1583705_Final Specifications w attch.pdf

600 Maryland Avenue, S.W. USPS Mail: OPDC Capital Gallery Suite 5001 MRC 511 Washington, D.C. 20024 P.O. Box 37012 Voice: 202.633.6230 Fax: 202.633.6233 Washington, D.C. 20013-7012

SPECIFICATIONS

PROJECT NO.:

PROJECT TITLE:

FACILITY:

DATE:

This project is approved as being in conformance with applicable provisions of the Smithsonian Directive

(SD) 410.

Michael J. Carrancho, P.E., Deputy Director Date

Smithsonian Institution

Office of Planning, Design & Construction

TABLE OF CONTENTS 000102

S P E C I F I C A T I O N S

TABLE OF CONTENTS

DIVISION 0 – PROCUREMENT AND CONTRACTING REQUIREMENTS

000101 Title Page 1

000102 Table of Contents 1-3

DIVISION 1 – GENERAL REQUIREMENTS

000000 General 1-52

DIVISION 2 – EXISTING CONDITIONS

024119 Selective Demolition 1-6

DIVISION 3 – CONCRETE

033000 Cast-In-Place Concrete 1-13

DIVISION 5 – METALS

051200 Structural Steel Framing 1-7

054000 Cold-Formed Metal Framing (OPTION) 1-6

055000 Metal Fabrications (OPTION) 1-10

DIVISION 6 – WOODS AND PLASTICS

061600 Sheathing (OPTION) 1-5

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

072500 Weather Barrier (OPTION) 1-4

074113 Standing-Seam Metal Roof Panels (OPTION) 1-11

074619 Steel Siding (OPTION) 1-4

074646 Fiber-Cement Siding (OPTION) 1-5

076200 Sheet Metal Flashing and Trim 1-10

078413 Penetration Firestopping 1-7

078443 Joint Firestopping 1-6

079200 Joint Sealants 1-8

DIVISION 8 – OPENINGS

081113 Hollow Metal Doors and Frames (OPTION) 1-6

083323 Overhead Coiling Doors (OPTION) 1-10

087111 Door Hardware (OPTION) 1-37

089119 Fixed Louvers (OPTION) 1-6

DIVISION 9 – FINISHES

092900 Gypsum Board (OPTION) 1-6

096513 Resilient Base and Accessories (OPTION) 1-4

099113 Exterior Painting (OPTION) 1-13

099123 Interior Painting (OPTION) 1-6

DIVISION 10 – SPECIALTIES

104413 Fire Protection Cabinet (OPTION) 1-5

104416 Fire Extinguishers (OPTION) 1-3

DIVISION 22 – PLUMBING

220000 Plumbing General 1-10

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

233400 Ceiling Fans (OPTION) 1-5

DIVISION 26 – ELECTRICAL

260500 Requirements for Electrical Installations 1-6

260519 Low-Voltage Electrical Power Conductors and Cables 1-5

260526 Grounding and Bonding for Electrical Systems 1-7

260529 Hangers and Supports for Electrical Systems 1-6

260533 Raceways and Boxes for Electrical Systems 1-14

260543 Underground Ducts and Raceways for Electrical Systems 1-10

260544 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 1-5

260553 Identification for Electrical Systems 1-12

262416 Panelboards 1-11

262726 Wiring Devices 1-8

263213 Engine Generators 1-21

265100 Interior Lighting 1-9

265600 Exterior Lighting 1-7

DIVISION 27 – COMMUNICATIONS

270528 Pathways for Communications Systems 1-14

DIVISION 31 – EARTHWORK

310513 Soils for Earthwork 1-3

311000 Site Clearing 1-2

312213 Rough Grading 1-4

312316 Excavation 1-3

312317 Trenching 1-5

312323 Fill 1-4

312514 Stabilization Measures for Erosion and Sedimentation Control 1-5

DIVISION 32 – EXTERIOR IMPROVEMENTS

321123 Aggregate Base Course 1-3

321216 Asphalt Paving 1-5

321313 Concrete Paving 1-7

323113 Chain Link Fences and Gates (OPTION) 1-8

(OPTION)

(OPTION)

DIVISION 33 – UTILITIES

331416 Site Water Utility Distribution Piping 1-6

END OF TABLE OF CONTENTS

Office of Planning Design and Construction

DIVISION 1

General Requirements

PROJECT NO: 1583707

PROJECT TITLE: Construct Base Building Generator and Enclosure

FACILITY: Submillimeter Array SAO Hilo, HI

DATE: 7/11/2019

ChanVC Typewriter All referenced SF Project # 1583707 should be corrected to SF Project #1583705

Project Name: Construct Base Building Generator and Enclosure Date: 7/11/2019 SF Project No: 1583707 Page 2 of 52

