SECTION TITLE - Alaska Railroad · TECHNICAL SPECIFICATIONS SECTION TITLE DIVISION 1 ... Complete...

Alaska Railroad Rev. 2

Bald Mountain and Microwave Sites March 23, 2016

Table of Contents Specifications

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

SECTION TITLE

DIVISION 1 – GENERAL REQUIREMENTS

01010 Statement of Work

01300 Submittals

01330 Submittal Procedures

01400 Quality Requirements

01410 Testing Services

01500 Construction Facilities and Temporary Services

01600 Materials and Equipment

01700 Contract Closeout

01710 Final Cleaning

01720 Project Record Documents

DIVISION 16 - ELECTRICAL

16060 Grounding and Bonding

16075 Electrical Identification

16120 Conductors and Cables

16130 Raceways and Boxes

16700 Communications

ATTACHMENT A – AVIAT EQUIPMENT LISTS (EQUIP. PROVIDED BY ARRC)

ATTACHMENT B – AVIAT EQUIPMENT LISTS (CONTRACTOR TO PROCURE)

ATTACHMENT C – FIRETIDE EQUIPMENT LIST (CONTRACTOR TO PROCURE)

ATTACHMENT D – BILL OF MATERIALS FOR ALL SITES

ATTACHMENT E – QA/QC CHECKLISTS



Table of Contents Specifications

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Statement of Work 01010-1

SECTION 01010

STATEMENT OF WORK

PART 1 - GENERAL

1.01 PROJECT OVERVIEW

The Bald Mountain communications site project consists of two parts; First, construction

of a 30’ communications tower, installation of a Solid Oxide Fuel Cell (SOFC) and

modifications to an existing 20 foot conex shelter to be a turn-key site when turned over

at the Bald Mountain site. Second, installation of the microwave network to connect this

site to the existing Alaska Railroad (ARRC) communication infrastructure. Work will

consist of installations at Hurricane, Miami Lake, Curry, Chulitna, Talkeetna, Bald

Mountain, Douglas, and Willow. A summary of work required at each site is provided in

Table I below. Complete details of all work required are provided in the drawings for

each site.

All work at all sites shall be completed prior to November 1, 2016. The progression

of work shall start at Hurricane and finish at Willow (north to south).

Table I. Communications Sites Work Summary

Work Description Hu

rric

an

e

Mia

mi L

ak

e

Cu

rry

Ch

uli

tna

Ta

lke

etn

a

Ba

ld M

ou

nta

in

Do

ug

las

Wil

low

New Tower Foundation Installation X

New Tower Installation X

Existing or New Tower Height 245' 20' 150' 175' 80' 30' 100' 200'

Ground Ring and Ground Rod Installation X X X

Number of Dish Antennas to be Installed 1 2 2 2 1 3 2 1

Ice Bridge Installation X X

Wall Entry Port Installation X X X X X X

Cable Tray Installation X

Number of New Racks to be Installed 4

SOFC and Propane Tank/Piping Installation X

A. Applicable Contact Information

Owner/Contracting Authority:




Alaska Railroad (ARRC)

Aviat Equipment Sales and Point of Contact:

Laurent Brigdan

Territory Manager

[email protected]

Tel: 206-340-1015

Anita Kretzschmer

Sales Engineer

[email protected]

Tel: 408-501-6217

1.02 PROJECT LOCATION INFORMATION

Figure 1 below provides a map showing the location of all sites that require new work via this

contract with the exception of Site Summit and Houston. The locations of Site Summit and Houston are provided to show the general direction of antenna alignmentss

A. The Hurricane site is located IN Trapper Creek, AK off Nagys Road and AK

Highway 3 near the ARRC Section house at 62 58’ 38.44” N 149 38’ 15.54” W.

B. The Miami Lake site is located on a steep slope approximately 1.5 miles East of

Indian River, 1 mile East-Northeast of Miami Lake at 62 51’ 14.47” N 149 33’

44.03” W at an elevation of 2330 feet.

C. Curry is located in Trapper Creek, AK 1.54 miles south of the unincorporated

community of Curry at 62 35’ 35.20” N 150 01’ 2.39”W.

D. Chulitna is located just north of MP 121 on the George Parks Highway, at 62 24'

21.3"N 150 15' 44.1"W.

E. The Talkeetna site is located at the ARRC Section house building in downtown

Talkeetna, AK at 62 19' 25.46" N 150 06' 41.65" W.

F. Bald Mountain Construction site is approximately 11 miles East of Talkeetna,

Alaska, at 62 18’ 28.2”N 149 45’ 15.9”W, at an elevation of 3600 feet.

G. Douglas is located in Willow, AK 1.5 miles east of S. Parks Highway just off

Willow-Fishhook Rd. at 61 45’ 51.59”N 150 01’ 19.09”W.

H. The Willow site is located in Willow, AK off of Hatcher Pass Rd, at 61 46’ 5.59” N

149 45’ 30.31” W.

mailto:[email protected]

mailto:[email protected]




Figure 1. Project Site Map

1.03 GENERAL LOCATION ACCESS INFORMATION

ARRC escort shall be required to access all sites listed below.

A. Hurricane: Access by road from AK Parks Highway 3.

B. Miami Lake: Helicopter access is the primary way to get to Miami Lake.

Contractor to determine number and duration of flights needed, as well as

required equipment/aircraft. The contractor shall provide helicopter transportation

to and from the site for two ARRC employees per work day.

