240520SOW-All-Revised.pdf

R7 PDD CONSTRUCTION SOW Jan 24 1

U.S. General Services Administration

Public Buildings Service Greater Southwest Region

20 May 2024

Construction Scope of Work

1. Project Title: 023629 Shaw National Judiciary Elevator Program

2. Project Location: LA0099ZZ John M. Shaw U.S. Courthouse 800 Lafayette St, Lafayette, LA 70501

John M. Shaw U.S. Courthouse, 1st Floor

3. Building Hours:

3.1 Property Hours: Operating hours for this facility are from 8:00am to 5:00pm. Notify Project Manager and Building Manager, at least 72 hours in advance, of any work that may cause disruption during the day. Every attempt must be made to ensure normal building operations are not interrupted.

3.2 Working Hours: Project Working hours are anticipated to be 85% Normal operating hours and 15% Other Than Normal Working Hours. If work during other than normal business hours needs to be accomplished the Project Manager must be notified a minimum of 72 hours in advance.

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4. Pre-proposal Meeting & Site Visit: Site visits shall be conducted to allow prospective offerors the opportunity to see onsite conditions. COVID guidance from CDC and local building operation procedures must be adhered to during the Pre-proposal site visit.

5. Purpose: The purpose of this project is to modernize the existing elevators in the John M. Shaw U.S. Courthouse as per specifications.

6. Points of Contact:

6.1 Contracting Officer: Roderick Blouin

roderick.blouin@gsa.gov 713-875-0632

6.2 Project Manager: Derek Duvic

Derek.duvic@gsa.gov 504-289-7591

6.3 Property Manager: Ricky Crawford

Email: ricky.crawford@gsa.gov 504-415-9454

6.4 GSA’s Elevator SME: Scott Cumby, (817) 978-2271

scott.cumby@gsa.gov

6.5 Other: R7 Security Clearance Coordinators

r7clearance@gsa.gov

7. Notice to Proceed:

7.1 The Contracting Officer is the ONLY individual from the Government that can give the contractor a notice to proceed.

7.2 Before any of the work within the scope of the contract is started, the Contractor shall confer with the COR (Contracting Officer’s Representative) and agree on a sequence of procedure; means of access to premises and building; delivery of material and use of approaches; use of corridors, stairways, elevators, and similar means of communications;

and the location partitions, eating spaces for Contractor’s employees and the like.

7.3 After a Notice to Proceed is given the Contractor has 14 days to provide a schedule. This primary schedule will account for routine operations.

8. Period of Performance: The total period of performance for this task order is 575 days, and includes 45 calendar days for required security clearances, pre-work submittals, and material ordering. Actual construction period of performance is 530 calendar days.

8.1 Contractor must initiate the fitness determination process (security clearance) within 10 days of Zone D HSPD-12 instructional email.

8.2 Period of performance is initiated upon the Contracting Officer's release for the Notice to Proceed.

9. Description of Work: Contractor shall provide all materials, labor, tools, equipment and daily supervision to accomplish tasks as outlined in contract documents. Contractor is also responsible for all necessary safety measures.

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Public Buildings Service Greater Southwest Region

9.1 Division 1 General Requirements

9.1.1 All work performed for the three (3) Passenger Elevators and one (1) Service Elevator shall conform to specification number 14210 (Attachment 4).

9.1.2 All installations must be in accordance with the manufacturer's recommendations.

9.1.3 Contractor shall provide a construction method statement and phase site layout plan. The method statement shall show access arrangements, pedestrian routes within the site, parking, loading/unloading and material storage areas, staging / location of site fences if needed, location of wheel wash, and the location of traffic management signage/signals. All relevant licenses/permits (city/state) must be obtained prior to carrying out the work that require licenses/permits, per general conditions.

9.1.4 Work Sequence - Contact GSA PM to determine and schedule available work areas. The project is to be completed in accordance with the approved submitted Master Project schedule. The project schedule is subject to change in accordance with the approved start dates provided by the agency tenant.

9.1.5 Contractor shall perform the following mechanical work in accordance with the latest International Mechanical Code and NEC Standards.

9.1.6 Apply OSHA Lockout/Tag out standard to all energy sources.

9.1.7 A GSA approved welding permit will be required before performing any cutting and welding. Contractor shall contact the GSA Project Manager and Building Manager at least 48 hours in advance to request a permit for cutting and welding.

9.1.8 Contractor is responsible for obtaining all necessary permits.

9.1.9 Establish and maintain a safe construction zone.

9.1.10 All heavy equipment will be operated by certified operators.

9.1.11 Contractor shall always provide a Job Site Superintendent when personnel are on site. The superintendent will inspect the quality of work performed and certify regulation/code compliance of the installation.

9.1.12 Contractor is responsible for the action and conduct of their employees and subcontractors.

9.1.13 Contractor is responsible for all damages to property caused by themselves and their subcontractors.

9.1.14 The Contractor shall develop a substantially detailed plan and schedule (P&S) for performing all work associated with this contract. P&S shall be developed and outlined in such a way to show knowledge of the details of the scope of work associated with this contract.

9.1.15 The P&S shall show the Gantt chart form showing the associated activities/tasks using Microsoft Project scheduling software.

9.1.16 P&S shall include: ALL activities along with the Gantt chart showing the total construction time and the relationships between all the the individual activities necessary to complete the project. The activities shall be logically linked using the critical path method. The schedule shall be in sufficient detail as to ensure coordination between GSA & other building tenants and the Contractor.

