Atch 01 - FA2523-09-R-0001 Final Design Submittal Specifications

FINALUS AIR FORCE SPACE COMMAND

ROJECT WWCX 07-1017

IRE SUPPRESSION AT DET-3

HULE AIR BASE, GREENLANDT

P

F

INAL DESIGN SUBMITTAL F

PECIFICATIONS S

ebruary 22, 2008 F

ISC Rådgivende Ingeniører ISC Consulting Engineers

Øster Allé 31, DK-2100 København Ø Telephone: +45 35 27 88 00 Fax: +45 35 27 88 44 http:\\www.isc.dk E-mail: info@isc.dk

US AIR FORCE – SPACE COMMAND FINAL

EENLAND

ebruary 22, 2008

A JO HHL LDR N/A

THULE AIR BASE, GR

PROJECT WWCX 07-1017

FIRE SUPPRESSION AT DET-3

FINAL DESIGN SUBMITTAL

SPECIFICATIONS

F

Final Submittal

2008.02.22 N/

98% Submittal

02.07 L LDR N/A 2008. N/A JO HH

95% Subm N/A JO ittal

01.15 HHL LDR N/A 2008.

90% Submittal

2007.12.21 N/A JO HHL LDR N/A

65% Subm 2007. N/A JO HHL ittal

11.16 LDR N/A

QUALITY CONTROL USAF Project Project

Designer Technical Reviewer

Responsible Partner Comments

Included Manager

ISC Rådgivende Ingeniører ISC Consulting Engineers

WWCX 07-1017

FIRE SUPPRESSION AT DET-3 FINAL

SPECIFICATIONS, FEBRUARY 22, 2008 INDEX-1

H:\07086 Fire Suppresion\word\SPECIFICATIONS\SPEC_0.DOC

INDEX

IVISION 0 - GENERAL REQUIREMENTS

00100 – CORRESPONDENCE IN ENGLISH

RMS

IVISION 1 - PROJECT REQUIREMENTS

01090 – CODES, REGULATIONS AND STANDARDS

01300 – ADMINISTRATIVE REQUIREMENTS

TTAL PROCEDURES

01400 – QUALITY REQUIREMENTS

ING OF CONTAMINATED MATERIAL

USE OF HAZARDOUS MATERIALS

TAL PROTECTION

02111 – EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02230 – SITE CLEARING

02315 – EXCAVATION AND FILL

02320 – BACKFILL

IVISION 3 - CONCRETE

03200 – CONCRETE REINFORCEMENT

03300 – CAST-IN-PLACE CONCRETE

DIVISION 5 - METALS

05120 – STRUCTURAL STEEL (DELETED)

DIVISION 8 – DOORS AND WINDOWS

08114 – STANDARD FIRE RATED STEEL DOORS

D

00200 – INFORMATION TO OFFERORS

00400 – AIR FORCE FO

01100 – SUMMARY

01330 – SUBMI

01600 – PRODUCT REQUIREMENTS

01700 – EXECUTION REQUIREMENTS

DIVISION 2 - SITE WORK

02060 – AGGREGATE

02111 – EXCAVATION AND HANDL

02082 – PROVISIONS FOR

02083 – ENVIRONMEN

SPECIFICATIONS, FEBRUARY 22, 2008 INDEX-2

H:\07086 Fire Suppresion\word\SPECIFICATIONS\SPEC_0.DOC

IVISION 9 – FINISHES

09960 – HIGH-PERFORMANCE COATINGS

IVISION 13 – SPECIAL CONSTRUCTION

13448 – ELECTRICAL CONTROLS AND RELAYS

-ACTION FIRE SUPPRESSION SPRINKLERS

TORAGE TANKS

16050 – BASIC ELECTRICAL MATERIALS AND METHODS

16095 – MINOR ELECTRICAL DEMOLITION

16123 – BUILDING WIRE AND CABLE

16130 – RACEWAY AND BOXES

16133 – CABLE TRAYS

16411 – ENCLOSED SWITCHES

16423 – ENCLOSED CONTACTORS

16442 – PANEL BOARDS

16900 – EL TRACING

END OF INDEX

13851 – FIRE ALARM

13930 – WET PIPE AND PRE

DIVISION 15 - MECHANICAL

15450 – FIREWATER S

DIVISION 16 - ELECTRICAL

SPECIFICATIONS, FEBRUARY 22, 2008 DWG-1

DRAWING LIST:

Refer drw. no. C – 01

LIST OF ABBREVIATIONS

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

SPECIFICATIONS, FEBRUARY 22, 2008

DIVISION 0

GENERAL REQUIREMENTS

SPECIFICATIONS, FEBRUARY 22, 2008 00100-1

SECTION 00100

All cor this con

END OF SECTION

CORRESPONDENCE IN ENGLISH

respondence and communication between the Contractor and the US Government pertaining to tract shall be in the English language.

SPECIFICATIONS, FEBRUARY 22, 2008 00200-1

SECTION 00200

INFORMATION TO OFFERORS

1. ONS

n all contract documents shall be understood to mean Thule Air

2.

dated damages to the US Government in US Dollars. Instructions

3.

eather conditions at Thule Main Base:

llowing weat

Temper °C (°F)

JAN JUN JUL UG SEP OCT NOV DEC

DEFINITI

The noun “Base” as used i Base, Greenland.

LIQUIDATED DAMAGES

With reference to the provision entitled LIQUIDATED DAMAGES - CONSTRUCTION, the Contractor shall pay liqui regarding place and method of payment will be furnished by the Contracting Officer upon final completion of the contract.

