BMEWS_Phase_A_-_95_percent_design_-Specifications_package.pdf

US AIR FORCE REPLACE HVAC-SYSTEM AT BMEWS

SPACE COMMAND 95% Design Submittal

THULE AIR BASE, GREENLAND

PROJECT WWCX NO. 01-1013

REPLACE HVAC-SYSTEM AT BMEWS, PHASING

SPECIFICATIONS, PHASE A COOLING

95% SUBMISSION

AUGUST 15, 2014

ISC Rådgivende Ingeniører

ISC Consulting Engineers

WWCX 01-1013: Replace the HVAC system at BMEWS, Thule Air Base, Greenland Phase A - Cooling System

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 10 METRIC MEASUREMENTS

00 80 00.00 18 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 32 01.00 18 PROJECT SCHEDULE

01 33 00.00 18 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 18 CONTRACTOR QUALITY CONTROL

01 45 20.00 18 TESTING FOR MECHANICAL AND ELECTRICAL SYSTEMS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED/RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00.00 18 CLOSEOUT SUBMITTALS

01 78 23.00 18 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00 FIRESTOPPING

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST

SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 09 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 82 16.00 40 AIR COILS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

PROJECT TABLE OF CONTENTS Page 1

26 24 16.00 40 PANELBOARDS

26 24 19.00 40 MOTOR CONTROL CENTERS

26 28 00.00 10 MOTOR CONTROL CENTERS, SWITCHBOARDS AND PANELBOARDS

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 60 13.00 40 LOW-VOLTAGE MOTORS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

DIVISION 40 - PROCESS INTEGRATION

40 17 30.00 40 WELDING GENERAL PIPING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 10

METRIC MEASUREMENTS

04/06

PART 1 GENERAL

1.1 REFERENCES

1.2 GENERAL

1.3 USE OF MEASUREMENTS IN SPECIFICATIONS

1.3.1 Hard Metric

1.3.2 Soft Metric

1.3.3 Neutral

1.4 COORDINATION

1.5 RELATIONSHIP TO SUBMITTALS

-- End of Section Table of Contents --

DOCUMENT 00 31 10 Page 1

SECTION 00 31 10

METRIC MEASUREMENTS

04/06

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

IEEE/ASTM SI 10 (2002) American National Standard for Use of the International System of Units (SI): The Modern Metric System

1.2 GENERAL

This project includes metric units of measurements. The metric units used are the International System of Units (SI) developed and maintained by the General Conference on Weights and Measures (CGPM); the name International System of Units and the international abbreviation SI were adopted by the 11th CGPM in 1960. A number of circumstances require that both metric SI units and English inch-pound (I-P) units be included in a section of the specifications. When both metric and I-P measurements are included, the section may contain measurements for products that are manufactured to I-P dimensions and then expressed in mathematically converted metric value (soft metric) or, it may contain measurements for products that are manufactured to an industry recognized rounded metric (hard metric) dimensions but are allowed to be substituted by I-P products to comply with the law. Dual measurements are also included to indicate industry and/or Government standards, test values or other controlling factors, such as the code requirements where I-P values are needed for clarity or to trace back to the referenced standards, test values or codes.

1.3 USE OF MEASUREMENTS IN SPECIFICATIONS

Measurements in specifications shall be either in SI or I-P units as indicated, except for soft metric measurements or as otherwise authorized. When only SI or I-P measurements are specified for a product, the product shall be procured in the specified units (SI or I-P) unless otherwise authorized by the Contracting Officer. The Contractor is responsible for all associated labor and materials when authorized to substitute one system of units for another and for the final assembly and performance of the specified work and/or products.

1.3.1 Hard Metric

A hard metric measurement is indicated by an SI value with no expressed correlation to an I-P value. Hard metric measurements are often used for field data such as distance from one point to another or distance above the floor. Products are considered to be hard metric when they are manufactured to metric dimensions or have an industry recognized metric designation.

DOCUMENT 00 31 10 Page 2

1.3.2 Soft Metric

a. A soft metric measurement is indicated by an SI value which is a mathematical conversion of the I-P value shown in parentheses (e.g. 38.1 mm (1-1/2 inches)). Soft metric measurements are used for measurements pertaining to products, test values, and other situations where the I-P units are the standard for manufacture, verification, or other controlling factor. The I-P value shall govern while the metric measurement is provided for information.

b. A soft metric measurement is also indicated for products that are manufactured in industry designated metric dimensions but are required by law to allow substitute I-P products. These measurements are indicated by a manufacturing hard metric product dimension followed by the substitute I-P equivalent value in parentheses (e.g., 190 x 190 x 390 mm (7-5/8 x 7-5/8 x 15-5/8 inches)).

1.3.3 Neutral

A neutral measurement is indicated by an identifier which has no expressed relation to either an SI or an I-P value (e.g., American Wire Gage (AWG) which indicates thickness but in itself is neither SI nor I-P).

1.4 COORDINATION

Discrepancies, such as mismatches or product unavailability, arising from use of both metric and non-metric measurements and discrepancies between the measurements in the specifications and the measurements in the drawings shall be brought to the attention of the Contracting Officer for resolution.