C. Curry: Helicopter is the preferred method to access the site. Contractor to

determine number and duration of flights needed, as well as required

equipment/aircraft. The contractor shall provide helicopter transportation to and

from the site for two ARRC employees per work day. Access is also possible by

taking ARRC hy-rail vehicles from Talkeetna to base of hill where site is located.




D. Chulitna: Access by road from Parks Highway and located in the back of an

Alaska Dept. of Transportation maintenance yard.

E. Talkeetna: Access by Railroad Ave., ARRC personnel escort required for railroad

safety.

F. Bald Mountain: Helicopter access is the primary way to get to Bald Mountain.

Constructions crews need to plan on being self-sufficient for meals, water,

facilities, etc. Contractor to determine number and duration of flights needed, as

well as required equipment/aircraft. The contractor shall provide helicopter

transportation to and from the site for two ARRC employees per work day.

G. Douglas: Access from Willow-Fishhook Rd., 4-wheel drive vehicle is

recommended.

H. Willow: Access from Hatcher Pass Rd via unpaved gravel road. A 4-wheel drive

vehicle is recommended.

1.04 GENERAL PROJECT REQUIREMENTS

A. All grounding system and equipment installations shall adhere to the grounding

and bonding requirements defined in Section 16060.

B. All wires and cables shall be labeled per the requirements defined in Section

16075.

C. All conductors and cables shall be installed in accordance with the requirements

defined in Section 16120.

D. Raceways, boxes, etc. shall be installed per the requirements defined in Section

16130.

E. Installation of all Liquefied Petroleum Gas (LPG) components and piping shall

adhere to the requirements and standards defined in NFPA 58 and NFPA 853.

F. All SOFC equipment shall be installed and tested in accordance with the

specifications defined in NFPA 853.

1.05 SPECIAL PROJECT REQUIREMENTS

A. The purpose of the Rapid Deployable Foundation is to provide a solid base for the

Tower and Propane tanks. It is further designed to have minimal disturbance of

native soil. Contractor can assemble, stage and construct at any hours they deem

to be necessary and safe: however, Helicopter flights to/from the construction site

and staging point shall be during daylight hours and safe flying times, as

ultimately decided by the lead pilot.




B. Contractors shall certify that they can and will meet all applicable laws and code

regulations pertaining to all electrical wiring, propane plumbing and leak testing,

installation and testing of an Acumentrics SOFC, and design and construction of a

fiberglass truss shelter/tower foundation system. Contractor shall further attest

that their personnel are trained, knowledgeable, and able to work in remote

Alaska backcountry enduring the weather, temperature extremes, wildlife,

remoteness to medical care, etc.

1.06 DESCRIPTION OF WORK

The work of this project shall include the furnishings of all labor, materials and equipment and

the demolition, furnishing, installation, maintenance and operation of all work identified in the

Contract Documents. The work generally shall include, but not be limited to the following:

A. HURRICANE

a. Microwave equipment has been purchased by ARRC for this site as defined in the

Bill of Materials attached to the site drawings.

b. Contractor will remove an existing dish antenna on the tower at 230 feet above

grade and waveguide from the antenna to the shelter.

c. Contractor will install one dish antenna on tower at 235 feet above grade

according the site drawings for link to Miami Lake.

d. Contractor will install an Aviat IRU600 microwave radio and route EW63

waveguide from the radio to the newly installed dish antenna.

e. Install dehydrator and distribution manifold, connect all waveguide transmission

lines to the dehydrator.

f. Antenna alignment and radio configuration shall be per Section 16700.

B. MIAMI LAKE



b. Contractor will install two dish antennas on a 20 foot tower according the site

drawings for links to Hurricane and Curry.

c. Contractor will install two Aviat IRU600 microwave radios purchased by ARRC

and route EW63 waveguide from the radios to the newly installed dish antennas.

d. Install dehydrator and distribution manifold, connect all waveguide transmission


e. Antenna alignment and radio configuration shall be per Section 16700.




C. CURRY



b. Contractor will remove an existing dish antenna on the existing tower at 140 feet

above grade, install one dish antenna on tower at 140 feet above grade according

the site drawings for link to Chulitna and install one dish antenna on tower at 53

feet above grade according to site drawings for link to Miami Lake.

c. Contractor will install two Aviat IRU600 microwave radios purchased by ARRC

and route EW63 waveguide from the radios to the newly installed dish antennas.

d. Install dehydrator and distribution manifold, connect all waveguide transmission



D. CHULITNA

a. Roughly half of the microwave equipment required for this site has been

purchased by ARRC as defined in the Bill of Materials attached to the site

drawings.

b. Contractor will remove an existing dish antenna on the existing tower at 111 feet

above grade, install one dish antenna on tower at 165 feet above grade according

the site drawings for link to Curry, and procure and install one dish antenna on

tower at 77 feet above grade according to site drawings for link to Bald Mountain.

c. A wall entry port will need to be installed by the contractor for waveguide

penetration into the shelter.

d. Contractor will install two Aviat IRU600 microwave radios, one of which already

purchased by ARRC, and route EW63 waveguide from the radios to the newly

installed dish antennas.

e. Install dehydrator and distribution manifold, connect all waveguide transmission



E. TALKEETNA

a. Contractor will procure and install one dish antenna on tower at 73 feet above

grade according the site drawings for link to Bald Mountain.

b. A wall entry port will need to be purchased and installed by the contractor for

waveguide penetration into the shelter.




c. Contractor will procure and install a Firetide 7020 microwave radio and route

coaxial cable from the radio to the newly installed dish antenna.

d. Antenna alignment and radio configuration shall be per Section 16700.

e. Contractor will install ground system for the tower consisting of at least two

ground rods and a ground ring. Ground bars will be mounted on the interior of

shelter and outside the shelter beneath cable penetration ports with proper

connections to the exterior ground system.