WEATHER CONDITIONS

W

The fo her chart is furnished for convenience only:

ature FEB MAR APR MAY A

Absolut max.

(41)

0 17 (63)

(62)

(57)

(49)

(43)

(39)

(39) e 6 2 6 1

(43) (35) (43) (50)

Mean da max.

-19 (-3) 6)

(38)

(44)

(43)

(32)

-8 (18)

-14 (7)

-19 (-2) ily -21 -22 -22 -3 (-5) (-7) (-7) (2

Mean da min.

-27 (-17) )

-1 (30)

(36)

(35)

-5 (23)

-14 (7)

-22 (-7)

-18 (-1) ily (-19) (-20) (-8) (15

-28 -29 -22 -9

Absolut min.

-39 (-39)

7)

-10 (14)

-4 (24)

-5 (23)

-21 (-5)

-31 (-24)

-35 (-31)

-39 (-39) e (-47) (-44) (-36) (-1

-44 -42 -38 -27

JAN JUN JUL G SEP OCT NOV DEC FEB MAR APR MAY AU

Mean nu of hours daylight per day mber of

44 10 21 2

According to DS 409 and DS 410 the following basic wind velocities, vb, apply:

On-base: v = 42 m/s (94 mph) ph)

English editions are available at:

b

Off-base: vb = 52 m/s (116 m BMEWS-site: vb = 61 m/s (136 mph) DS 409 Dansk Ingeniørforenings Code of Practice for the Safety of Structures.

DS 410 Dansk Ingeniørforenings Code of Practice for Loads for the Design of Structures.

These codes form the common basis for the design and construction of structures.

SPECIFICATIONS, FEBRUARY 22, 2008 00200-2

l orm condition 3

Teknisk Forlag Skelbækgade 4 1780 Copenhagen V Denmark Tel. No. +45 33 26 54

The Contractor shall note the above data regarding wind speeds and take the necessary action for anchoring and protecting equipment and materials stored outdoor. The Contractor shal submit a Site Storage Plan to the CCI with details of the proposed anchoring and protection.

4. STORM CONDITIONS

The following is an indicative listing of Thule Main Base storm conditions 2 and 3. The indicated values are the total accumulated number of hours in each recorded month. All personnel are confined to their dormitories during storm conditions 2 and 3.

Main Base Date Storm condition 2 St

DEC 86 18

JAN 87 55½ 17

FEB 87 3

MAR 87 31½

APR 87 ½

FEB 88 26

OCT 88 20¼

5½

R PERSONNEL

A. he Contractor shall use and employ nationals of the United States of America and/or nland) in the performance of any of the work under this contract ited States of America. The term nationals of Denmark

NOV 88 5

DEC 88 5½

APR 89 9¾

MAY 89 11¾

NOV 89 51½ 15¾

DEC 89 12

FEB 90 16½ 32¼

MAR 90 4

APR 90 5

OCT 90 25

DEC 90 32½ 1

JAN 91 27 12¼

FEB 91 15

MAR 91 16

5. CONTRACTO

T Denmark (including Gree unless otherwise authorized in advance by the Contracting Officer in writing. The term nationals of the United States of America as used here in shall mean all persons who have a permanent residence in the United States of America and all persons who are citizens (native-born or naturalized) of the Un

SPECIFICATIONS, FEBRUARY 22, 2008 00200-3

lud shall mean all persons who are citizens (native-born or

B.

act, with due regard to Contractor cost, vailability, and technical qualifications, unless otherwise authorized in advance by the r.

. Danish contractors are responsible for requiring all nationals of Denmark (including ll have passed "MEDIUM SCREENING" by the anish Ministry of Foreign Affairs in order to qualify for employment, ref. TABR 205-1 para

D. t in speaking, reading and writing nglish.

nnel physically examined by a physician prior to departing r employment in Greenland. Because of the isolated locations, absence of major medical rt, dental, and respiratory systems. Evidence or history of ailments in these reas shall be sufficient cause for disqualification.

shall be under the direction and control of the Contractor, but shall be ubject to the regulations and directives governing the activities of all personnel.

G.

hen such a directive is received, the Contractor shall romptly remove the employee from the base.

6. ENTIFICATION OF CONTRACTOR EMPLOYEES

A. n etal or plastic identification badge to be rnished by the Contractor containing the Company name, employee's name or company employee, if any. All prescribed identification shall immediately be

7.

tor, idual service described d that the contractor provide his own Generators and watertruck ater and electricity in the vicinity.

A.

e ill be billeted in available facilities, usually transient quarters with one

m. Once per week the Contractor shall arrange to bring soiled linen to

(inc ing Greenland) as used herein, naturalized) of Denmark (including Greenland).

Danish contractors shall make maximum use for Danish nationals (including Greenlanders) for the performance of work under this contr a Contracting Office

C Greenlanders) employed at the base to conform to the security requirement established by the US Government. All such personnel sha D 1.2.

The contractor's on-site construction manager must be fluen E

E. The Contractor shall have all perso fo facilities and severe weather conditions in Greenland, emphasis during the examination shall be placed in the hea a

F. Contractor personnel s The Base Commander may direct the Contractor in writing to remove any employee from the base when retention of such employee endangers life, property or security or where such employee violates base regulations. W p

ID

Each Contractor employee will, while on duty at an US Government installation, wear in plai view on the upper portion of the outer garment, a m fu identification number of delivered to the Contractor for cancellation upon release of any employee.

