Paul Rogers Elev Scope of Work 2020 05 29.pdf

Construction Contract Statement of Work

Paul Rogers Courthouse Elevator Nos 1-3 Project

Solicitation Number TBD i

Statement of Work

For

Design Build

May 29, 2020

PROJECT IDENTIFICATION

Project Name: Paul Rogers Federal Courthouse

Project Number: TBD

Region: 4

Building Name: Paul Rogers Federal Courthouse

Building Address: 701 Clematis Street, West Palm Beach, FL 33401

U.S. General Services Administration ii

Public Buildings Service

TABLE OF CONTENTS

1 PROJECT DESCRIPTION

1.1 Project Goals and Objectives

1.2 Project Delivery Approach

1.3 Reference Materials

2 GENERAL REQUIREMENTS

2.1 Contract Parties and Contract Work

2.2 Professional Ethics and Standards of Practice

2.3 Project Delivery Team Roles and Responsibilities

2.4 Owner’s Project Requirements (OPR)

2.5 Budget

2.6 Schedule

2.7 Construction Contractor Team

2.8 Performance Objectives

2.8.1 Standards and Criteria Documents

2.8.2 Sustainable Design/LEED

2.8.3 Fire Protection/Life Safety

2.9 Cost Management

2.9.1 Construction Cost Management

2.10 Project Management Responsibilities

2.10.1 Communications Plan

2.10.2 Detailed Project Schedule Development and Maintenance

2.10.3 Project Progress Meetings/Presentations

2.10.4 Meeting Agendas, Attendance, Minutes and Correspondence

2.10.5 Design Quality Assurance

2.11 Record Keeping

2.12 Contractor Personnel Security Requirements

2.12.1 Law Enforcement Checks and Background Investigations

2.12.2 Credentialing and Return of Credentials

2.12.3 Subcontracts

2.13 Document Security

2.13.1 Documents

2.13.2 Identification and Labeling/Marking

2.13.3 Copying from Labeled/Marked Documents

iii

2.13.4 Redacting

2.13.5 Safeguarding and Storage

2.13.6 Dissemination

2.13.7 Destruction

2.13.8 Reporting

2.13.9 Subcontracts

2.14 Record Keeping

3 SCOPE OF SERVICES

3.1 Design Stage

3.2 Construction Stage

3.2.1 Construction Delivery Phase

3.3 Closeout Stage

3.3.1 Construction Contract Closeout

4 ADMINISTRATION

4.1 Payment for Construction Delivery Phase Work

4.2 Travel

5 APPENDIX A - Owner’s Project Requirements

1 PROJECT DESCRIPTION

The contractor shall provide all labor, materials, equipment and testing required to accomplish the design and construction of one new elevator installation and the modernization of elevators 1 & 2, as identified herein, at the Paul Rogers Federal Courthouse in West Palm Beach , FL.

Provide all design, construction documents, site investigation, finish demolition, site supervision, security approved workers, elevator renovations, mechanical, electrical, painting, HVAC, Fire Sprinkler system modifications, telecommunications, testing and other general work for a complete project.

Project Type

This is an installation of one new elevator in an existing hoistway and modernizing two existing traction elevators 1 & 2.

1.1 Project Goals and Objectives

GOAL:

The project overall goal is to provide one new traction elevator in the vacant shaft to function with modernized elevators 1 & 2.

OBJECTIVE:

The project objective will be accomplished by a professional Design Build contractor who will design and build the upgrades for a more reliable modern elevator. This will include the requirements of GSA P100, 2006 ABAAS/State of Florida ADA Codes, federal and state building codes, industry standards, and reference materials.

1.2 Project Delivery Approach

This project will be accomplished using a design-build approach, utilizing a single contractor for both design and construction work, as described below:

Design BUILD:

Prepare Design drawings

Bid on Design components

Construct project according to statement of work

Upon completion of work, provide adequate training and system testing for the owners

1.3 Reference Materials

a) Existing Building Plans (not “As-builts”) available for on site review from GSA Building Manager.

2 GENERAL REQUIREMENTS

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

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

2.1 Contract Parties and Contract Work

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

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

This contract includes only Construction Stage work, all to be performed by the Construction Contractor.

The specific activities, tasks, and deliverables required of the Construction Contractor are further delineated in this Statement of Work.

2.2 Professional Ethics and Standards of Practice

In the conduct of all activities required for or otherwise related to the performance of the contract work, the Construction Contractor shall conform to and uphold all established ethical principles and professional standards of practice governing the Construction contractor segment of the Construction industry.

