4 - ESNWR. Requirements Document. Edits 12-08-20.pdf

Ellicott Slough National Wildlife Refuge Watsonville, California

Planning, Design Services, Remediation Services, Temporary Construction, Selective Demolition, and Demolition Services for:

Asbestos Abatement, Containment, Removal, and Disposal, Lead Containing Paint and Lead Containing Material Abatement, Containment, Removal, and Disposal, And Structure Demolition, Removal, and Disposal for Multiple On-Site Structures

Requirements Document A Supplement to the Statement of Work and General Requirements Specification.

U.S. FISH AND WILDLIFE SERVICE

USFWS, Region 1 and 8

November 23, 2020

Revised: December 8, 2020

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1.0 PROJECT INTRODUCTION.

Project Name: Planning, Design Services, Temporary Construction, Selective Demolition, and Demolition Services for:

Asbestos Abatement, Containment, Removal, and Disposal, Lead Containing Paint and Lead Containing Material Abatement, Containment, Removal, and Disposal, And Structure Demolition, Removal, and Disposal for Multiple On-Site Structures

Drawing Number: No Drawings Available.

1.1 Scope.

In accordance with the terms and conditions of the Contract, the Prime Contractor (“Prime Contractor” hereinafter referred to as “Contractor”) shall perform the work of this Request for Proposal (RFP) for the U.S. Fish and Wildlife Service (USFWS) as described below.

All Design, Abatement, Containment, Removal, and Disposal Work Tasks shall be performed by a licensed Contractor. In particular, the Contractor shall be licensed with the California State Licensing Board (CSLB) and shall be a Cal/OSHA Asbestos Registered Contractor. The Contractor shall hold All Required Active Asbestos Certifications and Lead Certifications required to successfully perform the Project / Contract Work Tasks.

1.2 Requirements.

The Contractor is responsible for providing all design, abatement, containment, demolition, de-construction, removal, and disposal services required for the final firm fixed price (lump sum) contract amount negotiated.

The Contractor shall design the Project in compliance with applicable requirements of federal and state laws, codes, rules, regulations, ordinances, and standards, including but not limited to, those outlined below. The Contractor shall have copies available of applicable codes and regulations for ready reference. These shall include, but are not limited to the latest versions/editions of the Occupational Safety and Health Administration (OSHA) Standards, International Building Code, NFPA 101, National Electric Code, National Plumbing Code, ADA/ABA, and others as applicable.

1.3 Location.

The project is located at the Harkin’s Slough Unit of the Ellicott Slough National Wildlife Refuge (NWR). It is located approximately 6.0 miles northwest of Watsonville, California city center and approximately 15.1 miles southeast of Santa Cruz, California. The nearest major city / town is Watsonville, California. Head northwest on Main Street toward West Lake Avenue. Merge onto California (CA-1) N. Take Exit 428 for Buena Vista Drive. Turn

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Left onto Buena Vista Drive. Continue down Buena Vista Drive and Take Left onto Ranport Road. Continue down Ranport Road approximately 0.5 miles and turn right at bottom of the hill into the dirt driveway with Green Gate. Continue past Gate, down Un-Marked Road to Site 1 destination. Driving south, Site 1 Structures will be on the right. Site 2 Structures are located approximately 0.40 miles further south on the Un-Marked Road.

1.4 Background.

The U.S. Fish and Wildlife Service (USFWS) owns and manages the Ellicott Slough National Wildlife Refuge located in Central West California. The Refuge has identified the requirement for Planning, Design Services, Temporary Construction, Selective Demolition and Demolition Services for Asbestos and Lead Abatement, Containment, Removal and Disposal and Multiple Structure Demolition, Removal, and Disposal

1.5 Description.

The Future Awarded Contract is to result in the Planning, Design Services, Temporary Construction, Selective Demolition, and Demolition Services required for Abatement, Containment, Removal, and Disposal of Multiple On-site Structures. The Structures are located on the Harkin’s Slough Unit of the Ellicott Slough NWR at two (2) separate Sites Designated as Site 1 and Site 2.

Site 1 is located closest to the Refuge Gate into the Unit.

