surface walkways, patios, surface parking, and utilities less than 12 inches (300mm) in diameter; 15 feet (4.5m) beyond primary roadway curbs and main utility branch trenches; and 25 feet (7.6m) beyond constructed areas with permeable surfaces (such as pervious paving areas, stormwater detention facilities, and playing fields) that require additional staging areas in order to limit compaction in the constructed area.

G. Work Restrictions: Nonsmoking Building: Smoking is not permitted within the building or within 50 feet (16m) of entrances, operable windows, or outdoor air intakes.

H. Workweek shall be Monday through Friday, 8:00 AM through 5:00 PM, except Government observed holidays, as follows:

1. New Years Day.

2. Epiphany.

3. Martin Luther King¢s Birthday.

4. Presidents Day.

5. Good Friday.

6. Memorial Day.

7. Independence Day.

8. Constitution Day.

9. Labor Day.

10. Columbus Day.

11. Election Day.

12. Veterans Day.

13. Thanksgiving Day.

14. Christmas Day.

I. Additional hours (than the above) may be worked but only with approval of the PR National Guard Contracting Officer and Security Office in advance.

SUMMARY 01 10 00 - 3

CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

J. Government Furnished Products:

1. Government will furnish products to be incorporated into Work by contractor identified as Personal Property (PP) on the Contract Documents.

2. Refer to contract Drawings for Installed Building Equipment (IBE) vs. items identified as Personal Property (PP). The contractor shall provide a separate fixed price to the Government at time of Bid for this project for all items identified in the Contract Documents as personal property (PP) , and may be directed to procure, install and test such items. Coordinate with the Contracting Officer.

3. The Contractor shall also include procurement, installation, coordination with building infrastructure and other trades, and testing of all (IBE) items as part of this 'base bid' price for the 'base bid' facility. Coordinate with the Contracting Officer.

K. Permits: The Contractor shall secure, pay for, and maintain in full force and effect until no longer necessary, all necessary licenses, permits and permissions required by Federal and State Law, local ordinance, stature or regulations, or required by Utility Authorities, relevant to the work.

1. Contractor shall be responsible for obtaining and payment of all environmental permits thru the Puerto Rico Department of Natural and Environmental Resources (DRNA).

L. The Contractor shall comply with the requirements of PREPA and all Federal, State and Local Governmental Agencies and all applicable Codes and Requirements.

1.6 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard.

SUMMARY 01 10 00 - 4

CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

1.7 MISCELLANEOUS PROVISIONS

A. Before construction begins, a construction schedule shall be prepared by the Contractor and reviewed/approved by the Contracting Officer.

B. The General Contractor shall provide security information such as: name, address, telephone/contact number, driver¢s license number, (and vehicle make, model, & license plate number for vehicles planned to be brought onto Camp Santiago and the EHMS facility/project site area) for of all of his/or her employees, and any employees of any Subcontractors of the General Contractor, to the Contracting Officer. Such information shall be provided in a single comprehensive list to the Contracting Officer no less than 72-hours in advance of any such individuals being allowed to come onto Camp Santiago.

C. The General Contractor shall be thoroughly familiar with the Drawings and Specifications to ensure against misunderstanding between trades during entire construction of project. If there is a conflict between different contract documents, the contractor shall submit a Request for Information to clarify the discrepancy prior to proceeding and/or installing the item/work.

D. Rough-In: All rough-in for all items of work and materials indicated on the Drawings or in the Specifications, except as may be specifically excluded, shall be furnished and installed, complete, by the Contractor.

E. Site Preparation: All site preparation work shall proceed with due care and safety for personnel and pedestrians. All operations shall be planned to cause the minimum amount of interference with normal routine and functioning of existing facilities immediately adjacent to the EHMS site.

F. Preservation and Restoration of Property: Contractor shall be responsible for the preservation of all public and private property on the surface or underground, along and adjacent to the work, and shall conduct their operations in a manner that will ensure against injury or damage thereto. Work shall be accomplished within the Limits of disturbance indicated on the Contract documents.

G. Where any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect or misconduct in the execution of the work, or because of non-execution thereof, on the part of the Contractor, such property shall be restored by the Contactor, at no cost to the Government, to a condition equal to that existing before such damage was done, by repairing, rebuilding or otherwise restoring same in a manner acceptable to the Government.