F. BALD MOUNTAIN

a. Contractor will procure and install a “Rapid Deployable Foundation” from AK

Supply. Model# AKCS-RDCS-36.32-F. Contractor will further show experience

lifting, assembling, and constructing this style foundation.

b. Contractor will install the tower foundation to manufacturer’s recommendations.

Rock ballast fill for low areas. Native soil disturbance will be kept to a minimum.

c. Procure and Install a Valmont QH30 30 foot tall tower on Truss System.

d. Ensure tower, and propane tanks are all mounted on the Truss style foundation to

the specs set by AK Supply or their Engineer.

e. Installation of Acumentrics Solid Oxide Fuel Cell (SOFC) which includes;

plumbing propane, wiring output to battery bank, and any ancillary equipment

(see attached drawings).

f. Mounting and installation of three 1000 gallon propane tanks, to include all

piping to shelter and plumbed into SOFC, installation of regulators,

disconnect valves, all by NFPA 853 and NFPA 58 standards.

g. Install battery bank and distribute output to equipment rack. Install conduit,

wiring, etc. (see attached drawings)

h. Cut access for air inlet and exhaust, install snow hood, wire and make

functional ventilation fan, as per drawings.

i. Install SOFC, as per drawings, make all connections to battery bank as well as

incorporate an automatic cutover device that will be supplied

by landlord’s emergency generator.

j. Wire, and make functional interior lights with one timed wall switch near interior

entrance door. There shall be 4 interior lights in the shelter. All lighting shall be

4’ LED lights, 48vdc.

k. Install vinyl strip on interior to span the door of the shelter.




l. Procure and install Valmont Ice Bridge and Cable tray from North side of Tower,

to East side of Shelter as shown in the site drawings.

m. Contractor will install ground system for shelter and tower consisting of ground

rods and ground rings. Final method will disturb the least amount of native soil.

Ground bars will be mounted on the interior of shelter, outside the shelter beneath

cable penetration ports, and on the tower with proper connections to the exterior

ground system.

n. Contractor will oversee the filling of the three 1000 gallon propane tanks

once in place. Contractor will operationally test SOFC with proper propane piping

installation, required regulators, valves, etc. Propane tanks and propane will be

supplied by ARRC to the Contractor’s staging area under ARRC’s propane

contract.

o. Desire of the contract is to have a fully functional communications site at the end

of the contract. This includes network management bringing site information back

to ARRC.

G. DOUGLAS

a. Contractor will remove an existing dish antenna on the existing tower at 85 feet

above grade, procure and install one dish antenna on tower at 85 feet above grade

according the site drawings for link to Willow, and procure and install one dish

antenna on tower at 98 feet above grade according to site drawings for link to

Bald Mountain.

b. A wall entry port will need to be installed by the contractor for waveguide

penetration into the shelter.

c. The contractor will procure and install an ice shield over an existing horizontal

cable ladder between the shelter and antenna tower.

d. Contractor will procure and install two Aviat IRU600 microwave radios, and

route EW63 waveguide from the radios to the newly installed dish antennas.

e. Procure and install dehydrator and distribution manifold, connect all waveguide

transmission lines to the dehydrator.


g. Ground bars already mounted on the interior of shelter and outside the shelter

beneath cable penetration ports will need to be bonded to the exterior ground

system.

H. WILLOW




a. Contractor will remove an existing dish antenna on the existing tower at 98 feet

above grade, procure and install one dish antenna on tower at 143 feet above

grade according the site drawings for link to Douglas.

b. A wall entry port will need to be purchased and installed by the contractor for

waveguide penetration into the shelter.

c. Contractor will procure and install an Aviat IRU600 microwave radio and route

EW63 waveguide from the radio to the newly installed dish antenna.

d. Procure and install dehydrator and distribution manifold, connect all waveguide

transmission lines to the dehydrator.


J. SYSTEM ACCEPTANCE

a. The contractor shall submit a system acceptance test procedure to be performed after completion of work on all sites listed above. The system acceptance test will

be designed to demonstrate connectivity to all sites from the ARRC back office

and ability to access new equipment status telemetry and control (where

applicable) remotely from the ARRC back office.

1.07 RELATED DOCUMENTS

Contract.

Site Drawings.

Section 01300 – Submittals

A.

B.

C.

D. Section 01330 – Submittal Procedures




E. Section 01400 – Quality Requirements

F. Section 01410 – Testing Services

G. Section 01500 – Construction Facilities and Temporary Services

H. Section 01600 – Materials and Equipment

I. Section 01700 – Contract Closeout

J. Section 01710 – Final Cleaning

K. Section 01720 – Project Record Documents

L. Section 16060 – Grounding and Bonding

M. Section 16075 – Electrical Identification

N. Section 16120 – Conductors and Cables

O. Section 16130 – Raceways and Boxes

P. Section 16700 – Communications

Q. NFPA 58 – Liquefied Petroleum Gas Code

R. NFPA 853 – Standard for the Installation of Stationary Fuel Cell Power Systems

1.08 CONTRACTOR RESPONSIBILITIES

A. Furnish all materials, tools, equipment, supervision, administration and

transportation, and perform all labor and services necessary to furnish, deliver,

construct, install, connect and/or to interconnect, test, maintain, and operate as

required to complete all work described in the Specifications and indicated in the

Contract Drawings.