Site 2 is located approximately 0.40 miles distance away from Site 1.

Below is an Itemized List of Structures located on Site 1 and Site 2 respectively.

Site 1:

Residence 1 (Main Residence) – Estimated at 3,170 SF.

Garage – Estimated at 1,480 SF.

Metal Building – Estimated at 2,232 SF.

Shed Associated with Metal Building – Approximately 900 SF.

Site 2:

Residence 1 – Estimated at 1,190 SF.

Residence 2 – Estimated at 1,010 SF.

Barn – Estimated at 1,775 SF.

(Qty. 4) Sheds – Estimated at 50 – 100 SF Each.

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1.6 Schedule.

Work in this Request for Proposal (RFP) shall be developed, prepared, and submitted in accordance with the following schedule:

1.6.1 Follow-up Field Verification Site Visit and SITE SURVEY:

To include but not be limited to the following items:

Contractor’s and Contractor’s Certified Professionals’ and Professional Engineer’s Follow-up Asbestos and Lead Survey.

Contractor’s and Contractor’s Certified Professionals’ and Professional Engineer’s Final Signed Version of the Follow-up Asbestos and Lead Survey.

Draft SITE SURVEY to be submitted no later than 30 Calendar Days after Contract Award.

USFWS Review Notes submitted no later than 15 Calendar Days after submission of SITE SURVEY.

1.6.2 100% Draft Design Documents:

100% Draft Design Drawings, 100% Draft Narrative Descriptions, 100% Draft Technical Specifications, 100% Draft Design Summary / Project Narrative, 100% Draft Design, Abatement, Containment, Removal, and Disposal Project Schedule, Completed USFWS Safety Checklist, Copy of All Processed and Approved Permit Applications, and Supporting Documents, and 100% Draft Permit and Submittal Registry.

100% Draft Design Documents submitted no later than 90 Calendar Days after Award.

USFWS Review Notes submitted no later than 15 Calendar Days after submission of 100% Draft Design Documents.

1.6.3 100% Final Draft Design Documents:

100% Final Draft Drawings, 100% Final Draft Narrative Descriptions, 100% Final Draft Technical Specifications, 100% Final Draft Design Summary / Project Narrative, 100% Final Draft Permit and Submittal Registry, and a Schedule of Values.

Work on 100% Final Draft Design Documents shall not continue during the Government’s 100% Draft Design Documents review. After 100% Draft Design Documents USFWS Review Notes are received with written responses from the Contractor (submitted no later than 15 Calendar Days after receipt of USFWS 100% Draft Design Document Review Notes), USFWS shall confirm Acceptance of the Response(s) and the Responses shall be Acknowledged and Incorporated into the 100% Final Draft Design Documents.

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Develop, prepare, and submit stamped, signed, and sealed 100% Final Design Documents.

1.6.4 Contract Completion:

Contract Completion no later than 300 Calendar Days after Award of the Contract.

1.6.5 As Abated, Contained, Removed, and Disposed of Demolition and De-

Construction Drawings (i.e. As-Performed Drawings):

As-Performed Drawings developed, prepared, and submitted no later than

15 Calendar Days after Project Completion.

All Design Drawings and Technical Specifications AND As-Performed

Drawings and Technical Specifications shall be submitted to the USFWS Project Manager.

1.7 Information.

USFWS Points of Contact:

Contractual:

Contracting Officer (CO): Nicholas Koston, (503) 231-6117, nicholas_koston@fws.gov.

USFWS PM / COR:

Project Manager (PM): Zach Spruell, Project Manager.

Contracting Officer’s Representative (COR): Zach Spruell, COR.

(503) 781-7487, zach_spruell@fws.gov

Refuge:

Refuge Manager: Diane Kodama, Refuge Manager (510) 377-5695, Diane_Kodama@fws.gov Chris Caris, Wildlife Biologist, (831) 999-0766, Christopher_Caris@fws.gov

Site Address: 1487 Ranport Road, Watsonville, California 95076.

Contract Address:

U.S. Fish and Wildlife Service 911 NE 11th Avenue Portland, OR 97232

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1.8 Government Furnished Equipment and Materials.