2.3 Project Delivery Team Roles and Responsibilities

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

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

2.4 Owner’s Project Requirements (OPR)

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

2.5 Budget

The estimated range for Construction costs is TBD.

2.6 Schedule

Project submittals 30 days

Submittal Review 15 Days

Construction for Elevator Nos 3 - 90 Days

Modernization for Elevators Nos 1&2 98 Days( Per Elevator)

Punch- List Closeout Documents- 5 Days

Total contract period 336 calendar days

2.7 Construction Contractor Team

Project manager

Construction supervisors

Licensed Tradespeople as necessary

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

During the performance of the services required under this contract, the Construction contractor shall obtain the GSA written consent before making any substitution for subcontractors and outside associates or consultants specifically identified and agreed to during negotiations.

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

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

2.8 Performance Objectives

2.8.1 Standards and Criteria Documents

2.8.1.1 Applicability

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

2.8.1.2 Document List

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

[The following documents are in addition to those contained in PBS-P100.

PBS P-120, Project Estimating Requirements for the Public Buildings Service

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

Architectural Barriers Act Accessibility Standard (ABAAS)

NFPA 70, National Electrical Code

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

2.8.2 Sustainable Design/LEED®

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

2.8.3 Fire Protection/Life Safety

Except as otherwise indicated in referenced programming documents, fire protection and life safety design requirements must comply with 2010 PBS-P100, Chapter 7. As provided in PBS- P100 Chapter 7, NFPA 101 is the primary applicable standard. In cases where NFPA is silent on an issue, and IBC addresses the issue, the IBC requirement will apply.

2.9 Cost Management

2.9.1 Construction Cost Management

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

2.10 Project Management Responsibilities

2.10.1 Communications Plan

The Construction Contractor shall assist the GSA in complying with a project communications plan.

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

GSA.

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

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

2.10.2 Detailed Project Schedule Development and Maintenance

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

Before starting any work, the Construction Contractor shall develop and provide a detailed schedule in Microsoft Project or other approved scheduling software for completion of all

Construction Stage activities, tasks, and submissions required herein, leading up to and including the final close-out. The schedule shall include the 15 nationally agreed-to milestones as appropriate. After the Construction Contractor receives notice to proceed with the Construction Stage work, the Construction Contractor shall provide and maintain a detailed schedule in Microsoft Project for completion of all Construction Stage activities, tasks, and submissions required herein. The Construction Contractor schedules shall itemize all required submission dates and review durations, and must conform to the milestones and durations provided in the GSA overall schedule and the Submission, Review, and Construction Contractor Fixed Price Table schedule provided below in the Administration section.

The Construction Contractor shall provide monthly schedule updates to the GSA, showing progress on and completion of all required Design Stage services and Construction Stage work.

If the schedule updates indicate that previously approved schedules may not be met, GSA will give immediate notice and request appropriate recommendations from the Construction Contractor.

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

2.10.3 Project Progress Meetings/Presentations

After Construction begins, the Construction Contractor shall conduct and a GSA representative and/or consultant will attend weekly progress meeting(s) and weekly subcontractor meeting(s).

The Construction Contractor shall also attend Construction oversight meetings with representatives from the GSA and the Project Delivery Team on a monthly basis.

2.10.4 Meeting Agendas, Attendance, Minutes and Correspondence

The Construction Contractor shall prepare and distribute an agenda for each Construction Contractor hosted project meeting, in advance of the meeting date.

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

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

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

2.10.5 Design Quality Assurance

No services required

2.11 Record Keeping

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

2.12 Contractor Personnel Security Requirements

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

Contractor personnel requiring daily/weekly access to occupied building areas housing federal operations, over a period of 10 days or more, shall undergo background investigations conducted by the United States Government, and will be issued Government-wide standard secure and reliable forms of identification issued by the federal Government (i.e., federal personal identity verification (PIV) credentials) as required under Homeland Security Presidential Directive-12 (HSPD-12).

Credentialed Contractor personnel must wear their PIV credential cards visibly above the waist at all times while in occupied building areas housing federal operations.

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

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

A security background review by DHS-FPS and/or the USMS of all workers must be completed before any construction may start at the project site. Temporary workers must be cleared by DHS- FPS based on completed Contractor Information Worksheets (CIW) and forms FD 258, 176T, and e- QIP SF 85P. If unescorted access in the building is required, the D-B Contractor should allow a minimum of 2 months for processing of the applicable security clearance forms. If unescorted access in the building is not required, the Contractor should allow a minimum of one (1) month for processing of the applicable security clearance forms."