B. As necessary for proper execution and completion of work and as applicable at

time of receipt of bids, secure and pay for:

1. Permits

2. Governmental Fees

3. Licenses (ARRC will provide frequency licenses)

C. Give written notices necessary for, and incidental to, the due and lawful

prosecution of the Work.

D. Notify the Owner’s designated representative at least 7 days in advance of the




date the individual construction stages or elements will be fully complete and

ready for inspection.

E. Notify the Owner’s designated representative at least 14 days in advance of the

date the entire work will be substantially complete and ready for inspection.

F. Notify the Owner’s designated representative at least 21 days in advance of the

date the entire work will be complete and ready for final inspection.

G. Existing utilities are indicated on the Contract Drawings are approximate. It is the

Contractor responsibility to verify and/or determine, by his/her own research, the

locations and depths of existing utilities prior to working in or adjacent to areas

containing existing utilities.

H. Until final acceptance of the Work by Owner, the Contractor(s) shall have the

charge and care thereof and shall take every reasonable precaution against injury

or damage to any part thereof by the action of the elements, theft, vandalism, or

from any other cause, whether arising from the execution or from the non-

execution of the Work. The Contractor shall rebuild, repair, restore, and make

good, to the satisfaction of the Owner’s designated representative all injuries or

damages to any portion of the work occasioned by any of the above causes before

final acceptance and shall bear the expense thereof at no cost to Owner.

I. Contractor’s Field Staff

1. Safety Officer: The Prime Contractor shall assign a designated on-site

Safety Officer. The Contractor’s Superintendent may perform the duties

of the Safety Officer in addition to his own. The presence of Safety

Officer at the site is mandatory while work is being performed.

1.09 CONTRACTOR USE OF WORKSITE

A. General

1. The Contractor shall confine operations at the site to areas permitted by

Owner, according to the schedule and the Contract Documents and shall

not unreasonably encumber the site with any materials or equipment.

2. Keep existing driveways and entrances serving the site clear and available

at all times, except as otherwise specified in the Construction Documents.

3. Keep the worksite available for the Owner’s operations during the

construction period, unless otherwise noted in the construction phasing.

4. Consider the safety of the work personnel and that of people and property

on and adjacent to worksite, when determining amount, location,

movement, installation, and use of materials and equipment on worksite.




5. Do not load finished Work with equipment and products, which would

endanger the integrity of the finished Work.

6. Move stored products as often as necessary, which interfere with

foreseeable operations of Owner, public and private utilities, and other

Contractors at no additional expense to Owner. Security of stored

materials shall be the Contractor's responsibility. Secure additional

storage and work areas needed for construction operations at no additional

expense to Owner.

7. Protect the general public and Owner’s operations from construction-

related activities. Conduct work in and on streets in a manner that will

ensure that pedestrian and vehicular traffic will either not be obstructed or

obstructed to the least possible degree.

8. Should any temporary disruption of Owner’s operations and/or use of the

electric, water or telephone utilities at such site be necessary, it will be

undertaken only pursuant to reasonable notices (not less than 2 days)

given to the Owner’s designated representative and shall not continue

beyond the previously agreed-upon period, without further written

concurrence from Owner.

1.10 WORK SEQUENCE

A. General.

1. Prior to starting any work and seven calendar days after the notice to proceed, the Contractor shall submit to Owner for approval a complete construction schedule showing all phases of construction and the duration of the tasks for the entire project. The schedule shall be generated through Microsoft Project, or other acceptable scheduling software package as approved by ARRC, and shall show details for week day, weekend and

holiday work, as well as work-day hours.

2. Work is not permitted on the following holidays: 4th of July, Labor Day

and Veterans Day

B. Holiday Service

Owner will prohibit service shut downs, and diversions on certain Holidays and

Holiday weekends. Outages, shutdowns and diversions shall not be permitted

except with a written approval from Owner.

C. Construction activities interfering with Owner’s operations shall not begin until:

1. The Contractor provides a written plan to Owner indicating impact to

Owner operations. Such plan shall include remedial solutions acceptable

to Owner.




2. The plan is to be approved in writing by Owner. Contractor shall be

responsible for revision and resubmission of the plan until it is approved

by Owner.

1.11 OWNER OCCUPANCY AND USE

A. Owner reserves the right to use, or cause to be used, any portion of the Work as

soon as it is made ready for use. Such use shall not be construed as acceptance of

the Work by Owner. Contractor shall be responsible for maintenance and up-

keep of all newly installed work and the site until final acceptance of the Work.

1.12 EXISTING CONDITIONS

A. The existing conditions represented in the Contract Drawings are based on the

best available information obtained from one or any combination of the following

sources: field survey, as-built documents, reference drawings, or visual

investigation. Every effort has been made to present as much information as is

possible to obtain.

B. On the basis of the information presented on the Contract Drawings, visual and

physical verifications shall confirm the conditions presented. If verified

conditions are close to those represented on the Contract Drawings, the Contractor

shall, in addition to reporting the verification to the Owner’s designated

representative, proceed with the Work at no additional cost to Owner. If

conditions are significantly different to those presented on the Contract Drawings,

the Contractor shall, in addition to reporting the verification to the Owner’s

designated representative, submit a detailed scheme for completing the required

work for review and comment without additional cost to Owner. The Contractor

shall allow 21 days for review and comment.