The following Data and Materials will be provided to the Contractor and are listed below:

Certificate of Completion and Punch List.

DI-137 Form Entitled USDOI Release of Claims.

Existing Site Map.

Existing Site Survey Reports.

FWS CAD Standards.

Contractor Staging / Storage Areas On-Site.

2.0 PROJECT REQUIREMENTS.

2.1 General Requirements.

2.1.1 Scope of Work and Project Summary / Requirements.

Contractor shall provide Planning, Design Services, Temporary Construction, Selective Demolition, and Demolition Services for the Abatement, Containment, Removal, and Disposal of Asbestos Containing Construction Materials (ACCM), Asbestos Containing Materials (ACM), Lead Containing Paint (LCP), and Lead Containing Material (LCM) and All Associated Hazardous Materials and Substances.

In addition to the Abatement, Containment, Removal and Disposal of Hazardous Materials and Substances, the Contractor shall provide Services for Multiple Structure Demolition, Removal, and Disposal.

The Project / Contract is located at the Harkin’s Slough Unit of the Ellicott Slough NWR in Watsonville, California. No Design Documents (Drawings and Technical Specifications) for Abatement and Demolition have been prepared in advance for this Project / Contract. The Contractor shall be responsible for Developing, Preparing, and Submitting Design Drawings and Technical Specifications for the Abatement, Containment, Demolition, Removal, and Disposal of Multiple Structures. The Design Drawings and Specifications shall be prepared at the 100% Draft and 100% Final Draft Milestones.

A Previous Limited Lead and Asbestos Building Survey was performed and follow-up Analysis and Testing of select specimen materials was conducted.

However, the Contractor shall be required to perform an additional Field Survey, Analysis, and Testing of Materials, which may have not been previously Analyzed and Tested for Verification and Validation Purposes and to ensure All Hazardous Materials are Abated, Contained, Removed, and Disposed of at a Hazardous Materials Disposal Facility(ies).

The Standard Protocol if certain Materials are not able to be Analyzed and Tested due to Site Conditions / Site Constraints shall be to assume the Un-Tested Material is

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Asbestos and Lead Positive and the Un-Tested Materials shall be Disposed of at a State Licensed and Permitted Hazardous Waste Disposal Facility / Hazardous Waste Landfill.

The Ellicott Slough National Wildlife Refuge (ESNWR) is operated by the U.S. Fish and Wildlife Service (USFWS). It is located approximately 6.0 miles northwest of Watsonville, California and approximately 15.1 miles southeast of Santa Cruz, California.

The nearest major city / town is Watsonville, California.

The Future Awarded Contract is to result in the Planning, Design Services, Temporary Construction, Selective Demolition, and Demolition Services required for Abatement, Containment, Removal, and Disposal of Multiple On-site Structures. The Structures are located on the Harkin’s Slough Unit of the Ellicott Slough NWR at two (2) separate Sites Designated as Site 1 and Site 2.

Site 1 is located closest to the Refuge Gate into the Unit.

Site 2 is located approximately 0.40 miles distance away from Site 1.

Scope of Work.

The Scope of Work for this contract shall include Design, Abatement, Containment, Removal and Disposal Project Elements for Hazardous Waste and NON-Hazardous Waste:

The project will include, but not be limited to, the following:

Review Site Data.

Upon Award, determine and provide Design Schedule of Work.

Perform Follow-up Field Verification Site Visit and SITE SURVEY.

Perform Additional Analysis and Testing as necessary.

Obtain All Required Pre-Abatement, and Pre-Demolition / Pre-Deconstruction Permits for the Project Work Activities. Contractor shall pay for All Permits and Fees associated with the Work.

Perform Value Engineering throughout the Design and De-Construction Process.

Evaluate Existing Conditions and Environmental Conditions of Each Site and develop, prepare, and submit a Detailed Set of Planning and Implementation Documents to result in successfully Project Delivery.

Design Site and Design Project Elements. Includes Temporary and Permanent Elements and Structures.