S P E C I F I C A T I O N S

TABLE OF CONTENTS

DIVISION 1 GENERAL REQUIREMENTS

010000 Supplementary Conditions for Construction

PROJECT SUMMARY AND INFORMATION

1. Project Information

2. Summary of Work

3. Contract Time for Completion

4. Schedule of Options for Bid

5. Schedule of Unit Prices (Not Used)

6. Bidder Examination of Site

7. Availability of Documents (Not Used)

SPECIAL PROJECT REQUIREMENTS

8. Units of Measure

9. Non-Public, Tenant and Secured Spaces

10. Scientific Research Materials

11. Protection of Historic Properties (Not Used)

12. Commitment to Sustainability

13. Commissioning (Not Used)

CONTRACTOR USE OF PREMISES

14. Hours of Work, Workdays and Government Holidays

15. Conditions Affecting Contractor’s Work

16. Contractor Deliveries, Hauling and Access

17. Dress and Deportment

18. Contractor Parking

19. Eating, Drinking, Smoking and Illegal Substance Abuse

PROJECT COORDINATION

20. Coordination of Trades

21. Quality Assurance

22. Permits, Licenses and Fees

23. Utility Service Interruptions and New Connections

24. Smithsonian-Furnished Items Installed by the Contractor

25. Salvage

26. Cutting, Patching and Matching Existing Work

PROTECTION OF THE SITE DURING CONSTRUCTION

27. Protection of the Site

28. Protection of Flora and Fauna

29. Debris Control and Daily Cleanup

30. Dust and Air Quality Control

SF Project No: 1583707 Page 3 of 52

31. Noise Control

32. Vermin, Pest and Rodent Control (Not Used)

33. Drilling, Welding and Torch Cutting

TEMPORARY CONSTRUCTION FACILITIES

34. Contractor Field Offices, Trailers and Sheds

35. Staging, Storage and Work Areas

36. Sanitary Facilities

37. Temporary Utility Services and Extensions

38. Scaffolding and Platforms

39. Project Signs (Not Used)

MEETINGS

40. Preconstruction Meeting

41. Pre-Condition Survey of the Site

42. Project Meetings

SUBMISSIONS

43. Submittal Definitions

44. Submittals and Reviews

45. Criteria for Product Selection

46. Progress Photographs

47. Contractor Correspondence and Daily Reports

SAFETY, HEALTH AND FIRE PROTECTION

48. Jobsite Safety

49. Toxic and Hazardous Substances

50. Personal Protective Equipment

51. Barriers, Barricades and Walkways

52. Existing Fire Protection Systems

SECURITY REQUIREMENTS

53. General Security Requirements

54. Identification Badges (Not Used)

55. Access and Property Control at the Museum Support Center (Not Used)

56. Security of Temporary Openings

57. Existing Building Alarm Systems

58. Security Guard Duty Charges (Not Used)

SCHEDULES AND PAYMENTS

59. Schedule of Values

60. Scheduling & Payments / Bar Chart

61. Scheduling & Payments / Critical Path Method (Not Used)

62. Assignment of Claims

PROJECT CLOSEOUT REQUIREMENTS

63. Project Closeout

64. Substantial Completion

SF Project No: 1583707 Page 4 of 52

65. Final Completion and Acceptance

APPENDIX

A. SI Documents Examples:

SI Construction and Demolition Waste Tracking Sheet SI Site Specific Safety Plan (SSSP) Format

SI COVID

• SI Contractor_COVID-19_Prevention_Control_Plan_updated_6-11-20

• SI Health Screening Questions_Contractors_6-11-20

END OF DIVISION ONE TABLE OF CONTENTS

SF Project No: 1583707 Page 5 of 52

PROJECT SUMMARY AND INFORMATION

1 PROJECT INFORMATION

1.1. SF Project No: 1583707

Construct Base Building Generator and Enclosure Smithsonian Astrophysical Observatory SMA Base Facility

645 A’ohoku Place

Hilo, Hawaii

1.2. Smithsonian Institution Contacts:

Contracting Officer Smithsonian Institution Office of Contracting 2011 Crystal Drive, Suite 350 Arlington, VA 22202-3709

Marc Tartaro, Design Manager Office of Planning Design and Construction - SF Smithsonian Institution 600 Maryland Avenue, SW, Suite 5001 Washington, D.C. 20024

Contracting Officer’s Technical Representative (COTR) Simon Radford, Director

SMA

Smithsonian Astrophysical Observatory 645 A’ohoku Place Hilo, Hawaii 96720-2700

2 SUMMARY OF WORK

2.1. The Contractor shall furnish all supervision, labor, materials and equipment needed to

Construct and Install Base Building Generator and Enclosure at the Smithsonian Institution’s SMA Facility located at 645 A’ohoku Place, Hilo, Hawaii, as set forth on the Drawings for SF Project No: 1583707 sheets l through 40 and in these specifications, both dated 7/11/2019.

2.2. The Work includes, but is not limited to:

• Site work for construction of apron and structural slab for Building Generator and Enclosure

• Site Infrastructure from slab to existing SMA Building and connections

• Installation of SI provided CAT9 Generator and ASCO Avtron 4500 Load Bank

• Option for Construction of Storage Building and Fencing

2.3. Critical Elements of the Work: The successful Contractor shall be fully qualified to install critical elements of the Work. Upon request of the Contracting Officer, s shall submit a statement of qualifications to address the following critical elements of the Work:

• Electrical work associated with the installation of Generator and Load Bank

• Civil site work including grading, site preparation, structural concrete slab

• Commissioning of the Generator and Load Bank in coordination with Hawthorne CAT

SF Project No: 1583707 Page 6 of 52

3 CONTRACT TIME FOR COMPLETION

3.1. Work under this contract shall begin by the Contractor within ten (10) calendar days after the Notice to Proceed and shall be completed within the total contract time of One Hundred Eighty Two (182) calendar days. All work, including project closeout activities, shall be completed in every respect within the contract time. Work shall not proceed prior to Owl Mating Season.

3.1.1 Option, if accepted, an additional Ninety Days (90) will be added to the Contract Completion Time.

3.2. The start date and completion date shall be as stated in the Notice to Proceed issued by the Contracting Officer.

3.3 Contractor shall be required to complete all shop drawings review, approvals, purchase and fabricate all materials and equipment and deliveries to the project site prior to starting any construction work to ensure that the work is accomplished in the minimum amount of disruption to vehicular traffic along the roadway.

4 BASE BID PROJECT AND OPTION DESCRIPTION

4.1. The following is a brief Statement of the Work identified for Bid and Option. The complete description of the Work is identified elsewhere in the drawings and specifications.