1.5 RELATIONSHIP TO SUBMITTALS

Submittals for Government approval or for information only shall cover the SI or I-P products actually being furnished for the project. Submit the required drawings and calculations in the same units used in the contract documents describing the product or requirement unless otherwise instructed or approved. Use IEEE/ASTM SI 10 as the basis for establishing metric measurements required to be used in submittals.

-- End of Document --

DOCUMENT 00 31 10 Page 3

WWCX 01-1013: Replace the HVAC-System at BMEWS, Thule Air Base, Greenland

Phase A- Cooling System

00 80 00.00 18 - 1

SECTION 00 80 00.00 18

SPECIAL CONTRACT REQUIREMENTS

INDEX

1. COMMENCEMENT, PROSECUTION & COMPLETION OF WORK

2. LIQUIDATED DAMAGES - CONSTRUCTION

3. EQUAL OPPORTUNITY PREAWARD CLEARANCE OF SUBCONTRACTS

4. INSURANCE - WORK ON A GOVERNMENT INSTALLATION (APR 1984)

5. PERFORMANCE OF WORK BY THE CONTRACTOR (% PARTICIPATION)

6. WARRANTY OF CONSTRUCTION

7. CERTIFICATES OF COMPLIANCE

8. IMPLEMENTING GUARANTEES

9. BID BOND

10. CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS

11. RECORD DRAWINGS

12. DESIGNATION OF PROPERTY ADMINISTRATION

13. PHYSICAL DATA

14. PRICING OF ADJUSTMENTS

15. PAYMENT FOR MATERIALS DELIVERED OFF-SITE,

16. EQUIPMENT OWNERSHIP & OPERATING EXPENSE SCHEDULE

17. ALTERATIONS IN CONTRACT

18. AVAILABILITY & USE OF UTILITY SERVICES

19. SALVAGE MATERIALS & EQUIPMENT

20. IDENTIFICATION OF GOVERNMENT FURNISHED PROPERTY

21. CONSTRUCTION PROJECT SIGNS

22. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

23. SCHEDULING AND DETERMINATION OF PROGRESS

24. IDENTIFICATION OF EMPLOYEES

25. FIELD OFFICE

26. TIME EXTENSIONS (APR 1984)

27. SUPERINTENDENT OF SUBCONTRACTORS: (JAN 1965)

28. PROCEDURES FOR SUBMISSION AND PAYMENT OF ALL CONTRACT PAYMENTS

29. SALE OF JOB-PRODUCED MATERIALS

30. SALE OF CONTRACTOR INVENTORY

31. PERSONNEL

32. DEPENDENTS AT THULE AIR BASE

33. RETURN OF CONTRACTOR PERSONNEL

34. CONDUCT OF CONTRACTOR PERSONNEL

35. TRANSPORTATION AND PROCESSING OF PERSONNEL MATERIALS AND

EQUIPMENT

36. MARKINGS ON GOVERNMENT AND CONTRACTOR EQUIPMENT AND PROPERTY

37. GOVERNMENT FURNISHED SERVICES

38. MEDICAL FACILITIES

39. COMMUNICATION SERVICES

40. ROADS AT THE AIR BASE

41. MAINTENANCE OF UTILITIES

42. ARCTIC PARKAS

43. SALVAGE AREA

00 80 00.00 18 - 2

44. ESTIMATED EQUIPMENT AND MANPOWER LIST

45. PREFERENCE FOR U.S. FLAG AIR CARRIERS

46. VEHICLE FOR USE BY AREA ENGINEER

47. WORKER'S COMPENSATION INSURANCE (DEFENSE BASE ACT)

48. PROPERTY RECORDS

49. EXCHANGE RATE

50. SPECIAL PROHIBITION ON EMPLOYMENT

51. HAZARDOUS MATERIAL IDENTIFICATION & MATERIAL SAFETY DATA

52. DISPLAY OF DOD HOTLINE POSTER

53. SAFETY AND HEALTH REQUIREMENTS MANUAL

54. CLEARANCE REQUEST

55. UTILITY OUTAGES

56. WELDING PERMIT

57. STANDARDIZATION

58. AREA USAGE

59. REMOVAL OF CONTRACTOR EQUIPMENT, MATERIALS, TOOLS AND SUPPLIES

60. ENGLISH SPEAKING REPRESENTATIVE

61. LANGUAGE

62. RESPONSIBILITY FOR PHYSICAL SECURITY

63. SAFEGUARDING OF INFORMATION

64. SECURITY CLEARANCES

65. GROUND FAULT CIRCUIT PROTECTION

66. IDENTIFICATION OF CONTRACTOR FACILITIES

67. SPECIAL SCHEDULING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL

SYSTEMS

68. SUBMISSION OF CLAIMS

69. PRE-CONSTRUCTION CONFERENCE

70. GOVERNMENT RESIDENT MANAGEMENT SYSTEM AND CONTRACTOR

QUALITY CONTROL SYSTEM (QCS) MODULE

71. SPECIAL CONSIDERATIONS CONCERNING OFFEROR/AWARDEE

72. SITE VISIT NOTICE

73. QUESTIONS CONCERNING CLARIFICATION OF THE SOLICITATION

74. NOTICE REGARDING CENTRAL CONTRACTOR REGISTRATION

75. OTHER APPLICABLE THULE REGULATIONS TO FOLLOW

76 DBA INSURANCE RATES

77 RELOCATION AND INSTALLATION OF OWNER FURNISHED EQUIPMENT

00 80 00.00 18 - 3

LIST OF APPENDICES:

APPENDIX A - Active Landfills

APPENDIX B - NFS Material Borrow Site

APPENDIX C - Conservation Mgmt Plan

APPENDIX D - HAZMAT Management Plan

APPENDIX E - Spill Prevention-Response Plan

APPENDIX F - Pollution Prevention Management Plan

APPENDIX G - Solid Waste Mgmt Plan

APPENDIX H - Storm Water Mgmt Plan

APPENDIX I - Slug Mgmt Plan

APPENDIX J - Installation HAZMAT Management Plan

APPENDIX K - FGS-GL (Environmental Protection)

APPENDIX L - Affirmative Proc Plan

APPENDIX M - PCB Replacement Plan

Appendix N - Asbestos Management Plan

Appendix O - Lead Paint Management Plan

Appendix P - Demo As-Built and Asbestos Surveys

Appendix Q - Shipping Rates Gov Furnished Transport

Appendix R - Geotechnical Investigation

Appendix S - Pacer Goose Shipping Instructions

Appendix T - FY14 Sealift Rates

Appendix U - DBA Waiver

Appendix V - Project Site Survey

DRAWING LIST

Refer dwg. No. C – 01

LIST OF ABBREVIATIONS

TAB Thule Air Base

ACM Asbestos Containing Materials

CCI Construction Contract Inspector

DRMO Defense Reutilization & Marketing Office

HWMP Hazardous Waste Management Plan

SWMP Solid Waste Management Plan

QCI Quality Control Inspector

VOQ Visiting Officer’s Quarters

O&M Operation and maintenance

DALT Duct air leak test (230593)

TAB Testing, adjusting and balancing (230593)

00 80 00.00 18 - 4

SECTION 00 80 00.00 18

SPECIAL CONTRACT REQUIREMENTS

1. COMMENCEMENTS, PROSECUTION AND COMPLETION OF WORK

a. The Contractor shall be required to (i) commence work under this contract within five (5) calendar days after the date the Contractor receives the notice to proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use not later than ? calendar days after the date the Contractor receives the Notice To Proceed. The time stated for completion shall include the final cleanup of the premises.

b. Location: The site of work is located at Thule AB, Greenland. The site of the work is on a military installation and all rules and regulations issued by the Commanding Officer covering general safety, security, and sanitary requirements, etc., shall be observed by the Contractor.

Work area is located at inside Building #4002 (BMEWS) included outside building.

(1) Thule Air Base is remotely located. The site of work is located. The site of the work is on a military reservation and all rules and regulations issued by the Commanding Officer covering general safety, security, and sanitary requirements, etc., shall be observed by the

Contractor. Access to and from is restricted to limited air service and an annual sealift. Transport requirements are presented in paragraph 41 of this section.

(2) The annual military sea transportation service operation is limited to a 60-day period, normally the second week of July through the first week of September.

(3) It is a requirement of this contract that the contractor or his representative must arrive at

Thule AB at least 10 calendar days in advance of the arrival of equipment, materials or laborers.

The Contractor and the Contracting Officer (or Contracting Officer Representative) will review the Contractor's CPM schedule project logistics, and Thule AB regulations.

(4) Holidays observed at Thule AB by USAF and GC:

• 01 January (New Year's Day)

• Third Monday in January (Birthday of Martin Luther King Jr.)

• Third Monday in February (President's Day)

• Last Monday in May (Memorial Day)

• 04 July (Independence Day)

• First Monday in September (Labor Day)

• Second Monday in October (Columbus Day)

• 11 November (Veteran's Day)

• Fourth Thursday in November (Thanksgiving Day)

• 25 December (Christmas Day)

Holidays which fall on the weekends are normally observed on the following Monday. Danish holidays are not observed at Thule AB. Holidays which fall on a Saturday will normally be observed by GC that same day, but by USAF the following Monday.

c. The Contractor shall furnish all labor, materials, equipment and services (except those furnished by the Government).

00 80 00.00 18 - 5

d. All work shall be done in accordance with the drawings and specifications or instructions attached hereto and made a part thereof, or to be furnished hereafter by the Contracting Officer and subject, in every detail, to his supervision, direction, and instructions. Delivery of the replaced Cooling System must be planned / coordinated carefully between contractor and

USAF/GC in order to keep the Mission at BMEWS in constant operation.

e. Magnitude of construction Project: The estimated value of the proposed work is greater than $4,000,000.

f. The work under this contract may be severely influenced by inherent geographical and climatic constraints. Access to Thule AB for materials, equipment, and personnel is limited to an annual sealift. Military airlift may be available, depending on the availability of cargo space, but is very costly and at the Contractor’s expense. The annual Military Sea Transportation Service operation is limited to summer months only. Due to total daylight at Thule during this period, the

Contractor can schedule continuous construction work. Acquisition of building materials at airlift is normally restricted to personnel and critical equipment only.

g. The Non Frost Susceptible (NFS) material is available at Thule. The material is free;

however, the Contractor will have to process the material to achieve the proper gradation as required by the specifications. Please refer to Appendix B for location of the NFS Borrow Site.