Prepare and submit D-B Draft Design and D-B Final Draft Design Documents for Review and Approval / Disapproval, as required. Contractor shall adhere to Division 1 General Requirement Specifications.

Provide Work Schedules for Each Major Division of Work.

Secure Work Area and provide for Continued Access to Authorized Personnel ONLY.

Perform Project.

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Develop, prepare, and submit Post Work Activities and Post Work Task Documents.

Develop, prepare, and submit As-Performed Record Drawings.

2.1.2 Definition of Contract Line Item Numbers and Description of Work.

For a Definition of Contract line Item Numbers and Description of Work, refer to the Solicitation Document Standard Forms and the Statement of Work Document.

2.1.3 Project Meetings.

A. Project Kick-Off Meeting (On-Site AND/OR Virtual).

After award of the contract and acceptance of the Performance and Payment Bonds, the Contracting Officer (CO) or Contracting Officer’s Representative (COR) will arrange a Project Kick-Off Meeting with the Prime Contractor. This meeting will be held On-Site AND/OR Virtually for Ellicott Slough NWR. Part of the purpose is to draft and finalize a detailed scope of work for the Completion of 100% Draft and Final Draft Design Documents through evaluating any existing drawings, interviewing the USFWS and assessment of the site. Services will also include coordination with AHJ, All Major Consultant Disciplines, and permitting consultants.

Deliverables:

(1) Agenda prior to Meeting.

(1) Meeting Minutes and Findings within 5 Calendar Days of Meeting.

(1) Proposed Project Schedule with Task Milestones (Work Task Schedule).

The meeting agenda for the Project Kick-Off Meeting shall include the following at a minimum:

Review and Emphasize USFWS Requirements and Design Objectives.

Discuss Environmental and Sustainability Requirements.

Identify Commissioning.

Discuss Schedule of Values.

Review Design Schedule (Provide a Minimum of (2) Color Hard Copies).

Note: No portion of the Work can begin On-Site Work until 100% Complete Final

Draft Design Documents are Approved for the portion and any other portion of the Work, which may be affected by it.

Discuss Modifications during Design.

Review Required Design Submittals.

Review Areas Available for use by the Prime Contractor.

Review Access Requirements of the USFWS.

Discuss Natural and Cultural Resource Protection.

Review Payment Procedure.

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B. Design Review Meetings.

The Contractor shall be responsible for preparing meeting agendas, meeting minutes, and scheduling of required Design Review Meetings with the owner, USFWS. Prior to performing a Design Review Meeting, the Prime Contractor will provide an electronic PDF copy of the Design Documents at least 7 days in advance of the scheduled Design Review Meeting. The purpose of providing Design Documents in advance to a Design Review Meeting is to provide the USFWS with sufficient time to review the current iteration of the Documents and provide Review Notes and Comments.

Design Review Meetings will be scheduled by the Contractor for 100% Draft and Final Draft Design Document Milestones.

C. Pre-Work Meeting.

The following Project Requirement deliverables shall be submitted a minimum of (1) Week prior to the Pre-Work Meeting.

Letter designating Contractor’s Project Superintendent(s).

Project Schedule delineating All Work Activities and Work Tasks.

Accident Prevention Program.

Site Specific Safety and Health Plan.

A List of Sub-Contractors for this Project (This item shall match initial bid submitted at solicitation).

Air Emission and Air Quality Monitoring Program and Plan

(AE-AQM Program and Plan) Hazardous Waste Management Plan (HAZ-MAT WMP)

Include Description for the Separation and Segregation of Waste Materials On-Site to ensure Waste Materials are Disposed of at Disposal Facilities with the Correct Facility Designation.

Waste Management Plan (WMP).

Quality Assurance and Quality Control Plan (QA-QCP).

Storm Water Pollution Prevention Plan (SWPPP) Submittal Procedures.

Contractor’s Commissioning Plan (CCxP).

After 100% Final Draft Design Documents are Approved, and prior to the Start of On- Site Work, the CO shall arrange an On-Site Pre-Work Meeting with the Contractor. The Meeting Agenda will include the following items at a minimum:

Correspondence Procedures.

Roles and Responsibilities.