9.1.17 Individual bars shall be used to represent each activity such as mobilization, R7 PDD CONSTRUCTION SOW Jan 24 4

Administration

Public Buildings Service Greater Southwest Region submittals, materials and equipment procurement and demobilization. Every element and step of work must be captured as an activity line item. Each activity shall identify the start date, finish date, duration, remaining duration, and total float in workdays. Failure to include an element of work on the P&S shall not excuse the Contractor from completing all work required by this contract.

9.1.18 The P&S shall show the Gantt chart form showing the associated activities/tasks using Microsoft Project scheduling software.

9.1.19 Original Duration and Remaining Duration - The remaining duration shall be the actual time in workdays to complete the activity. Remaining duration shall not be automatically computed based on the percent complete of the activity.

9.1.20 The following milestones and activities are of particular interest to GSA and required and shall be reflected in the P&S (if applicable to the project). The schedule shall not be limited to these activities.

● Notice Of Award

● Separate activity for each NTPs for each subproject

● Obtain security clearances, bonding, permits, etc.

● Submittal Preparation/Development

● Provide Submittal

● Submittal Reviews and Approval

● Each Construction Phase Notice to Proceed Issued

● Preparatory Meetings for each phase/NTP foreach Subproject

● Delivery of equipment and materials

● Delivery of government furnished equipment

● Test, balance and adjustment of systems and equipment

● Project Acceptance

● Clean sites and buildings

● Project Closeout

● Demobilize

9.1.21 Construction Daily Logs/Reports (Attachment 7) and Daily Toolbox meetings MUST be completed and conducted every day that work is being performed. The Daily log must be submitted to the PM/COR daily by the Site Superintendent. Daily Supervision Required

9.1.22 Daily clean up - All workspace, staging areas, areas used for moving materials, trash, tools, etc. are to be kept clean at all times. All trash from the day’s work is to be removed and work site clean and orderly.

9.1.23 Protection - Contractor is responsible for protection of existing finishes, utilities, etc.

in the facility, and must maintain a separation of work area from adjacent spaces.

Site is to be secured at end of day. Contactor shall be responsible for the security of the work site.

9.1.24 Agency security/access requirements - contact the GSA PM for agency specific requirements.

9.1.25 Abatement – N/A

9.1.26 Progress Meetings/Calls - Contactor shall be responsible for providing an updated agenda, RFI and Submittal Log no later than 24 hours before the Progress Call or Meeting and shall provide Minutes no later than 48 hours after the Progress Call or Meeting. Agenda content and Log format shall be reviewed and approved by the PM. Progress Meetings shall be held no less than on a monthly basis.

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Public Buildings Service Greater Southwest Region

10. Options: An option provides an amount proposed by the Contractor and stated on the Proposal Form for certain work that may be added by the Government to the project Work within a specific time after award of the task order. The amount for an option shall be the net total addition (or deduction) to the task order price to incorporate the option work into the project Work.

Option work shall include miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation, whether or not mentioned as part of the option description.

10.1 Selection: An option must be accepted by the Government within 180 calendar days after award of the task order in order to be included in the project Work. Each option must be accepted by the Government within the time stated in order to be included in the project Work

10.2 Notification: If an option is accepted, the Contractor shall immediately notify each party involved, in writing.

10.3 Coordination: The Contractor shall adjust affected adjacent work as necessary to completely and fully integrate the accepted option work into the project Work.

10.4 Evaluation: Except when it is determined in accordance with GSAM 536.270-5(a) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement.

Evaluation of options will not obligate the Government to exercise the option(s).

10.5 Option #1 - Include an option for two (2) USMS Elevators as per specifications 14240 (Attachment 5).

10.6 Option #2 - Include an option for two (2) Judge’s Elevators as per specifications 14210 (Attachment 6).

11. Liquidated Damages: If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $128.00 for each calendar day of delay until the work is completed or accepted.

12. Sustainability:

12.1 Green Purchasing: See P-100

12.2 Waste Diversion: Fourteen days from Notice to Proceed, the Contractor shall submit to the Project Manager an updated Non-Hazardous Solid Waste Management Plan (Attachment 1: Project Waste Management Plan), to include (not limited to):

12.2.1 List of materials Contractor will reuse.

12.2.2 List of materials the Contractor will donate and name and address of donation recipient.

12.2.3 List of materials the Contractor will recycle and the name and address of the recycler. If Contractor receives recycling revenue, Contractor shall keep revenue and provide receipt for GSA for reference.

12.2.4 Name and location of solid waste landfill for non-diverted material.

13. Other Requirements:

13.1 Purchase of Equipment

13.2 Building Specific Requirements

13.2.1 Parking: Parking shall be coordinated with GSA Property Manager

13.2.2 Building Specific Access Requirements Shall be coordinated with GSA Property

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Manager

13.2.3 After-Hours Coordination: Shall be coordinated with GSA Property Manager & Security

13.2.4 Loading Dock Use (During Duty & After-Hours): Use to be confirmed by GSA Property Manager

13.2.5 Common Area Cleaning: Shall be performed on a daily basis

13.2.6 Utility Outages: Must be coordinated with GSA PM at least 7 days in advance

13.2.7 Hot Work Permits: Must be approved at least 72 hours in advance of work

13.2.8 Key Control: To be determined by the GSA Property Manager

14. Submittals:

14.1 Contractor Licenses

14.2 Submittal Log - List of Submittals

14.3 Critical Path Method Gantt Schedule that accounts for potential impacts.

14.4 Waste Diversion Submittal: Preconstruction

14.5 Waste Diversion Submittal: Post Construction

14.6 Green Purchasing items

14.7 Phased Site Layout Plan

14.8 Material Safety Data Sheet(s) (MSDS)

14.9 Finish Schedule

14.10 Safety Plan

14.11 Pre-Construction submittals:

14.11.1 Submit for approval four samples of all finishes, car floor materials, operation, and signal system fixtures, hoistway entrance and door materials, sills, protection pads, and light fixture lenses

14.11.2 Written Project Schedule

14.11.3 Shop Drawings

14.11.4 Waste Diversion Plan

14.11.5 Construction Method Statement

14.12 Post-Construction Submittals:

14.12.1 As Built Drawings

14.12.2 Three (3) sets of operating and maintenance manuals shall be furnished in bound form. Manuals shall include:

14.12.2.1 Description of the elevator system’s method of operation and control including the functions of signals, door devices and other specified features.