GOVERNMENT FURNISHED ON-SITE SUPPORT

The following support will be furnished by the US Government at no cost to the Contrac nless specifically mentioned as "paid by Contractor" under the indivu below. It is recommende tank) since there is no w(

Housing

1) Work Forc(

Contractor personnel w r two persons to a rooo the Linen Exchange and receive clean replacement linen. As signed billets shall be cleaned by Contractor's own personnel.

SPECIFICATIONS, FEBRUARY 22, 2008 00200-4

1.00 per night for maid service, including weekly linen exchange. Actual rate may iffer based on when projects are awarded.

B. Food service ily employees can eat during existing dining all schedules. The dining hall is located at the Main Base.

C. onsolidated open mess facilities ccess to the Consolidated Open Mess may be authorized at the discretion of the ase Commander.

D. Base exchange ees' ersonal use and shall not be resold.

E.

F. Mortuary Services the event of death of a Contractor employee the Government may be called upon to provide ce with applicable regulations and directives.

lities

H.

evacuated to their respective countries of origin from Greenland due to ccidents or critical illness may be accompanied by base medical personnel, if available.

(2) Contract Manager Personnel The Project Manager may be billeted in VOQ (Visiting Officer's Quarters) and will be charged US dollars 3 d

Contractor employees are able to buy meals at Dundas Base Restaurant where the current da rate for three meals is US dollars 8.30.

Contractor shall arrange the work schedule so that h

C

As available, a B

Contractor personnel are authorized to purchase from the Base Exchange at the discretion of the Base Commander. Merchandise purchased at the Base Exchange shall be for employ p

Available Base Services

Recreational services, bus or base taxi, religious services, and other available services to the extent authorized by the Base Commander.

In any assistance locally available. Any costs incurred through the assistance rendered by the Government in providing this assistance shall be reimbursed to the Government by the Contractor in accordan

G. Medical Faci

Emergency medical care and emergency dental care may be furnished to Contractor personnel at the base consistent with necessary and available capability as determined by the Base Health Service Director.

Base Medical Escorts

Contractor employees a

SPECIFICATIONS, FEBRUARY 22, 2008 00200-5

all be reimbursed by the ontractor.

I.

he Government will provide one parka per employee to the Contractor for use during the parkas will be paid r by the Contractor at a rate equal to the replacement cost of the parkas. No other clothing

J. lass VI (Liquor and Wine) urchase of Class VI items may be extended to Contractor personnel as authorized by the Base ment Maintenance contractor.

ti-freeze, batteries, oil and fuel filters, etc.:

t.

L.

se of the base workshops on a non-interference he

M.

perform the work will be provided from existing sources and outlets at when available. Extensions and final connections to the job site shall or at his expense and as approved by the CCI. Power service

N.

Determination as to the need for such escorts will be the sole responsibility of the Base Health Services Director. All expenses in relation to such medical escorts sh C

Arctic Clothing

T length of the contract. The parkas will be issued at the Base. At the completion of work the Contractor shall return all parkas issued, regardless of condition. Missing fo articles will be provided by the US Government.

C

P Commander.

K. Vehicle and Equip

(1) Maintenance and repair of Contractor-owned vehicles and equipment, including that provided by the Government for performance of the work, is not Government furnished. Such minor maintenance and repair services may be purchased through the BMC

(2) Disposal of used oil, an Handle under provisions of Section 02083.

(3) Government support of Contractor-owned vehicles and equipment as provided in (1) and (2) above shall be limited to the numbers and types as are listed in the attachment in Section J of the solicitation, entitled Contractor Owned or Leased Vehicles and Equipmen

Workshop

The Contractor will be authorized limited u basis, but only during normal workshop hours and after earliest possible coordination with t workshop supervisor.

Utilities

Water and electricity to no cost to the Contractor be made by the Contract characteristics: 3 x 208/120 Volt, 60 Hertz.

If mobile generators are used they shall be of the silent type.

Communication

SPECIFICATIONS, FEBRUARY 22, 2008 00200-6

se complex.

ice is available for outgoing calls from lephone service with USA and Denmark is available through Tele Greenland

O.

ll be available to the Contractor.

P.

vices shall provide their own labor and equipment and/or purchase tors, 8.

ll quantities listed in these Technical Specifications are listed for Government use only

Intra Air Base Telephone Service. The Government-owned telephone service will be available to the Contractor for calls between points within the Ba

Communication with USA Commercial telephone serv the base. All calls are made on "reverse charge" basis. Telephone charges are billed in Malmstrom AFB, Montana, to the point of termination in the USA

All of the above communications are based on a "when available" basis. The Government assumes no responsibility for interruption of service regardless of cause.

Commercial te A/S facilities.

Storage Space

Outside unprotected storage area wi

Port services hips in need of port serS such services from the Base Maintenance Contract (BMC) contractor, Greenland Contrac for support as needed for delivery and removal of material and equipment.