C. The Contract Documents establishes specific criteria and standards of

performance. The Contractor shall use its discretion to determine means of

compliance and is responsible for coordinating with other Contractors at the site

in order to achieve compliance.

END OF SECTION 01010




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Submittals 01300-1

SECTION 01300

SUBMITTALS

PART 1 - GENERAL

1.01 DESCRIPTION

A. This section of the Specifications covers all submittals including shop drawing

submission and concurrence requirements, and further complements the

requirements of the Contract. Make the submittals required by the Contract

Documents, and revise and resubmit as necessary to establish compliance with the

specified requirements.

B. Submittals that are not required will not be reviewed.

C. The Contractor may require subcontractors to provide drawings, installation

diagrams, and similar information to help coordinate the work, but such data shall

remain between the Contractor and the subcontractors and will not be reviewed

unless it is required by other pertinent sections of the Specifications.

1.02 RELATED WORK:

A. Section 01010, Summary of Work.

C. Section 01700, Contract Closeout.

1.03 QUALITY ASSURANCE

A. Coordination of Submittals:

1. Prior to making each submittal, the Contractor shall carefully review and

coordinate all aspects of each item being submitted. Shop drawings of

systems containing closely related items and components should be

submitted as a single submission showing the interrelationship of the

components required for that system.

2. The Contractor shall verify prior to submission that each shop drawing is

well prepared and that the submittal conforms in all respects with the

specified requirements. The drawings shall provide complete information

regarding proper fabrication and installation.

3. The Contractor shall sign each submittal and affix a stamp with specific

written indication that the Contractor has satisfied all responsibilities

under the Contract Documents with respect to review of the submission.



Submittals 01300-2

4. Shop drawings shall be tailored to the specific project need including

coordination of various trades and should include material descriptions,

quantities, dimensions, design criteria and similar data to enable the

Owner to review information as required. The shop drawings must show

clear and complete information for the fabrication and installation of

materials.

5. Orient the plan(s) on the shop drawing(s) in the same manner as the plans

on the Contract Drawings.

6. Shop drawings with reproduction(s) of the Contract Drawings will not be

accepted.

7. Structural fabrication and erection drawings shall be prepared, checked,

signed and sealed, by a Professional Engineer licensed in the State of

Alaska with proven qualifications and similar experience.

Unless the Contract Documents indicate specific steel connections, the

Contractor shall design and provide sufficient details for the Engineer’s

review and approval.

B. Responsibility:

The Contractor is solely responsible and accountable for:

1. Means, methods, techniques, sequences and procedures, construction

including fabrication, assembly, installation/erection, and safety

precautions and programs incidental to any submittal reviewed and

approved by Owner.

2. Accuracy of all submittals and shop drawings and final installation.

3. Arranging submittals and shop drawing standards meetings with Owner

and/or the Engineer approval.

1.04 SUBSTITUTIONS

A. "Or Equals" Substitutions:

1. Restricted Items: Where items of equipment and/or materials are

specifically identified in the Specifications or on the Drawings by a

manufacturer's name, model or catalogue number, only such specific items

may be used.

When several materials are specified by name for one use, the Contractor

may select any of those specified. Materials specified by manufacturer's

trade name shall comply with manufacturer's printed Specifications and



Submittals 01300-3

data.

2. Equals Considered: Whenever a material or article required is specified or

shown on the plans by using the name of the proprietary product or of a

particular manufacturer or vendor, any material or article which will, in

the opinion of Engineer, perform adequately the duties imposed by general

design will be considered equal and satisfactory, provided material or

article so proposed is of equal substance and function in the Engineer’s

opinion. It shall not be purchased or installed without the Engineer’s

written approval.

"Or Equal" requests will be considered only when substantiated by the

Contractor's submittal of data documenting the "or equal" nature of

materiel or article within thirty-five (35) calendar days after the date of

receipt of “Notice to Proceed”.

B. SUBSTITUTIONS FOR UNAVAILABILITY

1. Substitutions will be considered when a product becomes unavailable

through no fault of the Contractor. The Contractor shall document each

request with complete data substantiating compliance of proposed

substitution with Contract Documents, or there is a clear benefit to Owner,

including cost. A request constitutes a representation that the Contractor:

a. Have investigated proposed product and determined that it meets

or exceeds the quality level of the specified product.

b. Shall provide the same warranty for the substitution as for the

specified product.

c. Shall coordinate installation and make changes to other work that

may be required for the Work to be complete with no additional

cost to Owner.

2. Shall waive claims for additional costs or time extension that may

subsequently become apparent.

3. Shall reimburse Owner for review or redesign services associated with re-

approval by Owner.

1.05 SUBMITTALS

A. Owner’s and or its Engineer’s action on submittals will be indicated in either of

the following:

1. NO EXCEPTIONS TAKEN



Submittals 01300-4

2. PROCEED AS NOTED; REVISE AND RESUBMIT FOR RECORD

3. DO NOT PROCEED; REVISE AND RESUBMIT REJECTED

4. NOT APPLICABLE

B. After checking and verifying all field measurements and, after complying with the

applicable procedures of the Contract, Contractor shall submit shop drawings,

catalog cuts, samples and substitution(s) for the Engineer’s review and approval.