2.12.1 Law Enforcement Checks and Background Investigations

Process for requesting clearances:

You will have seven (7) business days to log onto the OPM portal from any Internet capable computer, to initiate and complete the process. Save your work and you can return to the portal where you stopped, until you complete all the questions. Fill in all boxes with requested information or when not applicable use N/A.

Here is what you will need to do to submit information for a Clearance:

1. Go to this website: http://www.zoneb-hspd12@gsa.gov

2. Click on the enter e-Qip Applicant Site

3. Make sure the browser settings are correct. If you have any problems review the attached Quick Reference Guide.

4. Enter your Social Security Number.

5. Fill out the “golden questions”

6. Important: The first time you login to E-Qip, you will be asked to answer three default questions.

The answers to the default questions must consist of upper case letters. After initial login, you will be required to enter your own golden questions and answers. Then complete the entire form (it will take approximately 3 hours to complete).

7. Once you have completed the form, remember to print out all signature pages PRIOR to releasing it to the agency. Make sure you print out (2) copies of the whole application, one for your file and one for your GSA Point of Contact or sponsor. Once you electronically submit your paperwork to the agency, you will not be allowed to make any further corrections.

8. Print the three release forms and sign them. The release forms are the last three pages of the e- QIP, they include the certification page, authorization for release of information and authorization for release of medical information. Without these forms we cannot proceed further.

9. Please have two forms of your fingerprints taken. Fingerprints can be taken at any police station; you may wish to speak with your Company Point of Contact or sponsor to find out if your location has someone on site that can also do this for you.

10. After you electronically submit the paperwork, you will submit items listed below to your Company Point of Contact or sponsor:

Three signed signature pages.

Two legible fingerprint cards.

If you are a naturalized citizen, please attach a copy of your naturalization certificate.

11. YOU MUST RELEASE YOUR APPLICATION IN ORDER FOR IT TO BE PROCESSED; FAILURE

TO COMPLY WILL CAUSE YOUR APPLICATION TO BE TERMINATED.

Access to the secure Portal is by invitation only, limited to those having official business with it, and others in the personnel security community. This portal supports secure communication and collaboration for sensitive but unclassified information (SBU), such as Privacy Act information. No classified information shall be posted to this site, nor processed through it.

2.12.2 Credentialing and Return of Credentials

A federal PIV credential may be issued after an initial background check has been completed. If the ensuing further background investigation results in a preliminary finding that the subject individual is unsuitable to occupy a position at the designated sensitivity level, the PIV credential may be revoked and the subject individual denied access to building areas housing federal operations pending completion of any adjudication and/or appeal process or final determination.

Unsuitable individuals may be escorted out of building areas housing federal operations by DHS FPS, Immigration and Customs Enforcement (ICE), or other law enforcement entities, if necessary to protect government employees, property, and interests.

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

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

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

Release of the subject individual from Contractor or subcontractor employment

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

Expiration of this contract

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

2.12.3 Subcontracts

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

2.13 Document Security

Sensitive but unclassified (SBU) building information will be generated and/or must be disseminated to and stored by various parties in the course of executing this project. SBU building information is information that, if misused, poses a potential security risk to a building, its occupants and visitors, and/or its contents. The Contractor shall comply with the following requirements regarding SBU building information.

2.13.1 Documents

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

2.13.2 Identification and Labeling/Marking

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

2.13.3 Copying from Labeled/Marked Documents

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

2.13.4 Redacting

The Contractor may redact complete or partial copies of SBU labeled/marked documents to remove or completely and unalterably obscure the SBU content. The Contractor shall review the redacted copies with the GSA to ensure that all SBU content has been removed or obscured.

Copies so redacted and reviewed are no longer subject to these requirements regarding SBU building information.

2.13.5 Safeguarding and Storage

The Contractor shall properly safeguard any documents bearing SBU labels/markings at all times while those documents are in Contractor possession. Access to such documents when in use by the Contractor must be limited to individuals having a need to know the content in order to perform work required under this contract. When not in use, SBU labeled/marked documents in Contractor possession must be securely stored such that they can be retrieved only by those individuals having a need to know the content.

2.13.6 Dissemination

Other than within the Project Delivery Team, the Contractor shall disseminate SBU labeled/marked documents only to parties assigned or authorized to perform a role in the execution of the project and having a resultant need to know the document content. Documents may be disseminated in face-to-face meetings, by courier or secure shipment with evidence of delivery, or by electronic transmission. Electronic transmission of SBU information shall be encrypted as provided in current National Institute of Standards and Technology (NIST) data encryption standards and cryptographic module security requirements for processing SBU information.