14.12.2.2 Written instructions for the adjustment and care of the equipment.

14.12.2.3 Replacement parts list with part numbers

14.12.2.4 Type of lubricant required for each lubricated part

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14.12.2.5 Complete set of as-built wiring diagrams.

14.12.2.6 The identification label for each manual shall include the subject, building name and location, government contract number and the specified elevator numbers to which the manual applies.

14.12.2.7 One set of manuals shall be provided in the tool cabinet in the elevator machine room unless otherwise directed. The two additional sets shall be delivered to the Contractor Officer’s Technical Representative. Also, one copy of each on USB Flash Drive.

15. Attachments:

15.1 Attachment 1: Project Waste Management Plan

15.2 Attachment 2: Bid Schedule Template

15.3 Attachment 3: Construction Daily Report Log

15.4 Attachment 4: Section 14210 Electric Elevators

15.5 Attachment 5: OPTION 1 / USMS

15.6 Attachment 6: OPTION 2 / USDC

16. Closeout Plan:

16.1 Final Punch list complete

16.2 Project close out meeting with Construction Contractor: A meeting to review all project close out documents to ensure receipt and confirm GSA Property Management acceptance of the project as well as a review of lessons learned.

16.3 Customer Acceptance

16.4 As Built drawings and specifications Red Line Drawings

16.5 Close Out Documents

16.5.1 O&M Manuals, Warranty, Certified payrolls and Release of Claims, Waste Diversion documentation

16.5.2 Contractor shall provide a complete commissioning report to GSA PM with completed close out documents once the unit is fully functional. All adjustments to the systems shall be in accordance with manufacturer's specifications

16.6 Close out/ Final Completion Meeting

16.7 All Government Furnished Equipment and Property returned including, but not limited to:

GSA PIV cards, Building keys, Government IT equipment, etc.

16.8 SBU/CUI Documentation - Reference Paragraph III.N in base contract

16.8.1 Provide list of all entities to which SBU/CUI is disseminated

16.8.2 Provide notification SBU/CUI has been returned or destroyed

16.9 Final Payment - CO may withhold payment until all Closeout items are received.

END OF SOW

Waste Diversion Plan (Anticipated):

Waste Diversion Report (Final) :

The general info in these gray cells replicates onto the Report tabs.

Project Name:

ECC (estimated construction cost):

Project Manager: ePM/ePMX Project # :

Project Short Description: PM email or phone: gBUILD Project # :

Building Number:

Service Center / Field

Office:

Budget Activity: (list all applicable) RWA # :

Reuse* Recycle or Compost

Donation

Asphalt 0 0 0 n/a

Brick, Masonry, and Tile 0 0 0 n/a

Cardboard 0 0 0 n/a

Carpet, including Padding 0 0 0 n/a

Ceiling tile 0 0 0 n/a

Concrete 0 0 0 n/a

Drywall/ sheetrock (unpainted) 0 0 0 n/a

Metals 0 0 0 n/a

Painted wood, drywall, or plywood 0 0 0 n/a

Reusable items 0 0 0 n/a

Roofing 0 0 0 n/a

Soil, Rock, Land Clearing Debris 0 0 0 n/a

Wood (unpainted) 0 0 0 n/a

Other: ____________________ 0 0 0 n/a

Other: ____________________ 0 0 0 n/a

Other: ____________________ 0 0 0 n/a

0 0 0 n/a

Reuse is encouraged. Please list any items such as cabinets, doors, shelves, bricks, framing lumber, siding, fill material, misc. millwork, etc. planned for reuse.

Reuse Onsite

Volume-to-Weight Conversion Factor Reference Table

*Only non-hazardous materials need to be included in this document. C&D mandates governing GSA exclude hazardous materials such as asbestos or lead-containing paint.

**At substantial completion, the final number of (a) diverted tons, and (b) total non-hazardous C&D material tons must be reported via the ePMXpress Project Detail tab. ePMXpress powers GSA's tracking metrics.

Material* (see weight conversion factors below)

50%

50%

50%

50%

Reuse Offsite

50%

50%

50%

50%

50%

50%

50%

50%

50%

50%

Total**:

Item

50%

50%

Asphalt or composite roof shingles: 1 cubic yard = 731 lbs

If a hauler reports materials by volume, this table enables conversion to weight, for reporting actual diversion and disposal.