BASE BID PROJECT DESCRIPTION

General:

Provide all labor, material and supervision for

• Civil Site Work including borings, trenching, grading, asphalt apron

• Structural Slab for new SI provided Generator (CAT C9), Load Bank (ASCON Avitron 4500) and future enclosure

• New Site infrastructure from existing SMA facility building to New Generator and Enclosure

• Provide all Electrical infrastructure work to connect and operate the SI provided Generator (CAT C9) and Load Bank (ASCO Avtron 4500)

Specification Sections:

010000 General Requirements 024119 Selective Demolition 033000 Cast-In-Place Concrete 051200 Structural Steel Framing 076200 Sheet Metal Flashing and Trim 078413 Penetration Firestopping 078443 Joint Firestopping 079200 Joint Sealants 220000 Plumbing General 260500 Requirements for Electrical Installations 260519 Low-Voltage Electrical Power Conductors and Cables 260526 Grounding and Bonding for Electrical Systems 260529 Hangers and Supports for Electrical Systems 260533 Raceways and Boxes for Electrical Systems 260543 Underground Ducts and Raceways for Electrical Systems 260544 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 260553 Identification for Electrical Systems 262416 Panelboards 262726 Wiring Devices 263213 Engine Generators 270528 Pathways for Communications Systems 310513 Soils for Earthwork

SF Project No: 1583707 Page 7 of 52

311000 Site Clearing 312213 Rough Grading 312316 Excavation 312317 Trenching 312323 Fill 312514 Stabilization Measures for Erosion and Sedimentation Control 321123 Aggregate Base Course 321216 Asphalt Paving 321313 Concrete Paving 331416 Site Water Utility Distribution Piping

Drawings:

• B001-B002 Borings and Geotech work identified on sheets B001-B002

• C001-C503 - Provide Civil work identified on sheets C001-C503

• A001 - Provide Staging Area

• A401 - Provide Concrete Curb in Sections 2 and 3

• A603 - Provide Concrete Curb in Detail 6

• S001 - Provide Foundation Slab

• S101 - Provide Foundation Slab

• S301 - Details E, F Curb only and G Block Out only

• M500 - Provide and install neoprene pads on Detail A

• E001 - Provide Electrical work identified on E001

• E002 - Provide Electrical work identified Fire Alarm Notes and Panel Schedule Panel 2EG,

• E002 - Change 2EG panel enclosure to NEMA 4X Stainless Steel

• E100 – Provide Electrical work identified on A Electrical Site Plan, Detail B and General and Numbered Notes

• E101 - Provide Electrical work indicated on A Electrical Generator Building Plan and by Numbered Notes 2-6 and 9 for connecting the Generator and Load Bank, and Details B 1-4

• E101 - Change Pull Box/Enclosure requirements for Notes 2, 3, 4, 5, 6 and 9 to NEMA 4X Stainless Steel

• E500 – Provide Electrical work for Elevation A and Detail B – Change penetration detail to stub up adjacent to curb and rack out pull boxes with Unistrut Channel and fittings or approved equal. Provide clearance to accommodate installation of wall and finishes.

• E600 - Provide Electrical work for One Line Diagram A and Notes

• P001 - Provide Plumbing work identified in General and Fire Safety Notes and Site Plan

• P102 - Provide Plumbing work identified on Plan to Valve Box and include pipe sleave from valve box to stub up in slab adjacent to curb and cap water line.

• P201 - Provide Plumbing work identified on P201- 1 Base Facility Plumbing Diagram and 2 Generator Building Plumbing Diagram to Valve Box and include pipe sleave from valve box to stub in slab adjacent to curb and cap water line.

• P301 - Provide Plumbing work identified on Details 2-5

SI provided Generator and Load Bank:

See Specification 263213 Engine Generators for additional scope and information 2019-01-08-SUBMITTAL-Smithsonian Submilleter Array-AAN for additional information GEN & LB-Smithsonian Institute-Submillimeter Array R5 for additional scope and information

Hawthorne CAT Genset Model CAT9 Rating: 300 KW Voltage 480/277 Volt, 3-phase, 4-wire , 60 HZ Fuel Diesel

Load Bank ASCO Avtron 4500

SF Project No: 1583707 Page 8 of 52

Voltage 480, 3 Phase, 60 HZ Load Rating 300KW

OPTION DESCRIPTION

General:

Provide all labor, material and supervision for

• Enclosure Storage Room (Wall assembly, Roof assembly, Doors, and miscellaneous items)

• Fencing Enclosure for Generator

• All Electrical work to complete Storage Room, Fire Alarm Annunciator, Data and Security systems

• All Plumbing work including Eye Wash Station

• Complete all items identified on Drawings and in the Specifications that were not included in Base Bid

Specifications including Base Specification Sections:

054000 Cold-Formed Metal Framing 055000 Metal Fabrications 061600 Sheathing 072500 Weather Barriers 074113 Standing-Seam Metal Roof Panels 074619 Steel Siding 074646 Fiber-Cement Siding 081113 Hollow Metal Doors and Frames 083323 Overhead Coiling Doors 087111 Door Hardware 089119 Fixed Louvers 092900 Gypsum Board 096513 Resilient Base and Accessories 099113 Exterior Painting 099123 Interior Painting 104413 Fire Protection Cabinets 104416 Fire Extinguishers 233400 Ceiling Fans 323113 Chain Link Fences and Gates

Drawings including Base Drawings:

• A101 - Provide Generator Enclosure, Fencing, Eye Wash, Down Spout Splash Blocks

• A102 - Provide Roof

• A103 - Provide Reflect Ceiling Plan, Fan, and Lighting

• A201 - Provide Generator Enclosure, Fencing, Eye Wash, Gutters, Down Spouts

• A202 - Provide Generator Enclosure, Fencing, Palette Racks

• A301 - Provide Generator Enclosure, Fencing, Palette Racks, Flue Assembly, Gutters, Down Spouts

• A401 - Provide Sections 1-3

• A501 - Provide Fencing, Gates and associated Hardware

• A502 - Provide Fencing, Gates and associated Hardware

• A601 - Provide Details 1-9

• A602 - Provide Details 1-9

• A603 - Provide Details 1-9

• A701 - Provide Details 1-4 and Schedule items

• S102 - Provide Roof Framing

• S301 - Provide Details A-D, E Column Base, F Wall, and G Fence Post

• M500 - Provide Flue

• E002 - Provide work identified on Ceiling Fan and Luminaire Schedules and complete work identified in Fire Alarm Notes and Panel Schedule Panel 2EG

SF Project No: 1583707 Page 9 of 52

• E101 - Provide Electrical work indicated A Electrical Generator Building Plan and by

Numbered Notes 1, 7 and 8 and General Note B

• P001 - Provide Plumbing work identified on Plumbing Fixture Schedule

• P102 - Provide Plumbing work identified on Plan from Valve Box pipe sleave stub up to fixtures, Hose Bib and Eye Wash unit.