h. Road closures shall be coordinated by the contractor, in collaboration with Contracting

Officer Representative (COR) with Thule Air Base BCE Office at least 10 calendar days prior to closure.

i. Use of European Union (EU) Standards:

The option of using either US steel profiles or EU profiles is up to the Contractor. If

EU profiles are used for the structure then the Contractor shall submit a detailed table with strength and section properties for the selected shapes. This is to ensure quicker reviews of submittals and shop drawings by the engineer of record. The tables should provide enough information to make a direct comparison between the selected EU profile and the designed US profile. At a minimum, the profile tables shall include the following cross section information: steel strength, nominal weight, area, depth, thicknesses of the flange and web, moment of inertia (I), radius of gyration (r), and section modulus (S) of each selected shape.

For steel deck selections, the Contractor shall provide loading calculations and the manufacturer's loading tables for each selected section as per the specification requirements. The submitted product and design data for each deck selection shall include the depth, thickness, section modulus (S), moment of inertia (I), applicable dead and live loading, and designed span. As per the specifications, the Contractor will also submit shop drawings for the steel decking. If the Contractor chooses to use multiple steel deck sizes, the shop drawings shall indicate which selected sizes will be placed in the different areas of the building.

For all structural elements of the building, including bolts, fasteners, and misc. steel, the selected shapes and sizes will be submitted to the engineer of record for approval via the submittal process. Property tables, loading data, product data, and shop drawings shall be submitted similar to described above to ensure the ease of review and quick replies back to the Contractor. Enough information shall be provided to make a

00 80 00.00 18 - 6 direct comparison between the selected items and the designed items from the project plans, details, and specifications.

This recommendation is advantageous for the Contractor to ensure submittals are reviewed quickly and to help prevent project delays due to resubmission of submittals.

All structural steel, fasteners, primers, and galvanizing shall adhere to US standards at a minimum. If products are designed as per EU codes and standards, then the Contractor must also ensure that the products meet or exceed the US standards and provide this information with the submittal.

j. Specific Project description Includes:

1. General

Any damage to US Government property shall be repaired or replaced to their original condition by the Contractor, to the satisfaction of the

Contracting Officer, at no additional cost to the US Government.

Special attention shall be paid to possible electrical cables and systems in the work area. Contact the CCI to verify alignment.

2. Contract Description:

General

Replacement of existing cooling system with new and rebuilt cooling water system.

Cooling Project includes demolishing off following:

two units of Water Chillers (CH-1, CH-2) three Chilled Water Pumps (CHWP-1, CHWP-2, CHWP-3) three Glycol Water Pumps (GWP-1, GWP-2, GWP-3) three Building Chilled Water Pumps (BCHWP-1, BCHWP-2, BCHWP-

3) four units of Glycol-Coolers (HD-A, HD-B, HD-C, HD-D) existing pneumatically operated louvers for the Glycol Coolers existing software and control-panels etc. for the Water Chillers and the

Glycol Coolers

Cooling Project includes replacing two existing Water Chillers (CH-1, CH-2) as product TRANE RTHA 130 operating on R22 refrigerant with two new Water Chillers as product TRANE CGWQ-40 operating on R410A refrigerant. All possible electrical connections for equipment shall be done and functions tested before shipment to TAB. The work shall include including necessary steel piping for tie-in to existing pipe system.

Cooling Project includes upgrade existing control system as product

TRANE TRACER 100 to the latest edition of this Control System as

00 80 00.00 18 - 7 product TRANE TRACER SUMMIT for control of new chillers and new glycol-coolers with auxiliary, pneumatically operated louvers and pumps. The new control system shall be installed with interface to sensors and equipment installed at existing Chiller Control System. The new system shall control all new four Glycol Coolers provided with

VFD operation instead of the two-speed motors used for the existing units. All possible electrical connections for equipment shall be done and functions tested before shipment to TAB. Functional Description or

Sequence of Operation for Cooling Control System according to existing Cooling Control System (refer Dwg. M-180 & M-181).

The TRANE TRACER SUMMIT control system shall be prepared to communicate to external control systems as TREND or similar via

BACH-NET in order to handle alarms or changes of set-points etc.

Cooling Project includes replacing existing three Chilled Water Pumps

(CHWP-1, CHWP-2, CHWP-3) with three new Chilled Water Pumps as make Grundfos including necessary steel piping for tie-in to existing pipe system.

Cooling Project includes replacing existing three Glycol Water Pumps

(GWP-1, GWP-2, GWP-3) with three new Glycol Water Pumps as make Grundfos including necessary steel piping for tie-in to existing pipe system.

Cooling Project includes replacing existing three Building Chilled

Water Pumps (BCHWP-1, BCHWP-2, BCHWP-3) with three new

Building Chilled Water Pumps as make Grundfos including necessary steel piping for tie-in to existing pipe system.

Cooling Project includes to replace existing four units of glycol-coolers as product YOUNG RADIATOR COMPANY with four new units of glycol-coolers as product COOLING PRODUCT, INC. Model Glycol

Cooler 1M24-24141 / 171B6-24-04 for heavy arctic duty. All possible electrical connections for equipment shall be done and functions tested before shipment to TAB. The work shall include construction of support/foundation for the new Glycol Coolers including necessary steel piping for tie-in to existing pipe system.