Asphalt paving: 1 cubic yard = 773 lbs

Rock, crushed: 1 cubic yard = 2,570 lbsCeramic tile, scrap, loose: 1 cubic yard = 1,214 lbs

Dirt or sand: 1 cubic yard = 929 lbs

Fiberglass insulation, loose: 1 cubic yard = 17 lbs

Concrete: 1 cubic yard = 860 lbs Wood: 1 cubic yard = 169 lbs

Brick, laid flat: 1 flat square foot = 20 lbs

Brick, loose: 1 cubic yard = 3,200 lbs. (1 cubic foot = 120 lbs) Sheetrock (drywall), loose: 1 cubic yard = 393.5 lbs

Mixed (composite) C&D material: 1 cubic yard = 417 lbs

Actual Waste Diversion Report To be submitted during Project Close-Out

(Reports tab figures auto-populate this green section)

Landfilled (lbs) Total C&D material weight (Diverted +

Landfilled) (lbs)

Diversion Rate

Anticipated Waste Diversion Plan To be filled out and submitted Pre-Construction, with final Construction Documents

(PM or contractor populates this pink section)

Target Diversion Rate for each material, by weight

(Change to actual target(s) as needed) Diverted (lbs)

Diversion Method

Submittal Type:Project Waste Management Plan

Off-Site Recipient or Salvage/ Deconstruction Company

Attachment 1

PREPARED BY:

PROPOSAL SUMMARY

Project Number and Name:

Building Number and Name:

RFP Number:

DIVISION DESCRIPTION MATERIAL LABOR EQUIPMENT TOTAL

Division 02 Existing Conditions -$ -$ -$ -$

Division 03 Concrete -$ -$ -$ -$

Division 04 Masonry -$ -$ -$ -$

Division 05 Metals -$ -$ -$ -$

Division 06 Wood, Plastics and Composites -$ -$ -$ -$

Division 07 Thermal and Moisture Protection -$ -$ -$ -$

Division 08 Openings -$ -$ -$ -$

Division 09 Finishes -$ -$ -$ -$

Division 10 Specialties -$ -$ -$ -$

Division 11 Equipment -$ -$ -$ -$

Division 12 Furnishings -$ -$ -$ -$

Division 13 Special Construction -$ -$ -$ -$

Division 14 Conveying Equipment -$ -$ -$ -$

Division 21 Fire Suppression -$ -$ -$ -$

Division 22 Plumbing -$ -$ -$ -$

Division 23 Heating, Ventilation and Air Conditioning -$ -$ -$ -$

Division 25 Integrated Automation -$ -$ -$ -$

Division 26 Electrical -$ -$ -$ -$

Division 27 Communications -$ -$ -$ -$

Division 28 Electronic Safety and Security -$ -$ -$ -$

Division 31 Earthwork -$ -$ -$ -$

Division 32 Exterior Improvements -$ -$ -$ -$

Division 33 Utilities -$ -$ -$ -$

Subtotal -$ -$ -$ -$

Division 1 General Requirements -$ -$ -$ -$

Division 1 General Conditions -$ -$ -$ -$

Subtotal -$ -$ -$ -$

Subtotal -$

Overhead 0.00% -$

Subtotal -$

Profit 0.00% -$

Subtotal -$

Bonds 0.00% -$

Subtotal -$

Gross Receipts Tax 0.0000% -$

TOTAL -$

ENTER COMPANY NAME HERE

DerekPDuvic Typewriter

Attachment 2: Bid Schedule Template

Project Number and Name:

Building Number and Name:

RFP Number:

WORK ITEM DESCRIPTION MANHOURS RATE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL

Enter Relevant Tasks Below

TOTAL -$ -$ -$ -$

LABOR

ENTER COMPANY NAME HERE

MATERIAL EQUIPMENT

QTY UNIT TOTAL

Attachment 3

CONSTRUCTION DAILY REPORT/LOG

Construction Daily Log Date:

Contract Number: Title & Location: Report Number:

Contractor: Superintendent:

AM Weather: PM Weather: Max Temp (F): Min Temp (F):

Work Performed Today

Schedule Activity #

Work Location & Description Employer Number Trade Hrs

Job Safety Was Job Safety/Toolbox Mtg held this Date? (If yes attach copy of the mtg minutes)

Yes No Total Work Hrs on Job site, this date, include con’t sheets

Were there any lost time accidents this date?

Yes No

Was Crane/Manlift/Trenching/Scaffold/HV ELEC/High Work/Hazmat Work Done?

Yes No Cum total of work hrs from previous report

Superintendent on site: Yes No

Was Hazardous Material/Waste Released into the environment? (If yes attach description of incident and proposed action)

Yes No QC Manager on site: Yes No

Safety Manager on site: Yes No

Schedule Activity #

List Safety Actions Taken Today/Safety Inspections Conducted

Safety Req’ts have been met

Yes No

Attachment 3

Equipment/material received today to be incorporated in job (indicate schedule activity number)

Schedule Activity #

Submittal # Description of Equipment/Material Received

Construction and plant equipment on the job site today. Indicate hours used and schedule activity number.

Schedule Activity #

Owner Description of construction equipment used today (include make and model)

Schedule Activity #

Remarks/Other Information

Signature (Contractor/Superintendent & Company Name): Date:

US COURTHOUSE RLA

LAFAYETTE, LA LA0099ZZ

ELECTRIC ELEVATORS 14210 - TABLE OF CONTENTS 1

SECTION 14210

ELECTRIC ELEVATORS

TABLE OF CONTENTS

1. GENERAL: -------------------------------------------------- 1

2. RELATED WORK: --------------------------------------------- 3

3. STANDARD REFERENCES: -------------------------------------- 4

4. QUALIFICATIONS: -------------------------------------------- 4

5. SHOP DRAWINGS --------------------------------------------- 5

6. SAMPLES --------------------------------------------------- 7

7. MANUALS --------------------------------------------------- 7

8. WARRANTY AND GUARANTEE ---------------------------------- 8

9. MAINTENANCE ---------------------------------------------- 8

10. INSTRUCTIONS ---------------------------------------------- 9

11. POWER SUPPLY --------------------------------------------- 10

12. CAPACITY, SPEED, TRAVEL, PLATFORM SIZE --------------------- 10

13. ELECTRIC FEEDERS AND WIRING ------------------------------ 10

14. ACCESSORIES ---------------------------------------------- 12

15. PAINTING AND FINISHING ------------------------------------ 14

Attachment 4

ELEVATOR REPAIRS

US COURTHOUSE ELEVATOR REPAIRS RLA

ELECTRIC ELEVATORS 14210 - TABLE OF CONTENTS 2

16. MACHINE BEAMS AND OTHER SUPPORT STEEL ------------------- 14

17. GEARED MACHINE ------------------------------------------ 15

18. CONTROLLER ---------------------------------------------- 16

19. SOLID STATE MOTOR DRIVE (SCR DRIVE) ------------------------ 17

20. CAR LIGHTING AND FAN CONTROL ----------------------------- 18

21. GROUP AUTOMATIC OPERATION ------------------------------ 18

22. MICROPROCESSOR GROUP SUPERVISORY CONTROL -------------- 20

25. EMERGENCY POWER OPERATION ------------------------------ 24

26. GROUP CAR CONTROL FUNCTIONS ----------------------------- 24

27. INDIVIDUAL CAR CONTROLLER ------------------------------- 27

28. COMPUTING ENVIRONMENT ---------------------------------- 28

29. GUIDE RAILS ----------------------------------------------- 28

30. SAFETY AND GOVERNOR ------------------------------------- 29

31. HOISTING AND GOVERNOR ROPES ----------------------------- 30

32. COUNTERWEIGHT ------------------------------------------- 31

33. CAR AND COUNTERWEIGHT BUFFERS -------------------------- 31

35. TERMINAL STOPPING DEVICES -------------------------------- 31

36. ROLLER GUIDE ASSEMBLIES ---------------------------------- 31

ELECTRIC ELEVATORS 14210 - TABLE OF CONTENTS 3

37. CAR FRAME AND PLATFORM ---------------------------------- 32

38. ELEVATOR CARS -------------------------------------------- 32

39. FINISH OF CAR FIXTURES ------------------------------------- 35

40. EMERGENCY CAR LIGHTING ---------------------------------- 35

41. TELEPHONE ------------------------------------------------ 36

42. CERTIFICATE FRAME ---------------------------------------- 37

43. WALL PROTECTION PADS ------------------------------------- 37

44. SIGNAL SYSTEM -------------------------------------------- 38

46. EMERGENCY RECALL OPERATION ----------------------------- 39

47. SMOKE DETECTORS AND ANNUNCIATORS ----------------------- 40

48. PASSENGER ELEVATOR HOISTWAY ENTRANCES ------------------ 41

49. DOOR OPERATORS ------------------------------------------ 44

50. INTERLOCKS AND CONTACTS --------------------------------- 44

50. INDEPENDENT SERVICE -------------------------------------- 45

52. TESTS ----------------------------------------------------- 45

ELECTRIC ELEVATORS 14210 - 1

SECTION 14210

ELECTRIC ELEVATORS

Passenger Elevator Nos. 1-3

Service Elevator No. 8

1. GENERAL:

1.1 This section of the specification includes the furnishing of all material and performance of all work required for the removal of existing elevator equipment and installation of new equipment to provide three (3) geared traction passenger elevators and one (1) geared traction service elevator. The passenger elevators are arranged in one group.

1.2 No more than one elevator shall be taken out of service during the normal working hours of the building to perform this work. Any noisy or disruptive work will be performed after the normal working hours of the facility. Include all after hours work within the proposal.

1.3 Equipment to be reused: The following existing equipment may be reused with certain repairs, modifications, or adjustments as hereinafter specified:

A. Machine Room:

1. Machine Beams.

2. Geared Machines (New AC Motors)

3. Car frame, platform, Cab shell.

B. Hoistway:

1. Main and counterweight rails.

2. Hoistway entrance sills, headers, and fascias.

3. Counterweight frames and counterweights.

C. All other components of the elevator system shall be installed new, whether specifically mentioned in the specifications, to provide four (4) complete elevator units.

1.4 All parts of the elevator equipment shall be of such design, size, and material as to satisfactorily function under all conditions of loading and operation with specified rated load and rated speed range. All parts shall be built to standard dimensions, tolerances, and clearances so that similar parts of similar machines and devices are completely interchangeable. The mechanical fastenings used throughout the equipment on parts subject to wear and requiring replacement shall be key and seat, nut, screw, or other removable and replaceable type not requiring physical deformation or field positioning. The use of rivets or similar devices will not be accepted as mechanical fastenings for such parts.

ELECTRIC ELEVATORS 14210 - 2

1.5 The major elevator components shall be the products of one manufacturer of established reputation, except they may be the products, either wholly or in part, of another manufacturer of established reputation provided such items are engineered and produced under coordinated specifications. Also, the major components to be furnished shall be of a make or makes that have performed satisfactorily together under conditions of normal use in not less than two other elevator installations of equal or greater capacity and speed for a period of at least one year. Prior to award, the names and addresses of the buildings and the names of the owners or managers thereof, in which the proposed combination of major components has so performed, shall be furnished.

A. The term "major elevator components" as mentioned above shall mean such items as an elevator hoisting machine, motor drive, controller, selector, and group supervisory control equipment.

1.6 Equipment in the elevator machine room shall be so arranged that such items as rotating elements and sheaves can be removed for repairs or replacement, either by trolley hoist and dolly, or other conventional means, without dismantling or removing other equipment components in the machine room.

1.7 Adequate workspace for maintenance and repair operations shall be provided around the elevator equipment in machine room with clear passage to any access or trap doors.

1.8 Where practical, elevator controllers shall be located near, and in the same positions relative to the driving machines they control. The driving machine shall be visible from its controller.