H. All work performed under this Contract shall proceed with due care and safety for all personnel, pedestrians, and vehicular traffic. All work shall be planned so that the Project can be secured against unauthorized entry at the end of each working day.

I. Although every endeavor has been made, on the Drawings and in Specifications to show all new and existing conditions, it will be the Contractor¢s responsibility to fully and carefully evaluate drawings and jobsite conditions prior to submitting the bid proposal. It is not the intent of the Contract to pay the Contractor for work due to minor deviations from Drawings and Specifications.

SUMMARY 01 10 00 - 5

CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

J. The Contractor is responsible for obtaining and payment of all Construction Permits to also include all Construction related tapping fees (both temporary and final hook-up) that may be required for the construction of the project. This shall include general/utility/excavation permits, tapping permits or fees, etc., as may also be required by the Government and/or local utility authorities.

K. The Contractor shall provide and maintain all necessary fences, barricades and other reasonable safeguards required to ensure the safety of all personnel..

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

SUMMARY 01 10 00 - 6

CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

SECTION 01 14 16 – COORDINATION WITH PRARNG CAMP SANTIAGO

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Security/Traffic Control.

2. Safety and Protection of Work and Existing Property.

3. Use of Premises.

4. Government Occupancy.

5. Security Plan.

1.2 SECURITY/TRAFFIC CONTROL

A. Site access and excavation permits obtained through Camp Santiago will be required in advance of any access to Camp Santiago by the Contractor to commence work. This shall include permits, tapping permits or fees, etc., as may also be required by Camp Santiago, and/or other Government and/or local utility authorities. The Contractor is responsible for obtaining and payment of all Construction Permit and tapping fees that may be required. Additional requirements will be discussed at the Pre-Construction Conference. A single, secure construction entrance shall be utilized for all construction work on this project. The secure entrance to the EHMS site shall be determined at the Pre-Construction Conference (coordinate with the Contracting Officer).

1.3 SAFETY AND PROTECTION OF WORK AND EXISTING PROPERTY

A. General:

1. The Contractor shall take all reasonable steps to prevent injury to persons (including employees) and property in performance of this Contract, including all steps and actions required under safety provisions of applicable laws and applicable construction codes.

B. Work Performance:

1. Contractor shall provide for the safety and protection of the Work at all times. Contractor shall provide protection at all times against rain, wind, storms, frost, freezing, condensation or heat so as to maintain all work, equipment and materials free from injury or damage. At the end of each day, all new work likely to be damaged shall be protected and covered.

2. Contracting Officer shall be notified immediately at any time operations are stopped due to conditions which make it impracticable to continue operations safely or to obtain proper results.

COORDINATION WITH PRARNG CAMP

SANTIAGO

01 14 16 - 1

CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

3. Contractor shall construct and maintain all necessary temporary drainage and do all pumping necessary to keep excavations, pits and trenches and ducts free of water. The pumped water shall be pumped into a container and disposed of in appropriate areas.

4. Floors shall be protected from damage by proper covering and care when handling heavy equipment or handling mortar or other such materials, and proper cribbing and shoring shall be used to prevent overloading of floors while moving heavy equipment. Provide metal pans under pipe-threading machines and clean such pans daily, keep oil off floors and restore floors to former condition where damaged or stained.

C. Existing Property:

1. Contractor shall provide for the safety and protection of existing property at all times.

Any damage to existing facilities resulting from construction operations shall be reported immediately to the Contracting Officer and promptly repaired, subject to the approval of the Contracting Officer, by the Contractor at no additional cost to the Government.

2. Contracting Officer shall be contacted a minimum of 48 hours prior to excavating near underground utilities.

3. Operation of valves or other appurtenances on existing utilities, when required, shall be by or under the direct supervision of the owning utility.

4. The applicable requirements specified for protection of the Work shall also apply to the protection of existing property.

5. Before acceptance of the Work by the Contracting Officer, Contractor shall restore all property affected by its operation to the original or better conditions.

1.4 USE OF PREMISES

A. Coordinate the use of premises under direction of Contracting Officer and his duly authorized representative. The Contractor shall provide security information on all on-site workers (as directed by the Contracting Officer) in advance of any workers being allowed to enter the site.

1.5 SECURITY PLAN

A. Contractor shall ensure that all rules and regulations that pertain to safety and security are strictly adhered to at all times that Work is conducted.