Cooling Project includes to replace existing system for warm air recirculation as wall (and floor) mounted pneumatically operated louvers with a new system of wall (and floor) mounted pneumatically operated louvers as product COOLING PRODUCT, INC. model

Aluminum, API-661 design and construction and Opposed Acting for heavy arctic duty.

Cooling Project includes new lagging and condenses insulation of pipe connections to the new Water Chiller units including the Pumps.

00 80 00.00 18 - 8

Cooling Project includes necessary shop drawings.

The project includes all necessary asbestos decontamination for all installations.

Electrical work includes demolition of abandoned installation for existing cooling water system. Adjustment of installation for existing motors according to drawings, installation for new motors according to drawings

Perform new installation suitable for 480/277 V three phase 3 wire, 60 HZ and 208/120 V three phase four wire 60 HZ.

The existing circuit breakers in existing panels for the new compressor 1 and 2 shall be replaced. New wires shall be pulled in existing conduits from the panel to the new compressor. 3 current-carrying wires and 1 ground wire shall be installed.

The existing 9 cooling pumps shall be replaced with new pumps and the existing electrical installation shall be adapted to new pumps.

The 9 cooling pumps are 3 Building Chilled Water Pumps (BCHWP-1, BCHWP-2, BCHWP-3), 3 Chilled Water Pumps (CHWP-1, CHWP-2, CHWP-3) and 3 Glycol Water Pumps (GWP-1, GWP-2, GWP-3).

Two new panels for radiator coolers total 4 circuit breakers three phase, and 2 spare breakers shall be installed according to drawings.

The existing control system for the cooling equipment shall be upgraded.

The new control system for the cooling equipment shall be THRANE

TRACER SUMMIT or equal product.

For each radiator cooler there shall be a push button for activate a reversible motor drive with a predetermine speed.

A gateway from BMS to the control system for the cooling plant will be performed.

The existing installation shall be fully functional during the rebuilding of the plants systems without further costs for the government.

Any and all damaged items during construction (i.e. pipe insulation, cables….) shall be repaired at no additional cost to the Government.

All electrical and mechanical conducting parts in this project shall be bonded and grounded to the existing grounding system. Ground wires shall be included in all circuits. See specification 28 05 26.00 40. Ground fault and overvoltage protection shall be installed in all new circuits.

Cutting and patching shall be kept on an absolute minimum and in accordance with TABI 32-2001. ONLY experienced and skilled installer shall perform cutting and patching.

Execute cutting, fitting, and patching, to complete Work, and to:

00 80 00.00 18 - 9

1. Fit the several parts together, to integrate with other Work.

2. Uncover Work to install or correct ill-timed Work.

3. Remove and replace defective and non-conforming Work.

4. Remove samples of installed Work for testing.

5. Provide openings in elements of Work for penetrations of mechanical and electrical Work.

Execute work by methods to avoid damage to other Work, and to provide proper surfaces to receive patching and finishing.

Cut masonry and concrete materials using masonry saw or core drill.

Restore Work with new products in accordance with requirements of Contract Documents.

Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

Maintain integrity of wall, ceiling, or floor construction;

completely seal voids.

At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids must be fire-stopped by an approved or listed method in accordance with ASTM E814, to full thickness of penetrated element.

Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for assembly, refinish entire unit.

Identify hazardous substances or conditions exposed during the

Work to CCI for decision or remedy.

Submit written request in advance of cutting or altering elements affecting:

1. Structural integrity of element.

2. Integrity of weather-exposed or moisture-resistant elements.

3. Efficiency, maintenance, or safety of element.

4. Visual qualities of sight exposed elements.

5. Work of Owner or separate contractor.

Spare parts

a. Contractor must deliver mechanical and electrical spare parts for the project under current regulations and specifications.

b. Contactor must deliver a list for expected spare parts in a period of 2 years.

2. LIQUIDATED DAMAGES – CONSTRUCTION (SEP 2000)

00 80 00.00 18 - 10

a. If the Contractor fails to complete the work within the time specified in the contract, or any extension, the Contractor shall pay to the Government as liquidated damages, the sum of

$1760.00 for each day of delay.

b. If the Government terminates the Contractor's right to proceed, the resulting damage will consist of liquidated damages until such reasonable time as may be required for final completion of the work together with any increased costs occasioned the Government in completing the work.

c. If the Government does not terminate the Contractor’s right to proceed, the resulting damage will consist of liquidated damages until the work is completed or accepted.

d. At a time the project is physically complete but is functionally complete to the satisfaction of the Government, the Government at its sole discretion may accept transfer of the facility or project provided that the remaining work to be done “punchlist” is completed no later than 30 days from the date of transfer. In this case the contactor shall pay a liquidated damages for punchlist items not completed in the daily amount of $440.00 per day commencing after 30 days of project transfer or after date required for project completion (including all extensions), whichever occurs later.

3. EQUAL OPPORTUNITY PREAWARD CLEARANCE OF SUBCONTRACTS

(1984 APR)

Notwithstanding the clause of this contract entitled "Subcontracts", the Contractor shall not enter into a first-tier subcontract for an estimated or actual amount of $1 million or more without obtaining in writing from the Contracting Officer a clearance that the proposed subcontractor is in compliance with the equal opportunity requirements and therefore is eligible for award.