1.9 Trolley beams shall not be utilized as the normal support of elevator equipment such as sheaves for selector cable.

1.10 Elevator data requirements listed below shall be obtained from either the project drawings or within this specification:

A. Elevator Data:

1. Elevator rated load lifting capacity in pounds.

2. Elevator car rated speed in feet per minute.

3. Car travel in feet.

4. Number of landings.

5. Number of openings.

6. Platform size.

7. Class of service, i.e., passenger or freight.

8. Type of machine, i.e., geared or gearless.

9. Type of control, i.e., rheostatic, generator field, or static (3vf Drive).

ELECTRIC ELEVATORS 14210 - 3

10. Type of operation, i.e., two stop single car selective collective, two car selective collective or group automatic.

11. Type of design of passenger car.

12. Type of hoistway doors.

13. Type of hoistway door operation.

14. Type of car door or gate.

15. Type of car door or gate operation.

16. Type of signal system.

17. Characteristics of power supply.

18. Finishes.

1.11 The elevator system shall consist of:

A. Three (3) geared electric passenger elevators operating in one group.

B. One (1) geared electric service elevator.

2. RELATED WORK:

2.1 The following related work is included in this section and other sections of the specification and shall be the responsibility of the Elevator Contractor:

A. Elevator hoistways and their enclosures and venting, pit spaces, enclosed machine rooms, trolley beams.

B. Temporary guards at all hoistway openings as required under "Accident

Prevention" clause of the General Conditions.

C. Bevel all ledges and platforms between the hoistways at each landing to not less than 75 degrees.

D. Provide Elevator machine room energy efficient lighting and 110 GFCI outlets, energy efficient pit lighting and 110 GFCI outlets, and energy efficient hoistway lighting circuits. Pit lighting switch shall be accessible from access door.

E. Provide pans under roof drains. (As needed)

F. Remove sprinklers and heat detectors from the hoistways and machine rooms.

Remove all sprinkler piping from machine room.

G. Provide all car top guardrails as required.

H. Provide HVAC for machine rooms as needed.

I. Provide hoistway venting.

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3. STANDARD REFERENCES:

3.1 Unless as modified herein or otherwise distinctly specified, all elevator material, design, clearances, definitions, construction, workmanship and tests shall conform to the requirements of the American National Standard Safety Code for Elevators, and, Escalators, (ANSI A17.1-2019) or latest edition, including errata, interpretations and revisions and hereinafter referred to as the A17.1 Code.

3.2 Wherever Federal Specifications, Codes, Standard Details and other standards are referenced, latest editions and amendments shall apply in accordance with the clause entitled "Standard References: in the General Conditions.

3.3 References to the NEC are to the 2020 National Electrical Code (ANSI C1) or latest edition. All electrical work specified in the A17.1 Code shall be done in accordance with the 2020 NEC.

3.4 References to UL standards are to standards of Underwriters Laboratories, Inc.

3.5 References to NEMA are to Standards of the National Electrical Manufacturers Association.

3.6 Referring to the requirements of clause entitled "Building Codes, Fees and Charges" in the General Conditions the work shall also comply with the applicable State and local Code requirements or regulations except the requirements of the A17.1 Code shall govern in the event of a conflict.

3.7 References to Handicap Provisions are to "Uniform Federal Accessibility Standard" (UFAS) and the "Americans with Disabilities Act Accessibility Guidelines" (ADAAG). In case of conflicts in the requirements, the most stringent requirements shall be required.

4. QUALIFICATIONS:

4.1 The bidder shall have had at least five years successful experience in installing and warranty servicing the manufacturer's elevators.

4.2 The prime contractor must perform a minimum of 90% of the total elevator work. Subcontractors may include fire alarm, electrical, etc.

4.3 The names, addresses, experience, and a statement of the work to be performed by each subcontractor will be used for performance of minor portions of the installation of elevators, shall also be submitted promptly upon request by the Government.

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5. SHOP DRAWINGS:

5.1 Shop drawings shall be submitted in accordance with the "General Conditions" and "Special Conditions" sections.

5.2 Shop drawings shall include the following details as applicable to the systems specified:

A. Full dimension layout in plan and elevation showing the arrangement of equipment and all pertinent details of each elevator unit specified including:

1. Driving machine, controller, selector, motor generator, static motor drive unit, governor and other components located in machine room.

2. Car, counterweight, sheaves, supporting beams, guide rails, buffers, car and counterweight guide shoes, and other components located in hoistway.

3. Rail bracket spacing and maximum vertical forces on guide rails in accordance with the A17.1 Code.

4. Reactions at points of support.

5. Weights of principal parts.

6. Top and bottom clearance and over travel of car and counterweight.

7. Location of circuit breaker, switchboard panel or disconnect switch, light switch and feeder termination at controller.

8. Location of outlets for connection of traveling cables for car light and

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telephone.

9. Location of hoistway access switches.

B. Hoistway entrances and doors showing their method of operation, details of construction; and method of fastening to the structural members of the building.

C. Car designs specified, showing details of construction, fastenings to platform, car lighting, ventilation, location of all car equipment, handrails, and emergency exits including electric contacts and method of hinging and locking.

D. Details of all signal and operating fixtures including hoistway access switches.

E. Details of sound and vibration isolation units for generator sets, if used.

F. Details of roller guide assemblies.

G. Details of sill sections and supports.

H. Details of selection, recall, and emergency operation switches including wiring diagrams.

I. Other drawings required or hereinafter specified.

5.3 The name of manufacturer, type or style designation, and the additional information called for below shall be listed on the shop drawings for each of the following:

A. Driving machine.

B. Driving machine motor including hp and rpm.

C. Elevator controller.

D. Group supervisory system controller.

E. Indicator panel.

F. Car safety including maximum rated load and speed.

G. Governor.

H. Power door operator.

I. Door interlocks and electrical contacts.

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J. Buffers including stroke, certified maximum and minimum loads and maximum striking speed.