ESTIMATED QUANTITIES

A and resent true and accurate quantities for the work required. The Contractor hall be responsible for confirming and/or estimating the individual quantities required in these ni s Government or its represen-all work listed herein and shall be responsible for

9.

manufacturer name and part number are to ual” item by turer for consideration unless the particular item(s) or equipment are required ng system and it is so stipulated. See the contract clause at 52.211-6,

10. UALITY CONTROL

Q do not necessarily rep s Tech cal Specifications and shall not hold the United State tatives liable for the quantities listed herein. Further, the Contractor awarded the contract resulting from the solicitation shall perform ll work required regardless of the estimated quantities stated. a

PRODUCTS REFERENCED BY NAME

Products, materials, or equipment described by establish trade/quality standards only. The contractor may submit an “or-eq another manufac to conform to an existi Brand Name or Equal

Q

The Contractor shall have a uality Control Inspector (QCI) on site and shall establish and maintain a quality control system for operations. The Contractor shall assure compliance with contract requirements and record his inspections and tests under this system. A copy of these records and tests, as well as the records of corrective action taken, will be furnished to the

SPECIFICATIONS, FEBRUARY 22, 2008 00200-7

al inspection of the works, the Contractor shall within 0 days submit a complete set of all records and tests.

eer or his authorized representative is designated as the representative of the Contracting Officer for the purpose of serving as the Government's CCI, which includes

2.

f the work hereunder the Contractor shall within 30 days deliver to the CCI as-built drawings.

B.

iginals:

. Copies:

C. UTOCAD DRAWINGS, EXECUTION

ording to

AUTOCAD COMPATIBILITY

A 94965 Phone: 415/832-2344.

e supplied with 1 (one) drawing file on 3-1/2

Government on a weekly basis. Upon fin

11. DESIGNATION OF GOVERNMENT INSPECTOR

The Base Civil Engin performing technical surveillance, including workmanship and compliance with the plans and specifications under this contact. This provision in no way authorizes anyone else than the Contracting Officer to commit the Government to changes in the terms of this contract.

DRAWINGS 1

A. AS-BUILT DRAWINGS

Upon final inspection o

DRAWING DELIVERANCE

All required drawings shall be delivered according to the following:

I. Or

(1) 1 (one) drawing file on 3-1/2 inch disk or CD-ROM, compatible to AUTOCAD, version 2000.

(2) 1 (one) set of reproducible prints. Reproducible prints shall be originals on Mylar sheets(75micron(3mille)Foil). Reproducible prints shall not be transparencies.

II

(1) 2 (two) set of non-reproducible prints (blue prints).

A

All projects and "as-built" drawings created by the Contractor shall be executed acc the following:

I.

All drawing files shall be compatible to Autocad version 2000 created by:

Autodesk. Inc.

2320 Marinship Way Sausalito, C

II. WORK DISK

The Contractor will upon request to the CCI b inch disk/CD-ROM containing contract drawings that can constitute the basis of creating the "as-built drawings"

SPECIFICATIONS, FEBRUARY 22, 2008 00200-8

13. NGINEERING RESPONSIBILITIES

rdinate, and manufacture all shop drawings needed to is not to cover every detail of construction or equipment.

ow and experience by subcontractors. The Contractor ary to fully complete the entire work, whether said

C. for the final shop drawings and analysis made by subcontractors l completion and acceptance of period and have authorization to act for the Contractor.

entitled ACCIDENT PREVENTION and US Army Corps of Engineers Safety and Health Requirements Manual

The Base Safety Officer will investigate or participate in the Contractor's investigation of all orking environment exists.

hall establish his own requirements and take necessary precautions to ensure that weather does not impose unsafe conditions. The Contractor shall ensure that equipment ured to prevent their movement during wind onditions.

al of fire prevention practices in accordance with TABI 32-2001 and brief his employees accordingly.

15. ACCIDENT REPORTING PROCEDURES

In the event of an accident involving Government personnel or property, the Contractor shall submit a report to the Contracting Officer in letterform that will include the following:

E

A. It is the Contractor's responsibility to coo execute the contract in a proper and workmanlike manner and in strict accordance with the contract documents.

B. The intention of these specifications

The Contractor shall consider know-h shall furnish and install all parts necess details are particularly shown, specified or not.

The Contractor is responsible of major components.

D. During the whole construction period of this contract and unti the work, the Contractor shall provide a Superintendent whose qualifications are satisfactory to the Contracting Officer. A Superintendent shall be on the site during the whole construction

14. SAFETY

The Contractor shall ensure compliance with the Contract Clause

EM 385-1-1, and report all mishaps resulting in injury/occupational illness to Contractor or US Government personnel, as well as any damage to U. S. Government property, to the CCI and the Base Safety Officer.

mishaps, involving injury or damage as described above. The Base Safety Officer will ensure that required reports are processed.

The Contractor and the Base Safety Officer will cooperate in resolving safety matters and establish a close coordination to ensure that a continuously safe and healthy w

The Contractor s and associated materials are properly sec c

The Contractor shall obtain the CCI's approv

SPECIFICATIONS, FEBRUARY 22, 2008 00200-9

hronological account of the accident

16.

All Contractor personnel shall attend:

ill rating procedures, severe weather procedures, safety, and ther subjects as appropriate.

A fire prevention orientation.

17.

uch is deemed necessary, the contractor shall attend the conference.

18. MATERIAL SPECIFICATIONS

A. All equipment, material and articles incorporated into the work covered by this contract shall be new and of the most suitable grade for the purpose intended.

B. References in the specifications to equipment, material, articles or patented processes by trade name, make or catalog number, shall be regarded as establishing a standard of quality and shall not be construed as limiting competition, unless otherwise specifically provided in the Contract Documents.

C. The Contractor shall obtain the CCI's approval of the machinery, mechanical equipment and all other equipment to be incorporated in the work.

D. Items that do not have the required approval shall be installed or used at the risk of subsequent rejection, and replacement shall take place at no expense to the Government.

E. Materials specified in the specifications by item description only shall be the best of their respective kind.

F. Only non-defect materials can be used.

G. The Contractor shall provide certification that all construction materials contain no asbestos, PCB, lead, and ozone depleting substances.

a. Time and date of occurrence.

b. Place of occurrence.

c. A list of personnel directly involved.