4. INSURANCE - WORK ON A GOVERNMENT INSTALLATION (APR 1984)

a. The Contractor shall procure and maintain during the entire period of his performance under this contract the following minimum insurance:

(1) General Liability Insurance (comprehensive form of policy):

Bodily injury liability - $500,000 per occurrence.

(2) Automobile Liability Insurance (comprehensive form of policy):

Bodily Injury Liability - $200,000 per person and $500,000 Per Accident.

Property Damage Liability - $20,000 per accident.

(3) Workmen's Compensation and Employer's Liability Insurance:

Compliance with applicable workmen's compensation and occupational disease statutes is required. Employers, liability coverage in the minimum amount of $100,000 is also required.

b. Prior to the commencement of work hereunder, the Contractor shall furnish to the

Contracting Officer a certificate or statement of the above required insurance. The policies evidencing required insurance shall contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the interests of the Government in such

00 80 00.00 18 - 11 insurance shall not be effective for such period as may be prescribed by the laws of the State in which this contract is to be performed and in no event less than thirty (30) days after written notice thereof to the Contracting Officer.

c. The Contractor agrees to insert the substances of this clause, including this paragraph c., in all subcontracts hereunder. (FAR-52.228-5)

5. PERFORMANCE OF WORK BY THE CONTRACTOR: (1984 APR)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least twenty (20) percent of the total amount of work to be performed under-the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government. (FAR 52.236-1)

6. WARRANTY OF CONSTRUCTION: (MAR 1994)

See Section 00700 CONTRACT CLAUSES.

7. CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in 4 copies. Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company and shall contain the name and address -of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the

Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements. (ECI 7-670.3)

8. IMPLEMENTING GUARANTEES

At any time subsequent to the acceptance by the Government of a completed installation under this contract, which installation is required to be covered by a specific guarantee under the terms of the various sections in the TECHNICAL PROVISIONS, the Base Commander will be an authorized party for the purpose-of implementing the provisions of such guarantees in behalf of the Government.

9. BID BOND (MAR 1989)

See Bid Bond Clause of Contract Clauses.

10. CONTRACT DRAWINGS, MAPS AND SPECIFICATIONS

See contract clause entitled CONTRACT DRAWINGS, MAPS AND SPECIFICATIONS in

Section 00700 CONTRACT CLAUSES.

For a listing of the contract drawings see the Index Drawing.

11. RECORD DRAWINGS

00 80 00.00 18 - 12

a. General: The Contractor will maintain as-built drawings during the construction period and will submit final record drawings at the completion of individual facilities. The Government will provide to the Contractor the CAD (Computer-Aided Drafting) files consisting of compact

(computer) disks or magnetic media of the drawing files in the AutoCAD format for the project.

The Contractor is required to make prints or Mylars from the CAD files and continuously maintain drawings to show current as-built conditions for the duration of the construction. Except for updates as indicated below, the Contractor may maintain as-built drawings by marking up drawings by hand or by CAD methods. Scanned drawings will not be acceptable. If the

Government cannot provide CAD files for the project drawings, Mylar (reproducible) drawings will be provided. The contractor will then be required to comply with all requirements indicated herein by the use of hand drafting.

b. Progress As-built Prints: During construction the Contractor is responsible for maintaining up to date one set of paper prints to show as-built construction conditions. These prints shall be kept current and available on the job site at all times. All changes from the contract plans, which are made in the work, or additional information, which might be uncovered in the course of construction, shall be accordingly and neatly recorded as they occur by means of details and notes. The as-built prints will be jointly inspected for accuracy and completeness by the

Contracting Officer's Representative and a responsible representative of the Contractor prior to submission of each monthly pay estimate. Partial payment will be withheld (amount to be determined) if the monthly review of as-built drawings reveals inaccuracies or incompleteness of as-built conditions.

Progress as-builts shall show the following information, but not limited thereto:

(1) The location and description of any utility lines, valves, or other installations of any kind within the construction area. The location includes dimensions to permanent features. Average depth below surface shall also be indicated. The location of all under-ground utility lines, valve boxes or other items shall be located using a minimum of two tie-point dimensions. All dimensions must be taken from permanent structures or points that will remain after the construction work is completed.

(2) The location and dimensions of any changes with the building and structure.

(3) Correct grade or alignment of roads, structures or utilities if any changes were made from the contract plans.

(4) Correct elevations if changes were made in site grading.

(5) Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor including but not limited to fabricated, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

(6) The topography and grades of all drainage installed or affected as part of the project construction.

(7) All changes, which result from contract modifications.

00 80 00.00 18 - 13

(8) Where contract drawings or specifications allow options, only the option selected for construction shall be shown on the as-built prints.

(9) Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler and irrigation systems.