2.13.7 Destruction

SBU content that is no longer needed shall be purged from all SBU labeled/marked documents and destroyed, or the complete document shall be destroyed, such that the SBU content is rendered unreadable and incapable of being restored. Data storage devices containing SBU information that is no longer needed shall be destroyed or the SBU content shall be erased using a permanent erase utility or comparable method.

2.13.8 Reporting

The Contractor immediately shall report to the GSA any known or suspected instances of improper dissemination of SBU information, or other circumstances in which the security of SBU information may be compromised.

2.13.9 Subcontracts

The Contractor shall incorporate provisions in all applicable subcontracts as necessary to ensure compliance with all requirements provided in this Document Security section.

2.14 Record Keeping

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

3 SCOPE OF SERVICES

The Construction Contractor shall perform all services described in this Scope of Services (including services required under exercised options, if any) in accordance with applicable requirements and provisions set forth in the General Requirements above.

3.1 Design Stage

3.2 Construction Stage

Upon receipt of notice to proceed with the Construction Stage work, the Construction Contractor shall perform all services described in this section as a part of the Construction Stage work.

3.2.1 Construction Delivery Phase

3.2.1.1.1 Pre-Construction Conference

Participate in the pre-construction conference

3.2.1.2 Construction Administration

3.2.1.2.1 Schedule of Values

Prepare and submit schedule of values for the GSA approval no later than 10 days after the Contractors NTP.

3.2.1.2.2 Construction Safety Program

Contractor shall submit for approval a site specific safety plan.

3.2.1.2.3 Project Progress Meetings

Contractor shall participate in all scheduled project progress meetings.

3.2.1.2.4 Construction Schedules

The Contractor shall provide for approval and maintain construction schedules. These shall be updated monthly.

3.2.1.2.5 Submittal Processing

Prepare and submit a submittal schedule. Ensure that all subcontractors understand, agree to, and conform to their respective roles, responsibilities, and timeliness requirements for submittal processing.

Upon receipt of submittal approvals, coordinate as necessary with all involved subcontractors.

Refer to FAR 52.236-21, Specifications and Drawings for Construction, for further submittal and shop drawing review requirements.

Expedite the processing of submittals to minimize approval times.

Do not order materials without having approved submittal documentation.

3.2.1.2.6 Inspections and Testing

Develop a field inspections and testing plan. (e.g. HVAC performance, HVAC Duct leakage, Fire Sprinkler pressure test, Fire Alarm Devices test, etc.) for GSA approval.

Conduct inspections and tests as required by the scope of work or any referenced or implied standards..

Coordinate with the GSA for inspections.

Conduct construction safety (OSHA) inspections as required.

3.2.1.3 Construction Work Sequence Planning

In coordination with the GSA, and tenant agencies, develop, maintain and update a Construction work sequence plan addressing:

Construction phasing approach

Use of any fast tracking to achieve best value for the Government

Schedules for award of subcontract Construction packages, including procurement cycles, submittal approvals, Construction delivery, and testing/commissioning

Conduct Construction safety (OSHA) inspections as required.

3.2.1.3.1 Clarifications/Requests for Information/Change Orders

Each RFI must include a specific description of the issue requiring clarification, citing the specific related contract documents requiring clarification. RFI’s should only be submitted after performing due diligence to confirm that the contract requirements in question are in fact unclear or otherwise inadequate.

Upon receipt of the response to each RFI submitted, coordinate the response with all involved subcontractors to ensure understanding and appropriate action.

Provisions for use of the GSA share of shared savings will apply if the GSA agrees that additional work to be performed by the Construction Contractor as a result of resolution of an RFI is beyond the scope of work upon which the ECW was previously based. See the clause entitled Design-Build Contract Guaranteed Maximum Price with Construction Contingency Allowance..

3.2.1.3.2 Construction Contractor As-Built Drawings and Specifications

The Construction Contractor shall update CAD drawings (as-built drawings) and electronic specifications (as-built specifications), at least monthly, to document changes that occur during Construction.

3.2.1.3.3 Construction Contractor Payment Requests

Update the Construction schedules monthly prior to each payment request. Provide documentation evidencing the cost of work performed to be included in the payment request. Allowability of costs shall be in accordance with FAR 31.105 and 31.2.