• P201 - Provide Plumbing work identified on P201- 2 Generator Building Plumbing Diagram from Valve Box pipe sleave stub up to fixtures, Hose Bib and Eye Wash unit.

• P301 - Provide Plumbing work identified on Details 1-3

5 SCHEDULE OF UNIT PRICES (Not Used)

6 BIDDER EXAMINATION OF SITE

6.1. Every effort has been made to indicate all work necessary to complete the project as identified. All offerors shall carefully examine the premises during the bid period and satisfy themselves as to the extent, nature and location of the work, general and local conditions, particularly those bearing on transportation, disposal, handling and storage of materials, availability of labor, water, electric power, access routes, uncertainties of the weather, type of equipment and facilities needed for the successful execution of the Work.

6.2. Before the bid opening date, offerors may view the project site on an appointment basis.

Any comments, information or discussion during the site visit shall not modify the contract documents. Offerors shall make an appointment to view the site by contacting:

Simon Radford, Director SMA

SMA

Smithsonian Astrophysical Observatory

645 A’ohoku Place

Hilo, Hawaii 96720-2700

Tel: (808) 961-2924, Cell: (808) 333-4871, Email: simon.radford@cfa.harvard.edu

6.3. Pre-Bid Conference and Site Visit: Before the bid opening date, a scheduled pre-bid conference and site visit will be announced by the Contracting Officer. The purpose of the scheduled meeting is to provide an opportunity for all s to review the project site. Any comments, information or discussion during the site visit shall not modify the contract documents.

6.4. This project requires special arrangements for access to a non-public area. Access to the site may be restricted at times other than during the scheduled visit.

7 AVAILABILITY OF DOCUMENTS (Not Used)

SPECIAL PROJECT REQUIREMENTS

8 UNITS OF MEASURE

8.1. All fabrication and installation shall be performed in accordance with the units of measure given in the Contract Documents.

8.2. (Not Used)

9 NON-PUBLIC, TENANT AND SECURED SPACES

mailto:simon.radford@cfa.harvard.edu

SF Project No: 1583707 Page 10 of 52

9.1. Certain tenant spaces, non-public spaces, utility and equipment rooms and other areas related to or used for purposes of storage, research, or for scientific research may have restricted access.

9.2. The Contractor shall identify to the COTR as soon as possible, but no less than two (2) working days in advance, any occupied areas that the Contractor must access that are located outside the limits of the project site. The Contractor shall identify in writing:

9.2.1. Restricted areas to be accessed.

9.2.2. Specific reason for needing access.

9.2.3. Nature of the work to be performed.

9.2.4. Date(s) and hours needed to complete construction work activity.

10 SCIENTIFIC RESEARCH MATERIALS

10.1. The handling scientific research experiments by the Contractor is strictly prohibited without written consent of the Smithsonian. The scientific research related materials may be moved only by authorized Smithsonian personnel. An offender of this clause may be subject to arrest or removal from the premises and project by Smithsonian security officers.

10.2. If temporary relocation of research experiments is necessary, the Contractor shall give notice to the COTR at least five working days in advance of the time relocation is needed.

10.3. Humidity/Temperature Controlled Spaces: The Contractor shall take care to minimize fluctuations in air conditions and quality, particularly in areas containing scientific research experiments. Humidity and temperature-controlled areas require consistency of utility operation.

11 PROTECTION OF HISTORIC PROPERTIES (Not Used)

12 COMMITMENT TO SUSTAINABILITY

12.1. The Smithsonian Institution is a trust instrumentality of the United States (recognized as a tax-exempt organization under Section 501(c)(3) of the Internal Revenue Code) and although not an Executive Branch of the U.S. Government, is committed to planning, designing, constructing, maintaining and operating its owned and leased buildings and facilities consistent with Federal environmental and energy management requirements, as listed in the Smithsonian SF Codes, Standards and Guidelines document, dated February 15, 2015, to the maximum extent practical.

13 COMMISSIONING (Not Used)

CONTRACTOR USE OF PREMISES

14 HOURS OF WORK, WORKDAYS AND GOVERNMENT HOLIDAYS

14.1. Work shall be performed under this contract during the normal workdays of Monday through Friday, except Smithsonian holidays as specified herein and the normal work hours of 7:00 AM to

3:30 PM

14.2. (Not Used)

14.3. For each occasion the Contractor intends to work on Saturdays, Sundays or Smithsonian holidays or during hours other than those indicated above, the Contractor shall obtain written

SF Project No: 1583707 Page 11 of 52 permission from the COTR, at least three (3) working days in advance.

14.4. (Not Used)

14.5. Smithsonian Holidays: For holidays that fall on Saturday, the Smithsonian holiday is observed on the previous Friday. For holidays that fall on Sunday, the Smithsonian holiday is observed on the following Monday. The Smithsonian holidays are listed below.

New Year's Day January 1 Martin Luther King Jr.'s Birthday January, third Monday George Washington's Birthday February, third Monday Memorial Day May, last Monday Independence Day July 4 Labor Day September, first Monday Columbus Day October, second Monday Veterans' Day November 11 Thanksgiving Day November, fourth Thursday Christmas Day December 25

15 CONDITIONS AFFECTING CONTRACTOR’S WORK

15.1 SI will occupy site and existing building during entire construction period. Cooperate with SI during construction operations to minimize conflicts and facilitate SI usage. Perform the Work so as not to interfere with SI's operations.