The Contractor shall coordinate between the sub-contractor/Fabricator/Detailer

and the Engineer for each complex submittal requiring detailed coordination,

including all structural items. A meeting may indicate this coordination. The

purpose of the meeting(s) shall be to establish guidelines for details and

information necessary to prepare the shop drawings.

C. Submittals not in compliance with the Contract will be returned to the Contractor

for revision. Any loss of time and additional costs associated with re-submittal(s)

will be the Contractor's responsibility.

D. Each submission and re-submission shall give specific written notice on the

transmittal of each variation that the shop drawings or samples may have from the

requirements of the Contract Documents and, in addition, shall cause a specific

notation to be made on each shop drawing submitted for review and approval of

each such variation.

E. Each resubmission shall clearly identify and make specific notation(s) on each

shop drawing concerning the:

1. Changes that are made as a result of Engineer’s comments on the previous

submittal(s).

2. Changes that are not made, although commented on by the Engineer on

the previous submittal(s). The Contractor shall provide detailed

explanation and justification as to why the Engineer's comments are not

addressed.

3. Changes that are solely made by the Contractor, but not commented on by

the Engineer on the previous submittal(s). The Contractor shall provide a

detailed explanation and justification for such changes.

F. Submittals that are "Proceed as Noted" by the Engineer are for the purpose of

expediting procurement fabrication installation of the intended work. The

Contractor shall incorporate all corrections and resubmit to the Engineer the

original sepias and required copies of drawings within 30 days of the "Proceed as

Noted" action.



Submittals 01300-5

Payment for completed work that is related to "Proceed as Noted" submittal will

not be made until the corrected and final re-submittal is accepted in writing by the

Engineer.

PART 2 - PRODUCTS

2.01 SHOP DRAWINGS

A. Scale and measurements: Shop drawings shall be made accurately to a scale

sufficiently large to show all pertinent aspects of the item and its method of

connection to the Work.

Owner's review of those aspects of submittal that pertain to the construction

process including fabrication, assembly, installation/erection will be

complimentary.

B. Types of prints required:

1. Shop drawings shall be submitted in the form of one sepia transparencies

of each sheet plus six blue line or black line prints of each sheet.

C. Review comments will be shown on the sepia transparency and one set will be

returned to the Contractor. The Contractor may make and distribute such copies

as are required for its purposes.

D. When agreed upon by the owner or his representative, select submittals may be

made in electronic format in the form of “.pdf” files.

2.02 MANUFACTURERS' LITERATURE

A. The Contractor shall submit only the original printed literature, catalog cuts and

product data sheets available from the manufacturer(s).

B. Where content of submitted literature from manufacturer includes data not

pertinent to the submittal, the Contractor shall clearly show which portions of the

contents are being submitted for review.

C. The Contractor shall submit six copies. One will be returned to the contractor.

2.03 SAMPLES

A. The Contractor shall provide sample(s) identical to the precise article proposed to

be installed. Identify as described under "Identification of submittals" below.



Submittals 01300-6

B. Number of samples required:

1. Unless otherwise specified, the Contractor shall submit samples in the

number required to be returned, plus one which will be retained by the

Owner’s Engineer.

2. By prearrangement in specific cases a single sample may be submitted for

review and, when approved, be installed in the Work at a location agreed

upon by the Owner.

2.04 COLORS AND PATTERNS

A. Unless the precise color and pattern is specifically called out in the Contract

Documents, and whenever a choice of color or pattern is available in the specified

products, the Contractor shall submit accurate color and pattern charts to Owner

for selection.

PART 3 - EXECUTION

3.01 IDENTIFICATION OF SUBMITTALS

A. Within 21 days of Notice to Proceed Contractor shall submit a complete list of all

submittals for the project. Submittals are required for all items as defined in the

Contract Specifications, and for all Items identified on the Contract Drawings.

B. The Contractor shall consecutively number all submittals under "Transmittal".

1. When re-submittal(s) is made for any reason, the Contractor shall transmit

under a new letter of transmittal with a new transmittal number.

2. On re-submittals, the Contractor shall cite the prior transmittal number(s)

under "submission number".

C. The Contractor shall maintain an accurate submittal log for the duration of the

Work, showing current status of all submittals at all times. The Contractor shall

make the submittal log available to Owner for review upon request.

3.02 GROUPING OF SUBMITTALS

A. Unless otherwise specified, the Contractor shall make submittals in groups

containing all associated items to assure that information is available for checking

each item when it is received.



Submittals 01300-7

B. Partial and poorly prepared submittals will be rejected by the Engineer as not

complying with the requirements of the Contract. The Contractor will be liable

for delays so occasioned.

3.03 TIMING OF SUBMITTALS

A. The Contractor shall make submittals consistently with early start dates shown on

the approved baseline schedule, but sufficiently in advance of early scheduled

dates for installation to provide time required for reviews, for securing necessary

approvals, for possible revisions and re-submittals, and for placing orders and

securing delivery.

B. In scheduling, the Contractor shall allow 21 calendar days for review and

processing by the Engineer following its receipt of the submittal.

This review time will be increased for the submittal(s) that are so extensive that

21 calendar days of turn around period is unreasonable as determined by the

Engineer. This determination shall be binding on the Contractor.

C. Continued submission of material and repetitious submittals, which clearly fail to

meet the requirements of the Contract Documents and may cause delays in the

completion of the Contract, or any such delay, shall be the sole responsibility of

the Contractor.