B. Identification requirements pertaining to the Camp Santiago site will be discussed at the Pre-Construction Conference. Construction workers will be subject to lunchbox/tool box inspections. Access gate will be as authorized by Camp Santiago for entry and exit points to the work area for the construction company personnel.

C. Vehicle passes, if required, will be issued by the Government on an as-needed basis only.

Vehicles found to be violating safety procedures (speed limits, etc.) may not be allowed re-entry from date of violation.

D. Contractor shall provide Contracting Officer and Camp Santiago 24 hour notice for overtime work during regular workdays (See Section 01 10 00 "Summary"). Contractor shall provide the Contracting Officer 48 hour notice for requested work on Saturdays, Sundays or holidays observed by the Puerto Rico National Guard or Camp Santiago.

COORDINATION WITH PRARNG CAMP

01 14 16 - 2

CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

E. The Contractor shall maintain and provide the Government a current roster of all sub-contractors and provide any changes immediately to the Government.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 14 16

COORDINATION WITH PRARNG CAMP

01 14 16 - 3

CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

SECTION 01 23 00 - BID OPTIONS (OPTIONAL LINE ITEMS - OLI's)

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for Bid Options listed as individual Optional Line Items (OLI)'s.

1.3 DEFINITIONS

A. Bid Options (OLI): An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Bid Options (OLI's) described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each Bid Option (OLI) is the net addition to or deduction from the Contract Sum to incorporate Bid Option (OLI) into the Work. No other adjustments are made to the Contract Sum.

3. Contractor shall provide at the time of Bid the latest date during the construction period that each Bid Option (OLI) can be awarded by the government without change to the project schedule or cost.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include, as part of each bid option, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation, whether or not indicated as part of bid option (OLI).

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each bid option. Indicate if Bid Options (OLI) have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated revisions to Bid Options (OLI).

BID OPTIONS (OPTIONAL LINE ITEMS - OLI) 01 23 00 - 1

CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

C. Execute accepted bid options (OLI's) under the same conditions as other Work of the Contract.

D. Schedule: A Part 3 "Schedule of Bid Options (OLI's)" Article is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each bid option.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF OPTIONAL LINE ITEMS

A. Bid Option (OLI) No. 01: 'Add' cost for all materials, equipment, labor and incidentals for installation of the Supply Warehouse Structure at the northeast end of EHMS facility and associated asphalt Loading/Unloading service drive, bounded by column lines: 'A' to 'E' and '4' to '6'. Note that the continuous exterior canopies adjacent to Conference/Break Area and Admin wings shall be included within the Base Bid. Also note that this option shall NOT include SW1 and SW2 shelving and racks which are to be provided under a separate Bid Option (OLI #05) noted herein.

B. Bid Option (OLI) No. 02: 'Add' cost for all materials, equipment, labor and incidentals for installation of the Classroom / Breakroom Structure at the northeast end of EHMS facility (adjacent to the Supply Warehouse), bounded by column lines: 'F' to 'H' and '4' to '6'. Note that the continuous exterior canopies adjacent to this Conference/Break structure and connecting to the Admin wings shall be included within the Base Bid.

C. Bid Option (OLI) No. 03: 'Add' cost for all materials, equipment, labor and incidentals for the installation of the Rigid Concrete Paving at the service access aprons (at facility connection points) and the storage/disposal pad areas, and Asphalt Paving at the vehicular parking stalls.

Note asphalt paving at the service access aprons and storage/disposal pad areas shall be included within the Base Bid. Refer to Civil documents for additional information on extent.

D. Bid Option (OLI) No. 04: 'Add' cost for all materials, equipment, labor, and incidentals for complete installation of the Operable Partition at Breakroom & Conference/Classroom (Rm:

#150/#151). Note that all miscellaneous infrastructure required for the completion of intended use of the partition to include but not limited to the structural steel supports and required bracing shall be provided as part of the Base Bid.

E. Bid Option (OLI) No. 05: 'Add' cost for all materials, equipment, labor, and incidentals for complete installation of the Lockers and Locker Benches (Rm: #110b, #110c, & #111). Note that all miscellaneous infrastructure required for the completion of intended use of Lockers to include but not limited to the masonry/concrete & blocking substrate systems shall be provided as part of the Base Bid.