16 CONTRACTOR DELIVERIES, HAULING AND ACCESS

16.1 Keep Roadway serving premises clear and available to SI, SI's employees, and emergency vehicles at all times. Partial use of these areas for parking or storage of materials will be allowed and shall be coordinated with the COTR.

16.2 Schedule deliveries to minimize use of the roadway. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

17 DRESS AND DEPORTMENT

17.1. Contractors' personnel shall be fully and appropriately clothed at all times and shall conduct themselves in a manner appropriate to a public place. The COTR may require removal of any individual from the premises and project for unacceptable dress, demeanor or disruptive conduct, if the Contractor superintendent fails to correct conditions in violation of this paragraph.

18 CONTRACTOR PARKING

18.1 No personal vehicles will be allowed at the construction site. Only those construction machines and vehicles necessary for the work will be allowed at the site and location of those vehicles may be restricted by the COTR. Vehicles making deliveries shall be unloaded and removed as quickly as possible. A parking area will be designated, and the Contractor will be required to shuttle his personnel to the site.

19 EATING, DRINKING, SMOKING, AND ILLEGAL SUBSTANCE ABUSE

19.1 Eating and drinking in Smithsonian buildings is not allowed.

SF Project No: 1583707 Page 12 of 52

19.2 The consumption of alcoholic beverages by the Contractor's personnel is prohibited in all Smithsonian buildings or leased space.

19.3 Smoking or carrying lighted tobacco products is prohibited in all Smithsonian buildings or leased space, in exhibition and public spaces, in areas where hazardous materials are stored or handled, and in areas undergoing construction, renovation, or repair. Acceptable areas for smoking are designated by the COTR.

19.4 The possession, sale and/or use of narcotic or other illegal substances or firearms by Contractor employees is strictly prohibited in all Smithsonian facilities and leased space. Working on the project under the influence of alcohol or illegal substances is strictly prohibited.

PROJECT COORDINATION

20 COORDINATION OF TRADES

20.1. The Contractor shall coordinate work of different trades so that interference between mechanical, electrical, architectural and structural work, including existing services, shall be avoided.

20.2. The Contractor shall install, and coordinate work of SI provided equipment by Hawthorne CAT Ed Dawe, EPG Sales Engineer Office: 808-676-0244 / Mobile: 808-342-1300 Email: edawe@hawthornecat.com

20.3 Where work by separate entities requires off-site fabrication of products and accurate interfacing of materials to produce the required results, the Contractor shall prepare coordination drawings to indicate how work shown on separate shop drawings will be interfaced, intermeshed and sequenced for installation. Coordination drawings shall be submitted in accordance with the requirements of the "Submissions" section.

20.3.1. Work installed prior to approval of coordination drawings shall be at the Contractor's risk. Subsequent relocations required to avoid interferences shall be made without additional expense to the Smithsonian. If an interference develops, the COTR will decide which work shall be relocated, regardless of which was installed first.

20.4. Installation of equipment and systems shall allow the maximum practical space for operation, repair, removal and testing, within the limits indicated on the Contract Documents.

Pipes, conduit, ducts and other system components shall be installed as close as possible to ceiling slabs, walls and columns to minimize space used while accommodating function and maintenance.

21 QUALITY ASSURANCE

21.1. The Contractor shall provide for quality control, inspections, testing and re-testing as necessary for all work, including that of subcontractors, to assure compliance with the contract documents.

22 PERMITS, LICENSES & FEES

20.1. The SMA Hilo Base Facility is a U. S. Government owned building and is therefore exempt from County of Hawaii plan check and permit requirements.

mailto:edawe@hawthornecat.com

SF Project No: 1583707 Page 13 of 52

23 UTILITY SERVICE INTERRUPTIONS AND NEW CONNECTIONS

23.1. Any planned interruption in utility service must be approved by and coordinated through the COTR. The Contractor shall submit a written request as far in advance of scheduled interruption as possible, but no less than two (2) full working days in advance. The Contractor shall make the necessary temporary provisions to supply continuous electrical power, HVAC space conditioning and security as required during periods when service is interrupted.

23.2. The Contractor's work efforts to restore service shall be continuous until the interrupted utility is back in service.

23.3. (Not Used)

23.4. A fire watch shall be provided for the time periods when fire suppression and detection systems are out of service.

23.5 Areas of the facility will remain occupied and in operation beyond the construction zone throughout the construction period. Utility services to occupied areas must remain operable 24 hours a day. All work requiring shut down of equipment serving occupied areas beyond the construction zone will be coordinated with the COTR a minimum of 2 days in advance of scheduled work requiring shut down.

23.6 The Contractor must provide on-going access to SI personnel to all equipment which is to remain operational throughout the construction period.

24 SMITHSONIAN FURNISHED ITEMS INSTALLED BY CONTRACTOR

24.1. The following items shall be furnished by the Smithsonian for installation by the Contractor as part of this contract:

ITEM DELIVERY LOCATION

1 CAT9 Generator SMA Base Facility, 645 A’ohoku Place, Hilo, Hawaii 2 ASCO Avtron 4500 Load Bank SMA Base Facility, 645 A’ohoku Place, Hilo, Hawaii

For additional information see Specification Section 263213 - ATTACHMENTS GEN & LB-Smithsonian Institute-Submillimeter Array R5 2019-01-08-SUBMITTAL-Smithsonian Submilleter Array-AAN

24.2. Required delivery dates for all Smithsonian furnished items shall be included in the Contractor's Project Schedule, as discussed in the Schedules and Payments section. Any items requiring delivery within the first sixty (60) days of the project or prior to submission of the Project Schedule shall be identified at the Preconstruction Meeting.