Before submitting each payment request, meet with GSA to review the advance copy of the Construction progress report. Ensure that GSA is in agreement as to the progress of the Construction work and the value of the work completed.

Based upon agreed value of work completed, submit monthly payment requests to the

GSA.

3.2.1.3.4 Construction Checklists

Complete the Construction checklists as the work is accomplished.

3.2.1.4 Turnover Process

3.2.1.4.1 Substantial Completion

Prior to substantial completion, assist the GSA in conducting a pre-final walk-through with tenant agencies.

3.2.1.4.2 Punch-List

After the GSA certification that the work or each designated portion thereof is substantially complete, assist the GSA in conducting a final inspection and preparing a punch-list documenting remaining work.

Participate with the GSA in conducting follow-up inspections to administer resolution of punch-list items, involving the tenant agencies and other stakeholders as appropriate.

3.2.1.4.3 Operation and Maintenance (O&M) Manuals Submittal

Review O&M documentation to determine whether contractor clearly explains design intent, system and equipment operation, calibration requirements, and maintenance procedures, and recommend acceptance, revision or rejection accordingly. Ensure all documentation is coordinated with the building information model(s) and in compliance with the BEP.

3.2.1.4.4 Warranties, Guarantees and Certificates

Review all submitted warranties, guarantees, and certificates, ensuring that the GSA rights and responsibilities are clearly defined. Ensure all information is coordinated with the appropriate objects within the building information model(s) and in compliance with the BEP.

3.2.1.4.5 Final As-Built Drawings and Specifications

The Construction Contractor shall prepare and submit final CAD as-built drawings and electronic as-built specifications for review and approval at the completion of the Construction.

3.3 Closeout Stage

3.3.1 Construction Contract Closeout

Resolve all remaining punch-list items.

Submit release of claims.

4 ADMINISTRATION

4.1 Payment for Construction Delivery Phase Work

Refer to FAR 52.232-5 Payments under Fixed-Price Construction Contracts and FAR 52.232-27 Prompt Payment for Construction Contracts.

4.2 Travel

Unless otherwise indicated in the Scope of Services sections, the Construction Contractor is responsible for travel costs to support the requirements contained in this Statement of Work, including all progress meetings, workshops, reviews, and site visits. The Construction Contractor shall assume all travel will be within the vicinity of the project site except as specifically indicated otherwise in the Scope of Services section.

5 APPENDIX A - Owner’s Project Requirements APPENDIX A - Owner’s Project Requirements (OPR)

The intent of this design build contract is to provide modernized upgraded elevators 1 & 2. Also, to provide new installation of Elevator Nos. 3.

The project shall include but is not limited to:

1. General: Include all costs related to security clearances and screening, phasing, and timing of work.

The contract price shall include all work listed including work other than that typically completed by the elevator contractor. This is an active occupied federal building. All noisy and disruptive work must be scheduled when it will not disrupt the operation and occupants. This will require nights and weekends at no additional cost to the government.

SECTION 14 21 00

ELECTRIC TRACTION ELEVATOR

Paul Rogers Federal Courthouse 701 ClematisStreet

West Palm Beach, FL

PART 1 GENERAL

1.1 DESCRIPTION

A. This section provides the requirement/scope for the engineering, furnishing and installation of complete and ready for operation electric traction elevator systems described herein and as indicated on the contract drawings.

B. Passenger Elevator No. 3, shall be overhead MRL gearless traction type; with Variable Voltage

Variable Frequency (VVVF) microprocessor based control system, simplex selective collective automatic and power operated one-speed side opening car and hoistway doors. Elevator shall have Class “A” loading.

(Existing machine room) A. Provide dedicated HVAC. Machine Room temperature must be maintained between 55º and 90º

F. The contractor should include a 5 ton split DX unit with ductwork to evenly distribute the airflow to the room. Outdoor condensing unit should have factory applied coastal coating to protect from corrosion. Final unit shall be adjusted during design.

B. Clean all elevator equipment areas (hoistway, pit, machine room). Provide code compliant machine room.

C. Paint machine room and pit floors upon completion of construction.

D. Remove old machine room exhaust and fill in wall opening to match existing wall construction.

E. Provide new fire rated machine room door conforming to the requirements of the building code.

Provide new self-closing mechanism and keyed lock.

F. Provide new fire protection devices in the elevator lobbies and machine room meeting latest requirements of ASME A17.1 and International building code. Remove existing fire detection devices and associated electrical conduit and wiring from hoistway.