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F. Bid Option (OLI) No. 06: 'Add' cost for all materials, equipment, labor, and incidentals for the complete installation of the Heavy Duty Shelving and Cantilever Racks (SW1 and SW2) at Supply Warehouse (Rm: #140). Refer to Equipment (Q-Series) documents for additional information.

END OF SECTION 01 23 00

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SECTION 01 25 00 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 01 23 00 "Bid Options (Optional Bid Items - OLI)" for products selected under an alternate.

2. Section 01 60 00 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents.

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 required warranty terms.

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

1.4 ACTION SUBMITTALS

A. Substitution Requests: Submit documentation identifying product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use form that is part of web-based Project management software.

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

a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.

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

c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section.

Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

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

e. Samples, where applicable or requested.

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

g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners.

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

i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

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

l. Contractor's certification that 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.

m. 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. Contracting Officer's Action: If necessary, the Contracting Officer will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. the Contracting Officer will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work.

b. Use product specified if COR does not issue a decision on use of a proposed substitution within time allocated.

1.5 QUALITY ASSURANCE

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

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1.6 PROCEDURES

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

1.7 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: COR will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, COR 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. Requested substitution provides sustainable design characteristics that specified product provided for compliance with LEED requirements.

c. Requested substitution provides sustainable design characteristics that specified product provided for compliance with IgCC requirements.

d. Requested substitution provides sustainable design characteristics that specified product provided for compliance with ASHRAE 189.1 requirements.

e. Requested substitution provides sustainable design characteristics that specified product provided for compliance with Green Globes requirements.

f. Substitution request is fully documented and properly submitted.

g. Requested substitution will not adversely affect Contractor's construction schedule.

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

i. Requested substitution is compatible with other portions of the Work.

j. Requested substitution has been coordinated with other portions of the Work.

k. Requested substitution provides specified warranty.

l. 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.

B. Substitutions for Convenience: Not allowed.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 25 00

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CAMP SANTIAGO, PUERTO RICO BID FINAL 100% DESIGN

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project, including, but not limited to, the following:

1. General coordination procedures.

2. Coordination with Contracting Officer for special requirements.

3. Coordination drawings.

4. RFIs.

5. Digital project management procedures.

6. Web-based Project management software package.

7. Project meetings.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

C. Related Requirements:

1. Section 01 32 00 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2. Section 01 73 00 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.

4. Section 01 91 13 "General Commissioning Requirements" for coordinating the Work with Owner's Commissioning Authority.

1.3 DEFINITIONS

A. BIM: Building Information Modeling.

B. RFI: Request for Information. Request from the Contracting Officer, or Contractor seeking information required by or clarifications of the Contract Documents.

PROJECT MANAGEMENT AND

COORDINATION

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1.4 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, telephone number, and email address of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses, cellular telephone numbers, and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Post copies of list in Project meeting room, in temporary field office, and in prominent location in each built facility. Keep list current at all times.

1.5 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation. If there appears to be a conflict on any of the Contract Documents between trades or components/elements of the Work done by different trades, or between drawings and specifications, notify the Contracting Officer prior to procuring or installing the component/element by submitting an RFI to the Contracting Officer. The entire set of Contract Documents together represents the entire Contract. If there is any component/element that may be indicated on one part of the Contract Documents and not on another part of the Contract Documents, the General Contractor is still fully responsible for procurement, installation, and testing of that component/element as part of his/her Contract with the Government at no additional cost to the Government. If it requires clarification, an RFI shall be submitted in advance of procurement and installation of such component/element.

1. Schedule construction operations in sequence required to obtain the best results, where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

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1. Prepare similar memoranda for the Contracting Officer and separate contractors if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and scheduled activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values. The Schedule of Values shall be based on the breakdown format of the DD Form 1354.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. Refer to other Sections for disposition of salvaged materials that are designated as Government¢s property.

E. Coordination with Contracting Officer: Coordination of Work with Contracting Officer includes, but is not limited to, the following:

1. Deliveries of Government Furnished Equipment.

2. Archaeological material, bones, or funerary objects found during construction or excavation.

3. Review of schedules, samples, plans and specifications that indicate information and recommend approval by Contracting Officer.

4. Key schedule and key cylinders.

1.6 COORDINATION DRAWINGS

A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely indicated on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

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a. Use applicable Drawings as a basis for preparation of coordination drawings.

Prepare sections, elevations, and details as needed to…