Lines of Authority.

Progress Payments.

Submittal Procedures.

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On-Site Work Schedule (develop, prepare, and submit a minimum of Two (2) Color Hard Copies and an Electronic Copy in software it was created in) Note: No portion of the Work can begin On-Site until 100% Final Draft Design Documents are approved for the portion and any other portion of the work, which may be affected by it.

Labor Standards.

Payroll Reports.

Modifications.

Accident Reporting.

Refuge Rules and Regulations.

Medical emergency processes, availability, emergency numbers, and contacts.

Refuge permits, prohibition on burning construction waste, rules of the road, alcohol use, housekeeping, firearms, pets, natural and cultural resource concerns.

Bridge, Access Road and Site Constraints.

Environmental Protection.

Visitation and Public Relations.

Archeological Resources Protection Requirements.

Saturdays, Sundays, holidays, and Night Work.

Traffic Control.

2.1.4 Additional Meetings.

D. Work Progress Meetings.

The Contractor shall be responsible for preparing meeting agendas, meeting minutes, and scheduling of required Work Progress Meetings. The USFWS requires the Contractor to schedule progress meetings weekly during On-Site Work. The purpose of weekly work progress meetings with the USFWS is to report on project progress and any potential issues, which were encountered or continue to develop during work progress. The weekly progress meetings will be by phone and will have as a minimum the following Agenda Items:

Approval of Minutes of previous meetings.

Submittal Status.

Review of Off-Site Disposal Items.

Requests for Information (RFI’s) and Issues.

Modifications.

Work in Progress and Projected Finish Dates.

Schedule Update (provide Updated CPM Schedule).

Status of Project As-Performed Record Drawings and Technical Specifications.

Other Business relating to the Work.

The Contractor is strongly encouraged to retain their Architect-Engineer under subcontract during On-Site Work to be available for Submittal Reviews, On-Site Work

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Review Site Visits, and to be able to Submit Responses to Requests for Information (RFI) during On-Site Work Progress.

2.1.5 Project Schedule.

A. General: The Contractor shall provide two (2) color copies and one electronic copy of the project schedule after award and before the first Design Review Meeting. The schedule shall include a detailed design phase with design deliverable submission dates, review periods, and an On-Site Work Schedule with important milestones included for both phases.

Develop in its entirety the design, abatement, containment, demolition, and de-construction portion of the schedule and submit to the Contracting Officer and Contracting Officer’s Representative before the Pre-Work Meeting or prior to any Start Date. The project schedule shall be updated on a monthly basis throughout the entire contract period of performance and until Project Substantial Completion. The status date of each schedule update shall be a minimum of 10 days before the progress payment request date.

B. Purpose: The purpose of the project schedule is to ensure adequate planning, coordination, scheduling, and reporting during execution of design, abatement, containment, demolition, and de-construction activities by the Contractor. The project schedule will assist the Contractor, the Contracting Officer, and the Contracting Officer’s Representative in monitoring the progress of the work, evaluating proposed changes, and processing the Contractor’s monthly progress payment requests.

C. Software: The software shall be the latest version of Microsoft Project, Primavera

Project Planner, SureTrak, or approved equal.

D. Schedule Development: The project schedule shall cover the entire contract period.

The late finish date of the project schedule shall be the same date as the established completion date of the contract.

Contractor’s project schedule shall consist of procurement activities (including mobilization, submittal, and the fabrication and delivery of key and long-lead procurement items) and de-construction / construction activities.

The Contractor’s project schedule shall consist of, but not be limited to, the following for each activity:

Identify each and every activity number with numerical designations (maximum 5-digit). Numbering of activities shall be in increments of 10.

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Concise description of the work represented by the activity (maximum 48 characters). Avoid the use of non-standard abbreviations. The work related to each activity shall be limited to (1) work trade.

Activity duration in whole working days with a maximum duration of 15 working days each, unless otherwise approved by the Contracting Officer, except for non-construction activities including mobilization, shop drawing and sample submittals, fabrication of materials, delivery of materials and equipment, design, abatement, containment, demolition, de-construction, removal, and disposal.