24.3. The COTR will notify the Contractor of scheduled delivery dates no less than two (2) full working days in advance of delivery. The Contractor shall accept delivery of the items on scheduled dates or be responsible for any damage and/or expenses resulting from his failure to take delivery. Promptly upon delivery, the Contractor shall contact the COTR and they shall jointly inspect the material or equipment for possible shortage or damage. If a shortage or damage is found, the Contractor and the COTR shall submit a report to the Contracting Officer.

24.4. The Contractor shall be responsible for proper storage and protection of items delivered, including all expenses incidental thereto.

24.5. For each item, the Contractor shall receive, sign for receipt, provide additional transportation including unloading as necessary, uncrate, assemble, locate in place and provide complete installation including all connections necessary for operation or use. Installation and

SF Project No: 1583707 Page 14 of 52 connection shall be in accordance with manufacturer's specifications as well as contract documents, including all labor and material required.

25 SALVAGE

25.1. The Smithsonian Institution assumes no responsibility for salvage value or any loss or damage to materials or structures on the site for which the Contractor may have reflected a salvage value in their bid.

25.2. Except as specifically stated in the contract documents, construction materials, equipment or other items that are to be removed and neither re-used under this contract nor reserved as property of the Smithsonian Institution shall become the property of the Contractor and shall be removed from the premises by the Contractor.

26 CUTTING, PATCHING AND MATCHING EXISTING WORK

26.1. Existing work shall be cut, drilled, altered, removed or temporarily removed and replaced as necessary for performance of work under the contract. Work that is replaced shall match similar existing work. Structural members shall not be cut or altered, except where noted on drawings, without authorization of the COTR. Work to remain in place, which is damaged or defaced during this contract shall be restored to match the conditions existing at the time of award of the contract, at no additional cost to the Smithsonian.

26.2. Conditions exposed by removal of existing work that do not match new finishes or align with new work shall be called to the COTR's immediate attention. Necessary corrective work directed by the COTR will be subject to adjustment provisions as stated in the General Conditions of the contract.

PROTECTION OF THE SITE

27 PROTECTION OF THE SITE

27.1. The Contractor shall provide adequate protection for all parts of the building, including interior and exterior surfaces, its occupants and contents and grounds wherever work under this contract is performed.

27.2 Plan for Protection of the Site: The Contractor shall submit a plan for protection of the site to the COTR for approval. As a minimum, the Plan shall describe:

OMKM

15.2.1 Proposed method, location, and construction of temporary barricades, signage.

15.2.2 Methods of protection of existing surfaces and occupants.

28 PROTECTION OF FLORA AND FAUNA

28.1 (Not Used)

28.2 The Contractor shall not store materials inside the dripline of trees or shrubs.

28.3 Vehicular traffic inside the dripline of trees is not permitted without prior approval of the Forest Service through the COTR.

28.4 Contractor shall coordinate with the COTR and OMKM and acquire approvals for the within the construction area.

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28.5 The Contractor shall be responsible for the daily removal of trash and construction debris from turf and flower/shrub beds within the limits of construction.

28.6 Any plant material destroyed and/or damaged by the Contractor during construction shall be replaced with like genus and species of the same size, at no additional cost to the Smithsonian.

The damaged plant materials must be replaced prior to final payment.

28.7 (Not Used)

29 DEBRIS CONTROL AND DAILY CLEANUP

29.1. The Contractor shall regularly clean up the work areas and shall, at all times, maintain the project in as neat and orderly a manner as is consistent with normal operations. Debris resulting from construction operations shall be removed daily from the site by the Contractor. The Contractor shall keep all access, haul routes and site areas free of dirt, debris and other materials resulting from construction activities.

29.2. The Contractor shall recycle, salvage or otherwise divert from landfills and incinerators, at least 50%, with a goal of at least 75%, by weight (tons), unless otherwise noted, of non-hazardous construction and demolition material. The contractor shall track recycling efforts and diversion rates using the Construction and Demolition Waste Tracking Sheet, attached. Before any work is started, the contractor shall submit a Construction Waste Management Plan, consisting of waste identification and a waste reduction work plan. Waste identification shall indicate anticipated types and quantities of demolition, site-clearing, and construction waste generated by the Work. Include estimated quantities and assumptions for estimates. Waste reduction work plan shall list each type of waste and whether it will be salvaged, recycled, or disposed of in landfill or incinerator. Include points of waste generation, total quantity of each type of waste, quantity for each means of recovery, and handling and transportation procedures. With each application for payment, the contractor shall submit the Construction and Demolition Waste Tracking Sheet, attached, with data compiled for the payment period, including receipts from hauler or destination. Before request for substantial completion, the contractor shall submit calculated end-of-Project percentage of waste diverted from landfills and incinerators (recycled, salvaged, or disposed) as a percentage of total waste generated by the Work. With request for final payment, the contractor shall submit actual percentage of waste diverted from landfills and incinerators (recycled, salvaged, or disposed) as a percentage of total waste generated by the Work.

30 DUST AND AIR QUALITY CONTROL

30.1 The Contractor will execute the Work by methods that minimize dust raised by construction operations. The Contractor will provide positive means to prevent objectionable odors and air-borne dust from dispersing into the atmosphere and from being drawn into existing air-intake louvers and ductwork.

30.2 Dust barriers shall be erected where necessary to protect adjacent areas from dust infiltration as required by the COTR. Dust barriers shall be rigid and visually opaque and shall seal the work area by affixing to the structure on all sides (i.e. ceiling, walls, and floor).

30.3 Means of connection of dust barriers to existing structures shall not damage the building fabric. Details of barriers shall be submitted for approval to the COTR.

30.4 No open fires or burning of trash are permitted.

31 NOISE CONTROL

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31.1 The Contractor shall comply with the regulations of State of Hawaii Department of Health and OSHA Standard 1926.52 and 1910.95 and all other regulations relative to safety noise control.

31.2 Activities that generate excessive noise or vibration and interrupt the facilities functions or create public disturbances may be required to be performed during off-hours at the discretion of the

COTR.