G. Provide new main and auxiliary disconnects in machine room meeting NEC and ASME A17.1 requirements.

H. Remove any abandoned conduit and piping in hoistway and machine room.

I. Fire caulk around piping and conduit penetrating machine room and hoistway.

J. Provide new pit lighting. Fixtures shall be protected to prevent accidental contact and breaking.

Provide switch adjacent to access door and meeting ASME A.17 code requirements for accessibility.

L. Hoistway Ventilation. Provide new screen for existing vent opening.

M. Provide light and GFCI outlets in the elevator pit and machine room.

N. Furnish electric power for testing and adjusting elevator equipment.

O. Furnish new lockable power disconnecting means in machine room for car and hoistway lights and receptacles.

P. Supply power for cab lighting and ventilation from an emergency power panel.

Q. Provide new fire extinguisher in machine room / control room.

R. Provide new permanently installed sump pump with discharge piping and meeting requirements by the applicable plumbing code. The sump pump/drain shall have the capacity to remove a minimum of 11.4 m3/h (3,000 gal/h). Modify sump pit to allow sump pump installation with grating level with the pit floor.

S. Provide new pit access ladder meeting code requirements.

1.2 RELATED WORK

A. Section 01 33 23 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION (FAR 52.236-21) and, SPECIAL NOTES (VAAR 852.236-91), in GENERAL CONDITIONS.

B. Section 07 84 00, FIRESTOPPING: Sealing around penetrations to maintain the integrity of fire-rated construction.

C. SECTION 09 06 00, SCHEDULE FOR FINISHES: As a master format for construction projects, to identify interior and exterior material finishes for type, texture, patterns, color and placement.

D. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS: General electrical requirements that are common to more than one section.

F. Section 26 05 21, LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES (600

VOLTS AND BELOW): Low Voltage power and lighting wiring.

G. Section 26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS: Requirements for personnel safety and to provide a low impedance path for possible ground fault currents.

H. Section 26 05 33, RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS: Conduits for cables and wiring.

I. Section 26 05 71, ELECTRICAL SYSTEM PROTECTIVE DEVICE STUDY: Requirements for installing the over-current protective devices to ensure proper equipment and personnel protection.

J. Section 26 51 00, INTERIOR LIGHTING: Fixture and ballast type for interior lighting.

1.3 QUALIFICATIONS

A. Approved Manufacturers: Provide product manufactured by one of the following: Otis Elevator, Kone Elevator, Thyssenkrupp Elevator, Motion Control Engineering G.A.L. and equal manufactures.

Major elevator components, including driving machines, controllers, signal fixtures, door operators, car frames, cars, and entrances, shall be manufactured by single manufacturer.

Approval by the Contracting Officer is required for products and services of proposed manufacturers, suppliers and installers and shall be contingent upon submission by Contractor of certificates stating the following:

1. Elevator contractor is currently and regularly engaged in the installation of elevator equipment as one of his principal products.

2. Elevator contractor shall have three years of successful experience, trained supervisory personnel, and facilities to install elevator equipment specified herein.

3. The installers shall be Certified Elevator Mechanics with technical qualifications of at least five years of successful experience and Apprentices actively pursuing certified mechanic status. Certificates shall be submitted for all workers employed in this capacity.

B. Approval will not be given to elevator contractors and manufacturers who have established on prior projects, either government, municipal, or commercial, a record for unsatisfactory elevator installations, have failed to complete awarded contracts within the contract period, and do not have the requisite record of satisfactorily performing elevator installations of similar type and magnitude.

C. The Contractor shall provide and install only those types of safety devices that have been subjected to tests witnessed and certified by an independent professional testing laboratory that is not a subsidiary of the firm that manufactures supplies or installs the equipment.

D. Welding at the project site shall be made by welders and welding operators who have previously qualified by test as prescribed in American Welding Society Publications AWS Dl.1 to perform the type of work required. Certificates shall be submitted for all workers employed in this capacity. A welding or hot work permit is required for each day and shall be obtained from the COTR of safety department. Request permit one day in advance.

E. Electrical work shall be performed by Licensed Electricians as requirements by NEC. Certificates shall be submitted for all workers employed in this capacity.

1.4 APPLICABLE PUBLICATIONS

A. The publications listed below form a part of this specification. Elevator installation shall meet the requirements of the latest editions published and adopted by GSA on the date contract is signed.