A narrative description of the accident that includes a c and circumstances.

BASE ORIENTATION BRIEFING

A base orientation briefing within two weeks of the date of arrival at base. The briefing w include information on base ope o

PRE-PERFORMANCE CONSTRUCTION CONFERENCE

The contracting officer may require a Pre-performance or Pre-construction Conference prior to the start of the work. If s

SPECIFICATIONS, FEBRUARY 22, 2008 00200-10

19. TRANSPORTATION AND HAND

A. Transportation and handling shall be carried out with due respect to existing installations and facilities and to coinciding proje without causing nuisance to the normal traffic and work at Thule Main Base and Site.

d equipment used in this project shall be shall be repaired without any costs to the

ERTY

t

LING

cts in the same area and

Any damage to existing facilities, or material an deemed the responsibility of the Contractor and Government.

Materials will be delivered containerized, to the extend possible, and containers shall be emptied 36 hours after receipt.

20. PROTECTION OF GOVERNMENT PROP

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 cos to the US Government.

SPECIFICATIONS, FEBRUARY 22, 2008 00400-1

SECTION 00400

AIR FORCE FORMS

21. 20BPROGRESS SCHEDULES (AF FORM 3064)

The Contractor shall submit AF Form 3064, CONTRACT PROGRESS SCHEDULE to the Contracting Officer through the CCI. The form shall be completed in accordance with the instructions on the reverse side of the form and submitted in four copies. The Progress Schedule shall show all work to be performed within the construction period. A copy of the progress schedule shall be sent to Keith Johnson, keith.johnson@dla.mil.

22. 21BPROGRESS REPORTS (AF FORM 3065)

In order to determine actual progress of work the Contractor shall submit AF Form 3065, CONTRACT PROGRESS REPORTS to the Contracting Officer covering no more than one calendar month at a time. Report shall be submitted in 4 copies.

23. 22BMaterial Approval Submittal Form (AF Form 3000)

Within 10 days after commencement of work, or as otherwise established by the Contracting Officer, all materials and articles requiring approval, as contemplated by the "Materials and Workmanship" clause, shall be submitted by the Contractor by means of AF Form 3000. Four originals of the form shall be provided for each submittal.

Shop drawings and other submittals shall be submitted as required by the Specifications by use of AF Form 3000.

SPECIFICATIONS, FEBRUARY 22, 2008 01090-1

01090

CODES, REGULATIONS AND STANDARDS

PART 1 GENERAL

All work shall be executed in strict accordance with the following:

1.1 General Law and Regulations issued by Public Authorities.

1.2 Instructions from the Contracting Officer and the CCI.

1.3 Approved Tests of Work Procedures and Materials.

1.4 Conditions in force according to special agreement.

1.5 These technical specifications.

1.6 The applicable drawings. Drawings in larger scale shall supersede drawings in small scale.

1.7 Standards Governing Environmental protection for US installations in Greenland (Final Governing Standards (FGS)).

1.8 Spill Prevention and Response Plan, Thule Air Base.

1.9 Hazardous Waste Management Plan.

1.10 Natural Cultural Resource Management Plan.

1.11 Solid Waste Management Plan, Thule Air Base.

1.12 Consolidated Act of Working Environment No. 268 of 18 March 2005 as subsequently amended issued by the Danish Ministry of Employment.

1.13 Asbestos Management Plan

1.14 Chemical Hazard Communication Program

1.15 Thule Air Base Instruction 32-2001.

The documents may be obtained from GC/CE.

SPECIFICATIONS, FEBRUARY 22, 2008 01090-2

SPECIFICATIONS, FEBRUARY 22, 2008 01100-1

SECTION 01100

SUMMARY

PART 1 GENERAL

1.1 SECTION INCLUDES

A. General.

B. Contract description.

C. Contractor's use of site and premises.

D. Owner occupancy.

1.2 GENERAL

A. Protection of Government Property

1. 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.

2. Special attention shall be paid to possible electrical cables in the work area.

Contact the CCI to verify alignment.

1.3 CONTRACT DESCRIPTION

A. General description

1. Project aims to locate 1 (one) firewater tank for water storage for use in sprinkler system at DET-3. The tank shall be located on existing concrete foundations and have easy access from roads. The tank shall be delievered as pre-fabricated modules/parts to TAB.

B. Location of work area.

1. Firewater tank storage area.

a. The Fire Water Tank shall be located north of Building #1824

C. Civil work description

1. Excavation

a. Conduct soil tests for hydrocarbons in all excavations.

b. Excavate contaminated soil according to section 02111.

c. All contaminated soil shall be transferred to an appointed storage area not more than 4 miles away. The storage area for contaminated soil to be coordinated with Environmental Engineering.

Separate oil and water and deposit.

d. Excavate to contours and elevations given on drawings and in specifications.

SPECIFICATIONS, FEBRUARY 22, 2008 01100-2

e. Excavate material for backfilling and construction of foundations and landscaping from NFS. Screen all materials to accommodate section 02060.

f. Excavate if necessary to establish surrounding parking area for Fire Department trucks and equipment.

g. Excavate if necessary to establish access road from existing road.

2. Backfilling and compacting

a. Construct excavations according to drawings. Backfill over-excavated areas with material as specified in section 02060 and compact.

b. Spread and compact non-frost susceptible (NFS) materials under foundations. The foundations are directly founded on NFS-compacted gravel.

c. Backfill if necessary to establish surrounding parking area for Fire Department trucks and equipment.

d. Backfill if necessary to establish access road from existing road.

e. Restore landscape to same appearance as the surroundings.