3.04 OWNER'S REVIEW

A. Review and Processing by the Engineer shall not relieve the Contractor from

responsibility for errors that may exist in the submitted data.

B. Revisions:

1. The Contractor shall make required revisions as noted on initial submittal.

2. If the Contractor considers any required revision to be a change, it shall so

notify Owner as provided for in the "Agreement". Such notification shall

be made no later than 10 calendar days from the date of return of such

submittals, by Owner or its Engineer, to the Contractor.

3. The review of the shop drawings waives the original contract requirements

of the Contract Documents only if the Contractor clearly states and

highlights the proposed deviation in a prominent fashion on the shop

drawing itself, and only as specially stated in writing by Owner, that the

Contract Document requirements are waived.




Submittal Procedures 01330-1

SECTION 01330

SUBMITTAL PROCEDURES

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

B. Related Requirements:

1. Section 01400 "Quality Requirements" for submitting test and inspection reports,

and schedule of tests and inspections.

2. Section 01720 "Project Record Documents" for submitting record Drawings,

record Specifications, and record Product Data.

1.03 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require

Customer’s responsive action. Action submittals are those submittals indicated in

individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do

not require Customer’s responsive action. Submittals may be rejected for not complying

with requirements. Informational submittals are those submittals indicated in individual

Specification Sections as "informational submittals."

1.04 SUBMITTAL SCHEDULE

A. Revise "Submittal Schedule" Paragraph below to suit Project. If there is an office

submittal review sequence policy, insert specific requirements. See the Evaluations for

discussion on submittal review sequence policies.




B. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in

chronological order by dates required by construction schedule. Include time required

for review, ordering, manufacturing, fabrication, and delivery when establishing dates.

Include additional time required for making corrections or revisions to submittals noted

by Customer and additional time for handling and reviewing submittals required by

those corrections.

1. Coordinate submittal schedule with list of subcontracts, the schedule of values,

and Contractor's construction schedule.

2. Initial Submittal: Submit concurrently with startup construction schedule. Include

submittals required during the first 60 days of construction. List those submittals

required to maintain orderly progress of the Work and those required early

because of long lead time for manufacture or fabrication.

3. Final Submittal: Submit concurrently with the first complete submittal of

Contractor's construction schedule.

a. Submit revised submittal schedule to reflect changes in current status and

timing for submittals.

4. Format: Arrange the following information in a tabular format:

a. Scheduled date for first submittal.

b. Specification Section number and title.

c. Submittal Category: Action; informational.

d. Name of subcontractor.

e. Description of the Work covered.

f. Scheduled date for Customer’s final release or approval.

g. Scheduled dates for purchasing.

h. Scheduled date of fabrication.

i. Scheduled dates for installation.

j. Activity or event number.

1.05 SUBMITTAL FORMATS

A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Customer.

4. Name of Construction Manager.

5. Name of Contractor.

6. Name of firm or entity that prepared submittal.

7. Names of subcontractor, manufacturer, and supplier.

8. Unique submittal number, including revision identifier. Include Specification

Section number with sequential alphanumeric identifier; and alphanumeric suffix

for resubmittals.




9. Category and type of submittal.

10. Submittal purpose and description.

11. Number and title of Specification Section, with paragraph number and generic

name for each of multiple items.

12. Drawing number and detail references, as appropriate.

13. Indication of full or partial submittal.

14. Location(s) where product is to be installed, as appropriate.

15. Other necessary identification.

16. Remarks.

17. Signature of transmitter.

B. Options: Identify options requiring selection by Customer.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations

from requirements in the Contract Documents, including minor variations and

limitations; include relevant additional information and revisions, other than those

requested by Customer on previous submittals. Indicate by highlighting on each

submittal or noting on attached separate sheet.

D. PDF Submittals: Prepare submittals as PDF package, incorporating complete

information into each PDF file. Name PDF file with submittal number.

E. Submittals for Web-Based Project Software: Prepare submittals as PDF files, or other

format indicated by Project software website.

1.06 SUBMITTAL PROCEDURES

A. Prepare and submit submittals required by individual Specification Sections. Types of

submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package, and transmit to Customer by sending

via email. Include PDF transmittal form. Include information in email subject line

as requested by the Customer.

a. The Customer will return annotated file. Annotate and retain one copy of

file as a digital Project Record Document file.

2. Web-Based Project Software: Prepare submittals in PDF form, and upload to

web-based Project software website. Enter required data in web-based software

site to fully identify submittal.

3. Paper: Prepare submittals in paper form, and deliver to Customer.

B. Coordination: Coordinate preparation and processing of submittals with performance of

construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other

submittals, and related activities that require sequential activity.




2. Submit all submittal items required for each Specification Section concurrently

unless partial submittals for portions of the Work are indicated on approved

submittal schedule.

3. Submit action submittals and informational submittals required by the same

Specification Section as separate packages under separate transmittals.

4. Coordinate transmittal of submittals for related parts of the Work specified in

different Sections so processing will not be delayed because of need to review

submittals concurrently for coordination.

a. The Customer reserves the right to withhold action on a submittal requiring

coordination with other submittals until related submittals are received.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as

follows. Time for review shall commence on the Customer’s receipt of submittal. No

extension of the Contract Time will be authorized because of failure to transmit

submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow

additional time if coordination with subsequent submittals is required. The

Customer will advise Contractor when a submittal being processed must be

delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same

manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

D. Resubmittals: Make resubmittals in same form and number of copies as initial

submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent

of revision.