31.3 The Contractor shall provide sound attenuation to maintain acoustic level below 75 dBA at a distance of 15 m.

32 VERMIN, PEST, AND RODENT CONTROL (Not Used)

33 DRILLING, WELDING, AND CUTTING

33.1 Daily Permit: When welding, torch cutting, or other heating operations are to occur inside existing structures, the Contractor shall obtain a daily welding permit from the Building Manager's Office at least two working days in advance. The permit must be posted at the job site prior to beginning the scheduled work.

33.2 Fire Watch: No welding or torch cutting shall be performed unless adequate fire protection is provided. The Contractor shall maintain a fire watch for the duration of welding, cutting, and heating operations and for at least 30 minutes after the 'hot' work has stopped. The Contractor shall provide adequate ventilation to prevent air contamination or the accumulation of toxic materials. A fire extinguisher (minimum 10 pounds, dry-chemical type, typical) shall be on hand when drilling, welding, or cutting.

33.3 Use of Impact Hammers: The use of impact hammers or other equipment causing vibration, noise, and dust may be harmful the facilities equipment, telescopes and/or building occupants. The Contractor shall request approval from the COTR at least five working days before beginning this type of work.

TEMPORARY CONSTRUCTION FACILITIES

34 CONTRACTOR FIELD OFFICES, TRAILERS AND SHEDS

34.1. The Contractor shall establish a temporary office at the project site. The Contractor shall provide information about proposed locations of any temporary office, sheds, trailers and staging and storage areas and designation of size, color and materials to the COTR for approval at least five (5) working days prior to mobilization.

34.2. The Contractor may provide his own locking device on the door to the temporary office, trailer or shed. The Contractor shall be solely responsible for the safekeeping and security of the construction facilities, materials and equipment.

34.3. Upon completion of the Work, the temporary offices, trailers and sheds shall be removed and the area returned to its original pre-contract condition.

35 STAGING, STORAGE AND WORK AREAS

35.1. Before any work is started, the Contractor shall coordinate with the COTR regarding the use of area for staging and storage of materials and equipment.

36 SANITARY FACILITIES

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36.1. Contractors' personnel shall not be permitted to use public toilet rooms on the premises.

The Contractor shall provide and maintain separate temporary sanitary facilities at locations approved by the COTR and shall remove the facilities at the completion of the work.

36.2. (Not Used)

37 TEMPORARY UTILITY CONNECTIONS AND EXTENSIONS

37.1. The Contractor shall provide and maintain all temporary lighting and power required, including interior lighting and security lighting, in all areas where permanent lighting or power has been disconnected or removed. Contractor shall continue to provide such temporary power of lighting until permanent lighting and power has been installed or restored or until otherwise directed by the COTR.

Contractor shall maintain all permanent lighting and power in areas inside the construction zone even if such power or lighting is not part of the Work.

38 SCAFFOLDING AND PLATFORMS

38.1. The Contractor shall erect temporary scaffolding in accordance with OSHA 29 CFR 1926.451 and ANSI A10.8. The Contractor shall provide landing platforms with stairways or ladders for proper access and egress to all work areas.

38.2. For all frame scaffolding greater than 4 m in height, the Contractor shall submit working drawings to the COTR a minimum of ten (10) working days in advance of scaffolding erection. Working drawings submitted by the Contractor shall be certified by a registered Professional Engineer.

38.3. During non-working hours, the Contractor shall close and lock the scaffolding with a physical barrier to prevent access by unauthorized persons.

39 PROJECT SIGNS (Not Used)

MEETINGS

40 PRECONSTRUCTION MEETING

40.1. A Preconstruction Meeting will be scheduled with the Contractor before any work is started at the site. As soon as possible after the Date of Award, the COTR will contact the Contractor to arrange a time, date and place for the conference. Items to be discussed at the Preconstruction Meeting include, but are not limited to:

40.1.1. Contract Time: Notice to Proceed date and Completion date;

40.1.2. Scheduling and Submittals;

40.1.3. Project Communications;

40.1.4. Mobilization and Staging;

40.1.5. Access to the Premises, Haul Routes, Loading Dock;

40.1.6. Security Requirements/List of Contractor's Personnel;

40.1.7. Emergency Procedures and Phone Numbers;

40.1.8. Protection of Site and Historic Preservation;

40.1.9. Fire Protection and Safety Requirements;

40.1.10. Utility Interruptions, Rough-in Inspections, Testing;

40.1.11. Applications for Payment;

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40.1.12. Pre-Condition Survey of the Site;

40.1.13. Accessibility Requirements;

40.1.14. Sustainability Requirements;

40.1.15. Building Systems Commissioning;

40.1.16. Quality Control;

40.1.17. (Not Used)

40.2. The Contractor's key staff and representatives of all Subcontractors or Suppliers shall attend the Preconstruction Meeting.

40.3. Coordination Plan: The Contractor shall use the Preconstruction Meeting to develop a Coordination Plan for interaction with other parties working in or using the facility. The plan shall be submitted no less than five (5) working days after the Preconstruction Meeting and shall address interactions with other contractors, tenants, the public and any others making use of the site and surrounding areas. As a minimum it shall include:

40.3.1. Locations of overlap in use of the site by the Contractor and others, including work areas, delivery points, access/egress areas.

40.3.2. Specific items of work by others required to support critical milestones in the Contractor's schedule.

40.3.3. Coordination with the work of the designated Commissioning Provider.

40.3.4. Completion or delivery of work by others that may impact the Contractor's schedule.

40.3.5. Portions of the work that create special hazards or disturbances.

40.3.6. Portions of the work that affect utilities, fire-protection or detection systems or security systems.

40.3.7. Events requiring access to areas outside of the project site or secured spaces.

40.3.8. Protection to be provided by the Contractor for work completed by others either before or during this project.

41 PRE-CONDITION SURVEY OF THE SITE

41.1. After the Preconstruction Meeting and before the start of work on the site, the project site (i.e. building, its contents, grounds and equipment) shall be inspected by the Contractor, major Subcontractors, COTR and other Smithsonian Institution personnel as may be required for the purpose of verification of the existing conditions. Any damages or defective equipment will be noted at this time and this survey will serve as the basis for the establishment of the pre-contract conditions. The identification of pre-contract conditions will be jointly established by the Contractor and Smithsonian Institution.