3. Concrete work

a. Remove anchor bolts for existing tank

b. Clean and prepare surface of existing foundation for firewater tank.

c. Position and fasten new anchor bolts.

d. Cast concrete on concrete pavement where to cover new pipe culverts.

D. Mechanical work description

1. Demolition

a. Demolish existing firewater tank, pipe culverts and piping. Ref. dwg. D-

2. Fire Water Tank

a. Deliver one completely pre-fabricated firewater tank to be installed on existing concrete foundation. All possible electrical connections for equipment shall be done and functions tested before shipment to TAB.

3. Piping.

a. Install new stainless steel piping in Mechanical Room #116.

b. Install new PEH firewater pipes in existing culvert

c. Install steel pipes for electrical cables in pipe culvert.

E. Electrical work description

1. Working requirements

The electrical work consists of the complete electrical installations for frost protection of the external fire water tank and the pipe connections with auxiliary valves.

The installations consist of supply and control of the electrical heating units in the water tank and the electrical tracing of pipes and valves by use of self regulatory heating cables.

The electrical work consists of:

- Dismantling and disposal

- Installation and mounting

SPECIFICATIONS, FEBRUARY 22, 2008 01100-3

2. Dismantling and disposal The supply and control board (THP) for tank heating placed in room 116, and all outgoing installations and electrical components is to be removed.

The supply and control board (PHP) for el-tracing placed in room 116 and all outgoing installations and electrical components are to be removed.

The main supply for the two boards is to be reused when mounting the new boards.

3. Installation and mounting Two new supply and control boards (THP and PHP) are to be mounted respectively for tank heating and eltracing in room 116, and the boards are to be placed at the same spot in the room if possible, such that existing main supplies can be reused.

Outgoing installations and electrical components connected to the above mentioned boards are to be mounted and lead according to the drawings.

The installations are to be carried out as cable connections placed visibly on the wall and below the ceiling in suitable cable trays, cable ladders, grating trays and pipes according to the drawings.

Cable trays:

Around the whole tank, cable trays must be established on pendant fittings, fixed to the concrete plate below terrain. As cable tray along the side of the tank, grating trays are used and for the building steel pipes are used. See the drawings.

In the control room, vertical cable ladders are established close to the pipes, leading-in to the building and cable trays are used horizontal to the boards. See the drawings.

4. Bonding and grounding All electrical and mechanical steel equipment in this project shall be bonded and grounded to the existing grounding system.

5. Functional requirements

a. In the existing sprinkler system, at Thule Air Base DET-3 building

#1824, the external water tank, pipelines, valves etc. between tank and building is to be replaced, including tank feeding and drainage systems.

The size of the new water tank must be approximately 420m3 [110,952 Gal] and it must be divided into two equally sized compartments (tank 1 and 2) by use of a weir with overflow. The sprinkler system's effective, available water volume for fire extinguishing, consists of 320m3 [84,535 Gal].

The water tank and the auxiliary external pipelines etc. must be secured from frost damage by use of electrical heating.

SPECIFICATIONS, FEBRUARY 22, 2008 01100-4

b. References: Instrumentation Diagram Power System, Circuit Diagram Control System, Circuit Diagram

The control system must be divided into four sub systems, e.g.:

- Electrical heating for tank 1

- Electrical heating for tank 2

- Electrical tracing of pipelines and valves

- Joint alarm system

c. Electrical heating for tank 1 The control system for tank heating has three basically settings. These are controlled by a switch with three positions as follows:

- Manual control (’Man’)

- Disconnected (’0’)

- Automatic control (’Aut’)

In manual mode, the total electrical heating can be forcibly disconnected and connected without operational terms, by use of a start and stop button.

With the switch in position’0’ the electrical heating in the tank must be disconnected, but the instrumentation is still operational.

In automatic mode the electrical heating must be activated according to the water temperature within a temperature span of 2oC [3.6oF] (hysteresis) and when the heating elements are covered with water. The lowest set point temperature is 6,6oC [44.0oF], 1oC [1.8oF] above the lowest allowable temperature, correspondent to 5,6oC [42.0oF].

For each tank the actual temperature and water level must be shown, a light indicate automatic mode and the operational condition, i.e. the light showing the active contactor for each heating unit. This means a total of three heating units, each 3,0kW.

d. Electrical heating for tank 2 The control system for electrical heating for tank 2 works the same way as described in "Electrical heating for tank 1".

e. Electrical tracing of pipelines and valves All external pipelines, valves etc. is to be protected against frost damage with self regulatory heating cables. These pipeline connections must be divided into four sections, each protected by two heating cables placed in parallel, of which one of the cables is a spare. Thus the total number of heating cables must be eight.

The four heating cables, operating simultaneously on their own pipeline section, must all be supplied by a circuit breaker, and cables must be

SPECIFICATIONS, FEBRUARY 22, 2008 01100-5

connected to a control box and a chance-over switch. The switch is manually operated and ensures that only one of the two heating cables in parallel is connected at the same time.

f. Common alarm system The following alarm conditions must be registered for both tank 1 and 2:

- Low water temperature below 5,6oC [42.0oF], measured the same place as the activation of the heating units (low temp.)

- Low water temperature below 4,0oC [39.2oF], measured close to the surface (low-low temp.)

- Low water level below normal water level, approx. 7,0m [23.0 ft] water head (low level <6,9m [22.6 ft]).