In developing the project schedule, the Contractor shall be responsible for ensuring sub-Contractor work at all tiers, as well as its own work, is included in the project schedule.

The project schedule, as developed, shall show the sequence and interdependence of activities required for complete performance of the work. The Critical Path Method (CPM) procedure shall be used in the preparation of the project schedule. The Contractor shall be responsible for ensuring all work sequences are logical and the project schedule shows a coordinated work plan. Proposed durations assigned to each activity shall be the Contractor’s best estimate of time required to complete the activity considering the scope and resources planned for the activity. Resource loading of each activity shall list all personnel by labor category and equipment type and capacity proposed to complete the activity in the duration shown. Include permit requirements and constraints. Seasonal weather conditions shall be considered and included in the planning and scheduling of all work influenced by high or low ambient temperatures, wind and/or precipitation to ensure completion of all work within the contract time.

E. Project Schedule Updates.

Monthly updates: The monthly updating of the project schedule shall be an integral part and basic element of the estimate upon which progress payments shall be established under this contract. If, in the judgment of the Contracting Officer, the Contractor fails or refuses to provide a schedule of values and a Schedule Update or revision as specified hereinafter, the Contractor shall be deemed to have not provided the required information upon which the progress payment may be established, and shall be subject to retainage of a portion of the payment.

Time Impact Analysis for Contract Modifications, Changes, Delays, and Contractor Requests Requirements: When contract modifications or changes are initiated, delays are experienced, or the Contractor desires to revise the project schedule, the Contractor shall submit to the Contracting Officer a written time impact analysis illustrating the influence of each modification, change, delay, or Contractor request on the contract time.

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Time Extensions: Activity delays shall not automatically mean that an extension of the contract time is warranted or due the Contractor. It is possible that a modification, change, or delay will not affect existing critical activities or cause non-critical activities to become critical. A modification, change, or delay may result in only absorbing a part of the available total float, which may exist within an activity chain of the project schedule, thereby not causing any effect on the contract time.

Time extensions will be granted in accordance with the terms of the contract.

Float: Float is not for the exclusive use or benefit of either the U.S. Fish and Wildlife Service or the Contractor. Extension of the contract time will be granted only to the extent the equitable time adjustments to the activity or activities affected by the modification, change, or delay exceeds the total (positive or zero) float available on a particular activity.

2.2 Additional Design Requirements.

2.2.1 Environmental and Sustainability Requirements for Design.

The U.S. Fish and Wildlife Service has established environmental and sustainability requirements for the project. Notify the CO if conflicts arise between performance of the work and environmental and sustainability requirements. The U.S. Fish and Wildlife Service does not intend to limit alternative methods of achieving these requirements.

Specific sustainability requirements for design may be found in Part 3, Performance Requirements, of this document, and the USFWS Project Sustainability Checklist (refer to Part 5 of the Attachment). Prepare and submit the Checklist by concisely explaining how the items are to be satisfied.

3.0 Performance Requirements.

3.1 Design Imperatives.

Use the following at All Stages of the Design and On-Site Work Processes:

Appropriate Design Solutions for Refuge Use and Maintenance Capabilities.

Integration of Facilities into the USFWS Environment.

Compliance Consistency Reviews.

Constructability Strategies.

Quality Assurance and Quality Control.

Risk Analysis.

Scope and Budget Consistency Reviews.

Sustainable Design Practices.

Value-Based Decision-Making Methodology.

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3.2 Sustainability.

Sustainability Requirements for U.S. Fish and Wildlife Service projects are presented in a variety of documents. There are federally legislated requirements and Executive Orders, depending on type of work and size of the project, which shall be satisfied. There are Department of Interior (DOI) and U.S. Fish and Wildlife Service (USFWS) policies, which govern Project Implementation. The USFWS Project Sustainability Checklist provides a mechanism for identifying project specific sustainability requirements and a way to Document continued compliance with those requirements. An updated list of laws, regulations, policies and background information is available.

This project shall meet all of the federal, state, county, and local environmental and sustainability requirements.