41.2. Written and photographic documentation: The Contractor shall prepare a typewritten and photographic report in PDF format to identify damages or defects of materials, equipment and the site. The Contractor shall submit report electronically to the Contracting Officer and the COTR.

41.3. Digital Video documentation: The Contractor shall digital video and document the observations made during the survey of the existing conditions for buildings, improvements, finishes, utilities, interior surfaces, construction and other systems, components or materials, which

SF Project No: 1583707 Page 19 of 52 might be affected by the Work, including sidewalks, streets and adjacent facilities. The Contractor shall use DVD format. The Contractor shall prepare the video report in triplicate copies. The Contractor shall retain one video report and shall submit one video report each to the Contracting Officer and the COTR. The typewritten and photographic report and video reports shall be complimentary in content and shall be submitted together.

42 PROJECT MEETINGS

42.1. Progress Meetings: The COTR will lead regular progress meetings with an interdisciplinary integrated management team consisting of representatives of the Contractor, Smithsonian, Architect/Engineer Commissioning Provider, major Subcontractors and other critical Subcontractors and suppliers. The purposes of these meetings are to expedite the work, coordinate and schedule the Work and coordinate the work with Smithsonian activities. Progress meetings shall be held weekly unless otherwise directed by the COTR. The time and place of the meetings will be established at the Preconstruction Meeting. The Contractor shall ensure that all required Subcontractors and suppliers attend the Progress Meetings and the COTR will ensure that all necessary SI personnel attend.

42.2. Special-Topic Meetings: At the discretion of the COTR, additional meetings may be scheduled to address issues of quality control, sustainability requirements, coordination between contractors on the premises, coordination with other agencies, scheduling of the work, application for payments, etc. The Contractor's staff and Subcontractors or Suppliers shall attend.

42.3. Meeting Minutes: The Contractor shall promptly prepare minutes of each meeting and transmit to the COTR, within five (5) working days.

SUBMISSIONS

43 SUBMITTAL DEFINITIONS

43.1. Submittals are defined to include shop drawings, product data, samples and additional data required for submission to the COTR for review and approval prior to incorporation into the work.

43.1.1. Shop Drawings: Detailed drawings, schedules, diagrams and illustrations prepared specifically for this project by the Contractor or any subcontractor, manufacturer, supplier or distributor to illustrate fabrication and/or installation of a portion of the Work.

43.1.2. Schedule: A detailed tabulation of components, items or parts to be furnished for use on this project.

43.1.3. Statement: An affirmation prepared by the Contractor, the installer or manufacturer of a material, product or system, to satisfy a requirement defined in a technical section.

43.1.4. Factory Test Report: A written report of the findings of a test performed by the

Contractor on an actual portion of the Work or prototype prepared for this project before it is shipped to the site.

43.1.5. Field Test Report: A written report of the findings of a test performed by the Contractor on a portion of the Work during or after installation.

43.1.6. Certificate of Compliance: A written statement, signed by an authorized official of the manufacturer of a product or system or supplier of a material attesting that the product, system or material meets the requirements of the contract documents. The certificate of compliance must be dated after the award of this Contract and must name the project and

SF Project No: 1583707 Page 20 of 52 cite the specification section, paragraph and requirements, which it is intended to address.

43.1.7. Product Data: Illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature and catalog information illustrating a material, product or system to be installed on this project, including all data related to LEED requirements, such as recycled and regional content information, Volatile Organic Compound (VOC) product schedules, Forest Stewardship Council (FSC) chain-of-custody documentation and other documentation as requested by the COTR.

43.1.8. Color Charts: Pre-printed brochures showing the color range of a material.

43.1.9. Test Reports: Reports verifying that a material, assembly, system, process or laboratory meets requirements established in the Contract Documents. Reports shall indicate compliance by naming and describing the test method and test results. Testing must have occurred within three (3) years of the date of award of this contract.

43.1.10. Samples: Physical examples of materials, equipment, assemblies or workmanship establishing standards for evaluating finished Work.

43.1.11. Color/Texture Selection Sample: Samples of an available range of textures and/or colors of a material formed of the actual finish material over a substrate identical to that which will be used in the field.

43.1.12. Mock-up: An assembly or sample panel constructed in accordance with specifications to show construction details, finished appearance and/or performance.

43.1.13. Material Safety Data Sheets: Instructions, warnings and recommended and required handling and use procedures for individual hazardous materials published by the product manufacturer.

44 SUBMITTALS AND REVIEWS

44.1. Contractor Responsibility for Submittals: The Contractor shall provide all required submittals, by technical specification section, in accordance with the contract documents. All submittals, with exception of mockups or samples, are to be submitted electronically by email in PDF format. The Contractor shall clearly indicate on the submittal that it has been reviewed by the Contractor and found to meet the project requirements. Any items submitted as substitutions shall be clearly identified as such on the submittal and the transmittal document. If shop drawings show variations from the contract documents because of standard shop practices or for other reasons, the Contractor shall provide a separate, written description of variations along with the submittal.

The Contractor shall:

44.1.1. Review each submittal for conformance with requirements of the contract documents and coordination with related work.

44.1.2. Determine and verify all field measurements, required material quantities, method of assembly or erection, installation requirements and proper connection to adjoining materials installed by others.

44.1.3. Assure that all submittals use the appropriate units of measure. All drawings and technical data shall be in SI (metric) units for projects designed in SI units. Preprinted literature in other units shall be accompanied by documentation to show conformance to project requirements.

44.1.4.…