B. Federal Specifications (Fed. Spec.):

J-C-30B ...................................... Cable and Wire, Electrical (Power, Fixed Installation)

W-C-596F ................................... Connector, Plug, Electrical; Connector, Receptacle, Electrical

W-F-406E ................................... Fittings for Cable, Power, Electrical and Conduit, Metal, Flexible

HH-I-558C .................................. Insulation, Blankets, Thermal (Mineral Fiber, Industrial Type)

W-F-408E ................................... Fittings for Conduit, Metal, Rigid (Thick- Wall and Thin-wall

(EMT) Type)

RR-W-410 .................................. Wire Rope and Strand

TT-E-489J .................................. Enamel, Alkyd, Gloss, Low VOC Content

QQ-S-766 .................................. Steel, Stainless and Heat Resisting, Alloys, Plate, Sheet and

Strip

C. International Building Code (IBC)

D. American Society of Mechanical Engineers (ASME):

A17.1-13......Safety Code for Elevators and Escalators

A17.2-12......Inspectors Manual for Electric Elevators and Escalators

E. National Fire Protection Association:

NFPA 13-16..........Standard for the Installation of Sprinkler Systems

NFPA 70-14..........National Electrical Code (NEC)

NFPA 72-10..........National Fire Alarm and Signaling Code

NFPA 101-09.........Life Safety Code

NFPA 252-08.........Fire Test of Door Assemblies

F. American Society for Testing and Materials (ASTM):

A1008/A1008M-10 ..................... Steel, Sheet, Cold Rolled, Carbon, Structural, High-Strength

Low-Alloy and High Strength Low-Alloy with Improved Farability

E1042-02(R2008) ....................... Acoustically Absorptive Materials Applied by Trowel or Spray

G. Society of Automotive Engineers, Inc. (SAE)

J517-10 ...................................... .Hydraulic Hose, Standard

H. Gauges:

For Sheet and Plate: U.S. Standard (USS)

For Wire: American Wire Gauge (AWG)

I. American Welding Society (AWS):

D1.1-10....................................... Structured Welding Code Steel

J. National Electrical Manufacturers Association (NEMA):

LD-3-05 ...................................... High-Pressure Decorative Laminates

K. Underwriter's Laboratories (UL):

486A-03 ...................................... Safety Wire Connectors for Copper Conductors

797-07 ........................................ Safety Electrical Metallic Tubing

L. Institute of Electrical and Electronic Engineers (IEEE)

M. Regulatory Standards:

Uniform Federal Accessibility Standards

Americans with Disabilities Act

1.5 SUBMITTALS

A. Submit in accordance with Specification Section 01 33 23, SHOP DRAWINGS, PRODUCT

DATA, and SAMPLES.

B. Before execution of work, furnish information to evidence full compliance with contract requirements for proposed items. Such information shall include, as required: Manufacturer's

Name, Trade Names, Model or Catalog Number, Nameplate Data (size, capacity, and rating) and corresponding specification reference (Federal or project specification number and paragraph).

All submitted drawings and related elevator material shall be forwarded to the Contracting Officer.

C. Name of manufacturer, type or style designation, and applicable data of the following equipment shall be shown on the elevator layouts:

1. Hoisting Machine.

2. Hoisting Machine Motor, HP and RPM ratings, Voltage, Starting and Full Load Ampere, and

Number of Phases.

3. Controller

4. Starters and Overload Current Protection Devices.

5. Governor

6. Electric Door Operator; HP and RPM ratings, Voltage and Ampere rating of motor.

7. Hoistway Door Interlocks.

8. Car and Counterweight Buffers; maximum and minimum rated loads, maximum rated striking speed and stroke.

9. Cab Ventilation Unit; HP rating and CFM rating.

F. Complete dimensioned detail of vibration isolating foundations for traction hoisting machines.

H. Dimensioned drawings showing details of:

1. All signal and operating fixtures.

2. Car and counterweight roller guides.

3. Hoistway door tracks, hangers, and sills.

4. Door operator, infrared curtain units.

I. Drawings showing details of controllers and supervisory panels.

J. Furnish certificates as required under: Paragraph "QUALIFICATIONS".

1.6 WIRING DIAGRAMS

A. Provide three complete sets of field wiring and straight line wiring diagrams showing all electrical circuits in the hoistway, machine room and fixtures. Install one set coated with an approved plastic sealer and mounted in the elevator machine room as directed by the GSA.

B. In the event field modifications are necessary during installation, diagrams shall be revised to include all corrections made prior to and during the final inspection. Corrected diagrams shall be delivered to the GSA within thirty (30) days of final acceptance.