(10) All amendments to the contract drawings issued during the solicitation period shall be posted on the as-built drawings.

c. Hand Drafting: All additions and corrections to the contract drawings shall be neat, clean and legible, and shall match the adjacent line work and/or lettering being annotated in type, density, size and style. All drafting work shall be done using the same medium (pencil, plastic lead or ink) that was employed on the original contract drawings and with graphic lead on paper base material. The title block to be used for any new as-built drawings shall be similar to that used on the original contract drawings.

d. Protection of Records: The Contractor shall be responsible for the protection and safety of

Mylars and CAD record until returned to the Contracting Officer. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced by the Contractor at his expense.

e. 50% As-Built Update: At the 50% point in construction of this project (as determined by progress payments) the Contractor will update the CAD files of the project drawings in the appropriate CAD program to show as-built conditions as above, and submit an updated computer disk and one set of prints to the Contracting Officer for approval. If Mylars only are provided to the Contractor, they shall be updated at this stage using hand drafting as specified herein, and the

Contractor shall submit one set of prints to the Contracting Officer for approval. The Contractor shall make any required corrections before payment will be approved for this item. The

Contractor must use the updated CAD record or Mylar drawings to produce required prints.

f. Preliminary Record Drawing Submittal: At least thirty calendar (30) days before the anticipated date of final acceptance inspection the Contractor shall deliver two copies of progress prints showing final as-built conditions to the Contracting Officer for review and approval. These prints shall correctly show all the features of the project as it has been constructed, adding such additional drawings as may be necessary. They shall be printed from the CAD files updated in the appropriate CAD program or from updated Mylars if Mylars only were provided to the

Contractor. Within ten days, the Government will provide the Contractor one set of prints indicating required corrections to the preliminary submittal. Contractor will correct and resubmit within 5 days. Any required subsequent review and resubmission periods will each be accomplished within 5 days. Upon Government approval of the preliminary submittal, the

Contractor will prepare final record drawings.

g. Record Drawing Submission: In the appropriate CAD program each drawing shall be marked with the words "RECORD DRAWING AS-BUILT" followed by the name of the

Contractor in font which will print at least 3/16" high. All revisions to the original contract drawings will be dated in the revision block. All prints and Mylars must be reproduced from the updated CAD files. If Mylars only were provided to the Contractor, they shall be hand-lettered or stamped as indicated above, and revisions shown in revision block. A minimum of 5 calendar days before the anticipated date of final acceptance inspection of the project the Contractor shall deliver to the Contracting Officer:

Three (3) CD's (ROM) of CAD files of Record Drawings;

00 80 00.00 18 - 14

One set of Mylar Record Drawings, and;

Two (2) copies of prints of Record Drawings.

Failure to make an acceptable submission of Record Drawings will delay the Final Acceptance

Inspection for the project and shall be cause for withholding any payment due the Contractor under this contract.

h. Property: All paper prints, reproducible drawings and CAD files will become property of the Government upon final approval. Approval and acceptance of the final record drawings shall be accomplished before final payment is made to the Contractor.

i. Payment: An item entitled "Final Record Drawing Submission" occurs in the Bid/Proposal

Schedule for work/deliverable under this contract. The Contracting Officer has established the amount shown in the Bid Schedule for this work/item. This item becomes a part of the overall

Contractor's price, but payment shall be withheld until the "Final Record Drawing Submission" have been approved and accepted by the Contracting Officer.

12. DESIGNATION OF PROPERTY ADMINISTRATOR

The Chief, Property and Accounting Section, US Army Engineer District, New York, Jacob K.

Javits Federal Building, 26 Federal Plaza, New York, N.Y. 10278-0090 is designated as Property

Administrator in connection with this contract. Contractor shall coordinate with Resident

Engineer for further information.

13. PHYSICAL DATA

Information and data furnished or referred to below are furnished for the Contractor's information. However, it is expressly understood that the Government will not be responsible for any interpretation or conclusion drawn there from by the Contractor. (FAR 52.236-4) (APR 1984)

a. Geographic Conditions: Thule Air Base is located above the Arctic Circle on the western coast of Greenland. The entire region has been glaciated and the existing soil is generally permafrost, which exists from 1 to 6 feet below the surface and to a measured depth of 1,600 feet.

b. Weather Conditions: Data and information furnished or referred to below is for the

Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor. Weather and storm conditions are listed in the project specifications. Contractor shall take into consideration the typical weather conditions depicted therein in planning the work to be performed under this contract.

Typically, exterior work (or work outside) may commence on or about 15 June and continue through 15 September; give or take a few weeks. Contractors shall take this into consideration in planning the work even though the contract may allow a performance period well into October.

(1) Average winter temperature is 20 to 30 degrees F below zero while average summer temperature is 40 to 50 degrees F above zero. Thawing starts in early June and continues until

September, when the thawed active layer of soil has its maximum thickness.

(2) The prevailing winds are westerly in the summer and easterly in the winter. Winds of

125 miles per hour, predominantly from the east, occur at infrequent intervals. Winds above 150 miles per hour have been experienced on occasional; precipitation is only 4 inches annually;

however, winter "blow snow" from the glacier to the east causes some snowdrift formation.

00 80 00.00 18 - 15

(3) Thule has total daylight during the months of May through August and total darkness during the months of mid-November through almost the end of January. The months of February, March, April, September, October and November experience both darkness and daylight hours, though at a varied rate.

c. Construction Constraints: The project may be severely influenced by inherent geographical and climatic conditions noted above. Access to Thule AB for personnel materials and equipment is limited to surface transportation as described in paragraph entitled TRANSPORTATION AND

PROCESSING OF PERSONNEL MATERIALS AND EQUIPMENT.