K. Car ventilation blower including c.f.m. and hp ratings.

L. Car emergency lighting.

M. Static motor drive unit.

6. SAMPLES:

6.1 Referring to the "Sample" requirements of the General Conditions, submit for approval, four samples of all finishes, car floor materials, operating and signal system fixtures, hoistway entrance and door materials, sills, protection pads, and light fixture lenses.

7. MANUALS:

7.1 Three (3) sets of operating and maintenance manuals shall be furnished in bound form. Manuals shall include:

A. Description of the elevator system's method of operation and control including the functions of signals, door devices and other specified features.

B. Written instructions for the adjustment and care of the equipment.

C. Replacement parts list with part numbers.

D. Type of lubricant required for each lubricated part.

E. Complete set of as-built wiring diagrams.

7.2 The identification label for each manual shall include the subject, building name and location, government contract number and the specific elevator numbers to which the manual applies.

7.3 One set of manuals shall be provided in tool cabinet in elevator machine room unless otherwise directed. The two additional sets shall be delivered to the Contracting Officer's Representative.

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8. WARRANTY AND GUARANTEE:

8.1 All work under this section shall be subject to the terms specified under "Guarantees" in the General Conditions and the guarantee period for an elevator unit shall be one year after the date the final elevator is placed in normal use by the Government.

8.2 Warranty Service

A. Definition:

For purposes of this contract, “warranty service” means service provided by the contractor, at no additional cost or expense to GSA, to the elevator system following completion and acceptance by GSA of the modernization work. The service includes work or replacement parts, or both, required to be provided by the contractor to make necessary adjustments and repairs to any equipment that was installed by the contractor under the contract. The term of the warranty service period will commence for each elevator included in the contract upon the completion and acceptance by GSA of the work for the first elevator and will terminate 12 months after completion and acceptance by GSA of the final elevator under the contract.

B. Services Provided:

Warranty service includes all necessary adjustments and repairs on equipment that was installed by the contractor under the contract. The warranty service must be performed by trained employees of the contractor during the regular working hours of the building or at such other time as mutually agreed upon by GSA and the contractor. All personnel requiring access to the building must obtain a security credential that authorizes building access and must register with the proper Government authority upon entering and leaving the building.

The warranty service consists of, at a minimum, monthly inspections of the installation or more frequently if requested by GSA in the event of any equipment malfunction, and includes the necessary adjustments, repairs, cleaning, lubrication, and supply and replacement of any parts installed to keep the equipment in proper operating condition.

The contractor must provide emergency call-back service by promptly responding to all requests from the Building Manager or the Building Manager’s authorized representative to restore elevator service if a shutdown or other malfunction should occur in connection with any equipment that was installed under the contract. The contractor must respond to all emergency call-back requests within one hour or less.

The contractor must immediately notify the Contracting Officer, in writing, if the necessary adjustments and repairs are beyond the scope of the warranty service and provide the Contracting Officer with a written estimate of the cost to make the necessary repairs. The cost estimate must be broken out in detail, including labor, material and equipment. The Contracting Officer reserves the right to make the final determination as to whether the necessary adjustments and repairs are beyond the scope of the warranty.

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9. MAINTENANCE: N/A

10. INSTRUCTIONS:

10.1 The instruction period for Government employees shall be not less than one (1) eight hour day for the work under this section. Manual and wiring diagram instructions given in elevator machine room will be considered the equivalent to classroom instructions.

10.2 Submit outline of instructions to be given, one (1) month prior to the Instruction Period, for approval.

10.3 Instructions shall be completed before the warranty and maintenance period expires.

A. If the instructions have not been completed prior to the termination of the maintenance period, that period shall be extended as a part of the contractual requirements until the instruction requirements have been satisfied.

10.4 Provide, without additional expense to the Government, competent instructors to train employees of the Government, in the care, adjustment and operation and sequence functioning of the operation and the control system. Instruction shall be given during regular working hours and take place at the job site. The instruction shall be by qualified, factory trained engineering representatives possessing complete knowledge of the care, adjustment and operation of the elevator system.

A. Approximately half of the time shall be used for classroom instructions. All other time shall be used for instruction at the equipment. Where significant changes or modifications in equipment are made under the terms of the guarantee, additional instruction shall be provided as may be necessary to acquaint the operating personnel of the changes or modifications.

B. Three copies of an operating and maintenance manual, prepared by the contractor, shall be utilized by the contractor for instruction purposes. After completion of all instructions, the three copies of the manual shall be turned over to the Building Manager.

C. Three sets of as-built wiring diagrams with a complete description of operating sequences shall be furnished and delivered to the Construction Engineer fifteen (15) days prior to the start of the instructions, for use of the instructors.

D. The time and place of the instructions shall be coordinated with the Building Manager.

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11. POWER SUPPLY:

11.1 The power available is 3 phase, 60 hertz, 480 volts alternating current for elevator power and single-phase, 60 hertz 120 volts alternating current for elevator car lighting.

11.2 Before any electrical equipment is manufactured or purchased, the characteristics available for elevator power and lighting shall be verified. Where characteristics are different from those specified above, the equipment shall be furnished for the power as verified by the contractor.

11.3 Failure to verify the power supply shall not relieve responsibility for the satisfactory operation of the equipment.

11.4 Controls shall have provisions for sequential return of all elevators and operation elevators on Emergency Power.

12. CAPACITY, SPEED, TRAVEL, PLATFORM SIZE:

12.1 The elevators shall have a capacity to lift the rated load at the rated speed in feet per minute, specified in the following schedule. The rated load shall be exclusive of the weight of the complete car and cables. The travel, terminal floors, number of stops and openings and the over-all car platform size given in the schedule shall be verified with requirements indicated on the drawings.