C. Provide the following information relating to the specific type of microprocessor controls installed:

1. Owner's information manual, containing job specific data on major components, maintenance, and adjustment.

2. System logic description.

3. Complete wiring diagrams needed for field troubleshooting, adjustment, repair and replacement of components. Diagrams shall be base diagrams, containing all changes and additions made to the equipment during the design and construction period.

4. Changes made during the warranty period shall be noted on the drawings in adequate time to have the finalized drawings reproduced for mounting in the machine room no later than six months prior to the expiration of the warranty period.

1.7 ADDITIONAL EQUIPMENT

A. Additional equipment required to operate the specified equipment manufactured and supplied for this installation shall be furnished and installed by the contractor. The cost of the equipment shall be included in the base bid.

B. Equipment not required by specification, which would improve the operation, may be installed in conjunction with the specified equipment by the contractor at his option at no additional cost to the Government, provided prior approval is obtained from the Contracting Officer’s Technical

Representative.

1.8 TOOL CABINET

A. Provide a metal parts/tool cabinet, having two shelves and hinged doors. Cabinet size shall be

1220 mm (48 in.) high, 762 mm (30 in.) wide, and 457 mm (18 in.) deep.

1.9 PERFORMANCE STANDARDS

A. The elevator shall be capable of meeting the highest standards of the industry and specifically the following:

1. Contract speed is high speed in either direction of travel with rated capacity load in the elevator. Speed variation under all load conditions, regardless of direction of travel, shall not vary more than three (3) percent.

2. The controlled rate of change of acceleration and retardation of the car shall not exceed 0.1G per second and the maximum acceleration and retardation shall not exceed 0.2G per second.

3. Starting, stopping, and leveling shall be smooth and comfortable without appreciable steps of acceleration and deceleration.

B. The door operator shall open the car door and hoistway door simultaneously at 2.5-feet per second and close at 1-foot per second.

C. Elevator control system shall be capable of starting the car without noticeable "roll-back" of hoisting machine sheave, regardless of load condition in car, location of car, or direction of travel.

D. Floor level stopping accuracy shall be within 3 mm (1/8 in.) above or below the floor, regardless of load condition.

E. Noise and Vibration Isolation: All elevator equipment including their supports and fastenings to the building, shall be mechanically and electrically isolated from the building structure to minimize objectionable noise and vibration transmission to car, building structure, or adjacent occupied areas of building.

F. Sound Isolation: Noise level relating to elevator equipment operation in machine room shall not exceed 80 dBA. All dBA readings shall be taken three (3) feet off the floor and three (3) feet from equipment.

G. Airborne Noise: Measured noise level of elevator equipment during operation shall not exceed 50 dBA in elevator lobbies and 60 dBA inside car under any condition including door operation and car ventilation exhaust blower on its highest speed.

I. Door Closing Time: Seconds from start of closing to fully open:

1. Cars 1: 2.4 seconds.

H. Car Ride Quality: Adjust where necessary to provide smooth operation free of excessive vibration, shifting, noise. etc.

J. Door Opening Time: Seconds from start of opening to fully open:

1. Horizontal and vertical acceleration within car during all riding and door operating conditions.

No more than 20 mg peak to peak (adjacent peaks) in the 1-10 Hz range.

2. Acceleration and deceleration shall be smooth constant and not less than and not more than

3 feet/second with an initial ramp between 0.5 and 0.75 second.

3. Sustained Jerk: Not more than 6 feet/second.

4. Measurement Standards: Measure and evaluate ride quality consistent with ISO 18738, using low pass cutoff frequency of 10 Hz and A95 peak-to-peak average calculations.

1.10 WARRANTY

A. The elevator and associated equipment shall be free of defective material, imperfect work and faulty operation not due to ordinary wear and tear or improper use or care for one year. The

Warranty shall extend for a period of one-year from final acceptance of all elevator work.

B. During warranty period if a device is not functioning properly or in accordance with specification requirements, or if in the opinion of the Contracting Officer’s Technical Representative, excessive maintenance and attention must be employed to keep device operational, device shall be removed and a new device meeting all requirements shall be installed as part of work until satisfactory operation of installation is obtained at no additional cost to the government. Period of warranty shall start anew for such parts from date of completion of each new installation performed, in accordance with foregoing requirements.

1.11 MAINTENANCE SERVICE

A. Provide 12-month maintenance service during warranty period by trained mechanics. Warranty maintenance shall commence upon completion and acceptance of all elevator work and shall include examination, adjustment, greasing, oiling, parts replacement, tests, and emergency service.

Maintenance based upon terms and conditions of Preventive Maintenance Agreement as…