- Electrical heating units disconnected owing to the water level being too low and below the level for the heating units (low-low level)

In addition to this a common "pipe heating" alarm from all the heating cables' control boxes are registered.

The above mentioned alarm conditions activates an alarm light for each alarm (a total of nine), a horn by the board and a rotating flash placed in room 108.

Horn and flash can be disengaged by a reset button and can be tested by a test button each, and the test of the rotating flash is connected to a timer for an automatically stop.

For each indication light to operation and alarm, there is a lamp test function.

Besides indication lights, horns and flash; a potential free switch set, common for all nine alarms, must be applied to the existing fire alarm control panel handling the signal as a "Technical alarm".

1.4 CONTRACTOR'S USE OF THE SITE AND PREMISES

A. Access to Site: Access to building from TAB is from Cresent Road starting at building

no. 622 and “P” Mountain Road.

B. Prior to commence of any work it shall be verified that a Radar Transmit Inhibit Zone has been established at the site. Ref. drwg. S-07.

SPECIFICATIONS, FEBRUARY 22, 2008 01100-6

1.5 OWNER OCCUPANCY

A. The government will not occupy the premises during the construction period but shall have access to the area. The contractor shall accept through traffic on the roads. In the period where excavations are performed on or near the road the contractor shall provide bypasses and establish warning signs and traffic control.

SPECIFICATIONS, FEBRUARY 22, 2008 01300-1

SECTION 01300

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Coordination and project conditions.

B. Field engineering.

C. Pre-performance construction conference

D. Progress meetings.

E. Pre-installation meetings.

F. Cutting and patching.

G. Special procedures.

1.2 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of various sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements.

B. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, operating equipment.

C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for conduit as closely as practicable; place runs parallel with existing lines and roads. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

D. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion.

E. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

1.3 FIELD ENGINEERING

A. Employ Land Surveyor acceptable to CCI.

B. Owner will locate survey control and reference points.

SPECIFICATIONS, FEBRUARY 22, 2008 01300-2

C. Verify set-backs and easements; confirm drawing dimensions and elevations.

D. Maintain complete and accurate log of control and survey work as Work progresses.

E. On completion of foundations and major site improvements, prepare certified survey illustrating dimensions, locations, angles, and elevations of construction.

F. Establish, maintain and protect survey control points; preserve permanent reference points during construction.

G. Promptly report to CCI loss or destruction of reference point or relocation required because of changes in grades or other reasons.

1.4 PRE-PERFORMANCE CONSTRUCTION CONFERENCE

A. Reference is made to Section 00200 – Information to Offerors – Pre-performance construction conference.

B. Contracting Officer will schedule meeting.

C. Attendance Required: Contracting Officer, CCI, Contractor and major Subcontractors.

D. The Contracting Officer will prepare minutes.

1.5 PROGRESS REPORTS

A. Reference is made to Section 00400 – Air Force Forms

1.6 PRE-INSTALLATION MEETINGS

A. When required in individual specification sections, convene pre-installation meetings at site prior to commencing work of specific section.

B. Require attendance of parties directly affecting, or affected by, Work of specific section.

C. Notify CCI one week in advance of meeting date.

D. Prepare agenda and preside at meeting:

1. Review conditions of installation, preparation and installation procedures.

2. Review coordination with related work.

E. Record minutes and distribute copies within five days after meeting to participants, with one copy to CCI and those affected by decisions made.

SPECIFICATIONS, FEBRUARY 22, 2008 01300-3

PART 2 EXECUTION

2.1 CUTTING AND PATCHING

A. Cutting and patching shall be kept on an absolute minimum and in accordance with

TABI 32-2001.

B. Employ skilled and experienced installer to perform cutting and patching.

C. 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.

D. Execute cutting, fitting, and patching including excavation and fill, to complete Work, and to:

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.

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

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

G. 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.

H. Identify hazardous substances or conditions exposed during the Work to CCI for decision or remedy.

2.2 SPECIAL PROCEDURES

A. Remove debris and abandoned items from area and from concealed spaces.

B. Prepare surface to permit installation of new work and finishes.

C. Close openings in exterior surfaces to protect existing work from weather and extremes of temperature and humidity.

SPECIFICATIONS, FEBRUARY 22, 2008 01330-1

SECTION 01330

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Submittal procedures.

B. Construction progress schedules.

C. Proposed products list.

D. Product data.

E. Shop drawings.

F. Test reports.

G. Certificates.

H. Manufacturer's instructions.

I. Manufacturer's field report.

1.2 SUBMITTAL PROCEDURES

A. Transmit each submittal with AF 3000. Follow the instructions on the reverse of form AF 3000. Refer to section 400.

1.3 CONSTRUCTION PROGRESS SCHEDULES

A. Submit AF Form 3064 and follow the instructions on the reverse of this form.

1.4 PROPOSED PRODUCTS LIST

A. Within 20 days after date of Government-Contractor agreement, submit list of major products proposed for use with name of manufacturer, trade name, and model number of each product. Use the procedure described on the reverse of AF Form 3000.

1.5 PRODUCT DATA

A. Submit to Owner for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents.

SPECIFICATIONS, FEBRUARY 22, 2008 01330-2

1.6 SHOP DRAWINGS

A. When specified in individual specification sections, submit shop drawings by the manufacturer. Submit in the form of one reproducible transparency and four paper reproductions. Use the procedure described on the reverse of AF FORM 3000.

1.7 TEST REPORTS

A. When specified in individual specification sections, submit test reports for installed instrumentation and equipment to verify system functions.