ELEVATOR SCHEDULE

RATED RATED OVERALL

ELEVATOR LOAD SPEED TERMINAL NO. OF NO. OF PLATFORM SIZE

NUMBER LBS. F.P.M. FLOORS STOPS OPENINGS WIDTH X DEPTH

1 3500 350 1-4 4 4 RETAIN EXISTING

2 3500 350 1-5 5 5 RETAIN EXISTING

3 3500 350 1-4 4 4 RETAIN EXISTING

8 5000 200 1-5 5 5 RETAIN EXISTING

13. ELECTRIC FEEDERS AND WIRING:

13.1 Provide new electric disconnect switches in both machine rooms for elevator power supply for all elevators rated for the new VVVF-AC drive system and new controls.

13.2 Provide new disconnects for the existing 110 Volt A.C. power supply for car light

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circuits for all elevators. New disconnects shall be labeled, located in the machine room, and lockable in the off position

13.3 Provide new LED light fixtures with guards in the elevator machine rooms. Provide all hoistways with LED fixtures with a labeled, lockable disconnect in the machine room. LEDs in the hoistway shall be located at each landing.

Conduits and fittings shall be in accordance with the following Federal Specifications:

A. Threaded steel conduit WW-C-581E

B. Electrical metallic tubing (EMT) WW-C-563A

C. Flexible metal conduit WW-C-566C

D. Fittings for cable and flexible conduit W-F-406B

E. Fittings for conduit W-F-408C

13.4 Couplings and connectors for EMT shall be steel or malleable iron, shall be "Concretetight" or "Raintight", and shall be of either the gland and ring compression type or the stainless steel multiple point locking type. All connectors shall have insulated throats. Fittings using set screws or indentations as a means of attachment shall not be used.

13.5 All conduit connecting the various items of elevator equipment in the elevator machine room shall be run concealed where practicable. Metal wireways and auxiliary gutters shall be run exposed in readily accessible locations. All raceways embedded in concrete shall be rigid or intermediate steel conduit. At all other locations any of the other types of raceways specified may be used subject to conditions, specified. Raceway fittings shall provide conductor passageways free from burrs, shoulders or other projections which will reduce internal passage area or cause abrasion of conductors being pulled through.

13.6 All conductors to the car shall consist of flexible traveling elevator cables, conforming with the requirements of the NEC. Cables shall be run from the car junction box to a machine room junction box and from these boxes, conductors shall be run to various required locations. Each traveling cable conductor shall have a distinctive color code for identification of the individual conductors. Each traveling cable shall have at least 20 percent spare conductors. Junction boxes shall contain approved terminal blocks for connection of conductors. Terminal blocks shall have indelible identification numbers for each terminal connection. All connections to terminal blocks shall be made with pressure wire connectors.

A. Traveling cables shall be so suspended, anchored and run that the strain on

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individual cable conductors will be reduced to a minimum and connections to terminal blocks will be free from all strain. The outer cable covering must remain intact between junction boxes and abrupt bending of cable producing distortion of cable will not be permitted. If, due to sway or change in relative position of traveling cables, complete freedom from contact with the hoistway construction cannot be avoided, suitable shields or pads shall be provided wherever necessary to prevent chafing or damage to the cables.

B. Traveling cables shall include not less than 10% spares and six (6) spare shielded pairs.

13.7 Furnish and install all wires and cables necessary for the proper connection and operation of all equipment installed under the elevator contract. All conductors shall be in accordance with NEC requirements. The conductor size shall be such that the maximum current carried will not exceed limits prescribed by the NEC.

A. Unless otherwise specified, conductors exclusive of traveling cables, shall be annealed copper with 60o Centigrade or better insulation and shall be in accordance with Federal Specification J-C-30A. Single and multiple conductor cables shall have color coding or other suitable identification for each conductor. Unless otherwise specified, no joints or splices shall be permitted in wiring except at outlets. Tap connectors may be used in wireways provided they meet all NEC requirements. Installation of conductors in raceways shall conform to the NEC.

13.8 All conductors used for external wiring between the various items of elevator equipment shall be connected to terminal blocks which meet UL Standard 1059 (1975). Crimp-type connectors shall be applied with an appropriate setting tool to ends of all size No. 10 or smaller external wires.

14. ACCESSORIES:

14.1 Three sets each of complete, legible field wiring diagrams, including single line diagrams showing all electrical circuits shall be furnished. All symbols shall be listed corresponding to the identity or markings on machine room and hoistway apparatus of the systems specified. One set of diagrams shall be coated with laminated plastic, or other approved covering, suitably bound and placed in the machine room where directed. Each of the two remaining sets shall be neatly bound and delivered to the Contracting Officers Representative. The diagrams shall be revised to include all field modifications.

14.2 A complete set of tools necessary for making all system adjustments shall be furnished for each elevator machine room and delivered to the Construction Engineer. (A metal tool cabinet having two shelves and a hinged door shall be provided in each elevator machine room. Cabinet size shall be not less than 48

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inches high, 18 inches wide and 14 inches deep.)

14.3 Include an adjuster's level service tool or terminal with complete written installation manuals, service manuals, adjustment information and instructions for performing systems adjustments, special and emergency functions, diagnostic trouble shooting, and systems testing as required by ANSI A17.1 code. The service tool shall become the property of GSA, and if the device requires reprogramming it shall be performed at no additional cost to the government for the life of the equipment.

14.4 Cylinder locks shall have a bronze cylinder with not less than five pin tumblers or shall have not less than a…