3.3 Integrated Design Principles.

Integrated Design Principles shall be employed. Use a collaborative, integrated design process and procedure which:

Initiates and Maintains an Integrated Project Team in All Stages of a Project;

Meets Performance Goals as defined in USFWS Project Sustainability Requirements for

Siting, Energy, Water, Materials, and Indoor-Outdoor Environmental Quality along with other comprehensive Design Goals; and, ensures incorporation of these goals throughout the Design and Lifecycle of the Project; and, Considers All Stages of the Project’s Lifecycle.

3.4 Facility Performance.

All Work performed shall comply with All Applicable Laws, Regulations, Standards, Provisions, USFWS Policies, and Guidelines.

3.5 Elements and Products.

In addition to requirements specified in previous Sections, provide products, materials, and elements, which comply with the following:

1. Where "no substitutions" is indicated, use only the product (or (1) of the products) specified.

2. Elements Made Up of More Than One Product:

a. Where an element is specified by performance criteria, the project shall use construction either proven-in-use or proven-by-mock-up, unless otherwise indicated.

i. Proven-In-Use: Proven to comply by having actually been built to the

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ii. Proven-by-Mock-Up: Compliance reasonably predictable by having been tested in full-scale mock-up using the same materials and design as specified and functioning as specified. Testing need not have been accomplished specifically for this project; when published listings of independent agencies include details of testing and results, citation of test by listing number is sufficient (submittal of all test details is not required).

iii. The Contractor may choose whether to use elements proven-in-use or proven-by-mock-up, unless either option is indicated as specifically required.

iv. Where test methods accompany performance requirements, those test methods shall be used to test the mock-up.

b. Where a type of product is specified, without performance criteria specifically applicable to the element, the project shall use the type of product specified.

c. Where more than one type of product is specified, without performance criteria specifically applicable to the element, the Contractor shall use one of the types of products specified.

d. Where a type of product is specified, with applicable performance criteria, the Contractor shall use either the type of product specified or another type of product that meets the performance criteria as proven-in-use or proven-by-mock-up.

e. Where more than one type of product is specified, with applicable performance criteria, the Contractor shall use either one of the types of products specified or another type of product that meets the performance criteria as proven-in-use or proven-by-mock-up.

f. Where neither type of product nor performance criteria are specified, the Contractor shall use products that will perform well within the specified life span of the building.

3. Products:

a. Where a product is specified only by a manufacturer name and model number/brand name, the Contractor shall use only that model/brand product.

b. Where the properties of a product are specified by description and/or with performance criteria, the Contractor shall use products that comply with the description and/or performance criteria.

c. Where manufacturers are listed for a particular product, the Contractor shall use a product made by one of those manufacturers that also complies with other requirements.

d. Where actual brand name products are not identified by either the Contracting Officer or the Contractor, the Contractor shall identify the products to be used.

e. In the Proposal:

i. The Contractor shall identify one or more product types for each system, assembly, or element.

ii. For each product type, the Contractor shall identify brief descriptive or performance specifications.

iii. For major manufactured products that are commonly purchased by brand

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f. For Draft and Final Draft Design Document Submissions:

i. Where more than one product type is identified for a particular system, assembly, or element, the Contractor shall identify exactly which type will be used.

ii. For each product type, the Contractor shall identify descriptive or performance specifications; early submittals shall be brief specifications, but complete specifications shall be provided prior to completion of construction documents.

iii. For each product type, the Contractor shall identify at least one manufacturer that will be used.

iv. For major manufactured products that are commonly purchased by brand name, and any other products so indicated, the Contractor shall provide manufacturer's product literature on at least one actual brand name product that meets the specifications, including performance data and sample warranty.

g. During Demolition and De-Construction:

i. The Contractor shall identify actual brand name products used for every product, except commodity products specified by performance or description.

ii. Where a product is specified by performance requirements with test methods, and if so specified, the Contractor shall provide test reports showing compliance.

iii. The Contractor shall provide manufacturer's product literature for each brand name product.

iv. The Contractor shall provide the manufacturer's certification that the product used on the project complies with the contract documents.

h. Before End of Closeout:

i. The Contractor shall provide copies of all disposal records.