14. PRICING OF ADJUSTMENTS

When costs are a factor in any determination of a contract price adjustment pursuant to the

Changes clause or any other clause of this contract, such costs shall be in accordance with Part 31 of the Federal Acquisition Regulation and DFARS 252.215-7000 (DEC 2012) as follows:

In determining whether a pricing adjustment is expected to exceed $100,000, the term "pricing adjustment" shall mean "the aggregate increases and/or decreases in cost plus applicable profits."

15. PAYMENT FOR MATERIALS DELIVERED OFF-SITE

See Section 00700 CONTRACT CLAUSES.

16. EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

a. All allowable cost for construction and marine plant and equipment in sound work-able condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data when the Government can determine both ownership and operating costs for each piece of equipment or equipment groups of similar serial and series from the contractor's accounting records. When both ownership and operating costs cannot be determined from the contractor's accounting records, equipment costs shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense

Schedule." Regional working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate maybe developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retrospective pricing, the schedule in effect at the time the work was performed shall apply. (This manual can be ordered from the

Government Printing office by calling telephone number (202) 783-3238. There is a charge for the manual.

b. Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and

FAR 31.205-36 substantiated by certified copies of paid invoices. Rates for equipment rented from an organization under common control, lease-purchase or sale-leaseback arrangements will be determined using the schedule except that rental costs leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees are allowable. Costs for major repairs and overhaul are unallowable.

c. When actual equipment costs are proposed and the total amount of the pricing action is over $25,000, cost or pricing data shall be submitted on Standard Form 1411, "Contract Pricing

00 80 00.00 18 - 16

Proposal Cover Sheet." By submitting cost or pricing data, the Contractor grants to the

Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs.

After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

17. ALTERATIONS IN CONTRACT (APR 1984)

Portions of this contract are altered as follows:

a. Add the following sentence to paragraph 11g, of Contract Clause: SPECIFICATIONS

AND DRAWINGS FOR CONSTRUCTION (1984 APR):

"Upon completing the, work under this contract, the Contractor shall furnish a complete set of all shop drawings as finally approved. These drawings shall show all changes and revisions made up to the time the equipment is completed and accepted-" (APR 1984) FAR 52.236-21 Alt. 1

18. AVAILABILITY AND USE OF UTILITY SERVICES (APR 1984)

a. The Government shall make all reasonably required amounts of utilities available to the contractor from existing outlets and supplies, as specified in the contract. Unless otherwise provided in the contract, schedule or specifications, the amount of each utility service consumed shall be free of charge to the Contractor. The contractor shall carefully conserve any utilities furnished without charge.

b. The Contractor, at his expense and in a workmanlike manner satisfactory to the Contracting

Officer, shall install and maintain all necessary temporary connections and distribution lines.

Before final acceptance of the work by the Government, the Contractor shall remove all temporary connections, distribution lines, and associated paraphernalia. (FAR 52.236-14)

c. Water: All reasonably required amounts of water will be made available to the Contractor by the Government from such existing water system outlets and supplies, without cost to the

Contractor for the water he consumes. The contractor shall, at his own expense, in a workmanlike manner satisfactory to the Contracting Officer, install and maintain any necessary water supply connections and piping required to obtain water from the existing system. All temporary lines shall be chlorinated prior to connection to existing lines.

d. Electricity: All reasonably required amounts of electric power will be made available to the

Contractor by the Government from Government owned or operated electrical systems and supplied without cost to the Contractor. The Contractor shall install and maintain at his own expense any necessary supply connections and facilities but only at such locations and in such workmanlike manner as may be authorized by the Contracting officer. Before final acceptance temporary connections and facilities installed by the Contractor shall be removed in a workmanlike manner to the satisfaction of the Contracting Officer.

19. SALVAGE MATERIALS AND EQUIPMENT

The Contractor shall maintain adequate property control records for all materials or equipment specified to be salvaged. These records may be in accordance with the Contractor's system of property control, if approved by the property administrator. The Contractor shall be responsible for the adequate storage and protection of all salvaged materials and equipment and shall replace, 00 80 00.00 18 - 17 at no cost to the Government, all salvage materials and equipment which are broken or damaged during salvage operations as-the result of his negligence, or while in his care.

20. IDENTIFICATION OF GOVERNMENT-FURNISHED PROPERTY (APR

1984)

a. The Government will furnish to the Contractor the property identified below. The property will be delivered at the project site. When the property is delivered, the Contractor shall verify its quantity and condition and acknowledge receipt in writing to the Contracting Officer. The

Contractor shall also report in writing to the Contracting officer within 72 hours of delivery any damage to or shortage of the property as received. All such property shall be installed or incorporated into the work at the expense of the Contractor, unless otherwise indicated in this contract.

b. Each item of property to be furnished under this clause shall be identified in the Schedule by Quantity, item and description.

Item No. Description Quantity

1. POL Products Arctic Diesel Fuel

Mogas

Lubricant Oil SAE 1OW30

Gear oil

Hydraulic oil HDO, 10 & 30

Antifreeze

2. Arctic Parkas…