1.8 CERTIFICATES

A. When specified in individual specification sections, submit certification by manufacturer, to the CCI, for confirmation of actual products supplied.

B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

1.9 MANUFACTURER'S INSTRUCTIONS

A. When specified in individual specification sections, submit printed instructions by manufacturer.

1.10 MANUFACTURER'S FIELD REPORTS

A. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents

SPECIFICATIONS, FEBRUARY 22, 2008 01400-1

SECTION 01400

QUALITY REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Inspection plan

B. QA Record

C. Quality control and control of installation.

D. Tolerances

E. References.

F. Testing and inspection services.

G. Manufacturers' field services.

H. Examination.

I. Preparation.

1.2 INSPECTION PLAN

A. Before starting the job the contractor shall work out an inspection plan to be approved by the CCI. The comments from the CCI shall be incorporated in the plan.

B. The inspection plan shall specify the sequence for the inspection work and identify the milestones where control must be terminated prior to proceeding of the production or erection.

C. In connection to the inspection plan written specifications shall be worked out for all testing – and inspection work in case no relevant standards are available. The specifications shall be presented to the CCI.

D. The Contractor shall maintain the plan so that the content at all times is valid and possible to monitor in practice. All changes in the plan shall be handed over to the CCI for comments.

E. All activities in the plan shall be documented in a QA record as carried out with satisfactory results. The QA record shall at all times be kept up to date and accessible to the CCI.

F. Major Subcontractors shall work out an inspection plan as well.

SPECIFICATIONS, FEBRUARY 22, 2008 01400-2

G. Each item of the inspection plan shall as a minimum include the following:

1. Activity (What is inspected?)

2. Method (How is the inspection executed?)

3. Extent of inspection (How much is inspected?)

4. Acceptance criteria (What is the criteria for approval?)

5. Documentation (How is the inspection documented?)

6. Time (When and how often is the activity inspected?)

7. Inspector (Who is performing the inspection?)

1.3 QA RECORD

A. At the beginning of the job the contractor shall establish a quality assurance record.

The QA record shall be maintained through the entire job.

1. The QA record shall contain documentation for all required control, testing and inspection. All documentation shall contain following:

a. A list of equipment used along with calibration certification.

b. A copy of measurements taken.

c. The date of inspection.

d. The parameters and conditions to be verified.

e. The inspection results, signed, dated and certified by installation contractor. The certification shall state all required procedures were accomplished; that the procedures were conducted in compliance with the plans and specifications.

f. A description of adjustments performed.

1.4 QUALITY CONTROL AND CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. When manufacturers' instructions conflict with Contract Documents, request clarification from CCI before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Perform Work by persons qualified to produce required and specified quality.

F. Verify field measurements are as indicated on Shop Drawings or as instructed by manufacturer.

1.5 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

SPECIFICATIONS, FEBRUARY 22, 2008 01400-3

B. Adjust products to appropriate dimensions; position before securing products in place.

1.6 REFERENCES

A. For products or workmanship specified by association, trade or other consensus standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard by date of issue current on date of Contract Documents, except where specific date is established by code.

C. When specified reference standards conflict with Contract Documents, request clarification from CCI before proceeding.

D. Neither the contractual relationships, duties or responsibilities of the parties in Contract nor those of the CCI shall be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.7 TESTING AND INSPECTION SERVICES

A. Contractor shall employ and pay for services of an independent testing firm acceptable to the Owner to perform specified testing.

B. The independent firm will perform tests, inspections and other services specified in individual specification sections.

1. Laboratory: Authorized to operate in location in which Project is located.

2. Laboratory Staff: Maintain a full time specialist on staff to review services.

3. Testing Equipment: Calibrated at reasonable intervals with devices of accuracy traceable to either National Bureau of Standards or accepted values of natural physical constants.

C. Agency Responsibilities:

1. Test samples of mixes submitted by Contractor.

2. Provide qualified personnel at site. Cooperate with Owner and Contractor in performance of services.

3. Perform specified sampling and testing of products in accordance with specified standards.

4. Ascertain compliance of materials and mixes with requirements of Contract

Documents.

5. Promptly notify Owner and Contractor of observed irregularities or non-conformance of Work or products.

6. Test and verify all installed new equipment.

7. Perform additional tests required by Owner.

D. Agency Reports: All testing and inspection shall be reported. Include the following:

1. Date issued.

2. Project title and number.

3. Name of inspector.

SPECIFICATIONS, FEBRUARY 22, 2008 01400-4

4. Date and time of sampling or inspection.

5. Identification of product and specifications section.

6. Location in the Project.

7. Type of inspection or test.

8. Date of test.

8. Results of tests.

9. Conformance with Contract Documents.

1.8 MANUFACTURERS' FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, and to initiate instructions when necessary.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify existing site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions.

B. Verify existing substrate is capable of structural support or attachment of new Work being applied or attached.

C. Examine and verify specific conditions described in individual specification sections.

D. Verify utility services are available, of correct characteristics, and in correct locations.

3.2 PREPARATION

A. Clean substrate surfaces prior to applying next material or substance.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying new material or substance in contact or bond.

SPECIFICATIONS, FEBRUARY 22, 2008 01600-1

SECTION 01600

PRODUCT REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Products.

B. Product delivery requirements.

C. Product storage and handling requirements.

D. Product options.

E. Product substitution procedures.

1.2 PRODUCTS

A. Furnish products of qualified manufacturers suitable for intended use.