3. Resubmit submittals until they are marked with approval notation from the

Customer’s action stamp.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors,

suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary

for performance of construction activities. Show distribution on transmittal forms.

F. Use for Construction: Retain complete copies of submittals on Project site. Use only

final action submittals that are marked with approval notation from the Customer’s

action stamp.

1.07 SUBMITTAL REQUIREMENTS

A. Additional copies may be required for each type of submittal in remaining paragraphs

below for projects with a construction manager or a commissioning authority.




B. Product Data: Collect information into a single submittal for each element of

construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard

published data are unsuitable for use, submit as Shop Drawings, not as Product

Data.

2. Mark each copy of each submittal to show which products and options are

applicable.

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts.

b. Manufacturer's product specifications.

c. Standard color charts.

d. Statement of compliance with specified referenced standards.

e. Testing by recognized testing agency.

f. Application of testing agency labels and seals.

g. Notation of coordination requirements.

h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:

a. Wiring diagrams that show factory-installed wiring.

b. Printed performance curves.

c. Operational range diagrams.

d. Clearances required to other construction, if not indicated on accompanying

Shop Drawings.

5. Submit Product Data before Shop Drawings, and before or concurrent with

Samples.

C. Qualification Data: Prepare written information that demonstrates capabilities and

experience of firm or person. Include lists of completed projects with project names and

addresses, contact information of key personnel and owners, and other information

specified.

D. Design Data: Prepare and submit written and graphic information indicating compliance

with indicated performance and design criteria in individual Specification Sections.

Include list of assumptions and summary of loads. Include load diagrams if applicable.

Provide name and version of software, if any, used for calculations. Number each page

of submittal.

E. Certificates:

1. Certificates and Certifications Submittals: Submit a statement that includes

signature of entity responsible for preparing certification. Certificates and

certifications shall be signed by an officer or other individual authorized to sign

documents on behalf of that entity. Provide a notarized signature where indicated.




2. Installer Certificates: Submit written statements on manufacturer's letterhead

certifying that Installer complies with requirements in the Contract Documents

and, where required, is authorized by manufacturer for this specific Project.

3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead

certifying that manufacturer complies with requirements in the Contract

Documents. Include evidence of manufacturing experience where required.

4. Material Certificates: Submit written statements on manufacturer's letterhead

certifying that material complies with requirements in the Contract Documents.

5. Product Certificates: Submit written statements on manufacturer's letterhead

certifying that product complies with requirements in the Contract Documents.

6. Welding Certificates: Prepare written certification that welding procedures and

personnel comply with requirements in the Contract Documents. Submit record of

Welding Procedure Specification and Procedure Qualification Record on AWS

forms. Include names of firms and personnel certified.

F. Test and Research Reports:

1. Compatibility Test Reports: Submit reports written by a qualified testing agency,

on testing agency's standard form, indicating and interpreting results of

compatibility tests performed before installation of product. Include written

recommendations for primers and substrate preparation needed for adhesion.

2. Field Test Reports: Submit written reports indicating and interpreting results of

field tests performed either during installation of product or after product is

installed in its final location, for compliance with requirements in the Contract

Documents.

3. Material Test Reports: Submit reports written by a qualified testing agency, on

testing agency's standard form, indicating and interpreting test results of material

for compliance with requirements in the Contract Documents.

4. Preconstruction Test Reports: Submit reports written by a qualified testing

agency, on testing agency's standard form, indicating and interpreting results of

tests performed before installation of product, for compliance with performance

requirements in the Contract Documents.

5. Product Test Reports: Submit written reports indicating that current product

produced by manufacturer complies with requirements in the Contract

Documents. Base reports on evaluation of tests performed by manufacturer and

witnessed by a qualified testing agency, or on comprehensive tests performed by a

qualified testing agency.

6. Research Reports: Submit written evidence, from a model code organization

acceptable to authorities having jurisdiction, that product complies with building

code in effect for Project. Include the following information:

a. Name of evaluation organization.

b. Date of evaluation.

c. Time period when report is in effect.

d. Product and manufacturers' names.

e. Description of product.

f. Test procedures and results.




g. Limitations of use.

1.08 CUSTOMER REVIEW

A. Most architects (and construction managers) use a stamp to indicate action taken on

submittals. Retain "Action Submittals" Paragraph below if using such a stamp, or

substitute another system to comply with office policy or Owner's requirements.

AIA Document A201 states that "the Architect will review and approve or take other

appropriate action upon the Contractor's submittals." AIA Document A232 states that

Construction Manager will review and approve submittals before transmitting those

recommended for approval to Architect. Retain second option if using PDF or paper

submittals.

B. Action Submittals: Customer will review each submittal, indicate corrections or

revisions required, and return it.

C. Informational Submittals: Customer will review each submittal and will not return it, or

will return it if it does not comply with requirements. Customer will forward each

submittal to appropriate party.

D. Partial submittals prepared for a portion of the Work will be reviewed when use of

partial submittals has received prior approval from the Customer.

E. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be

returned for resubmittal without review.

F. Submittals not required by the Contract Documents will be returned by Customer

without action.

PART 2 - PRODUCTS

2.01 SHOP DRAWINGS

A. Scale and measurements: Shop drawings shall be made accurately to a scale

sufficiently large to show all pertinent aspects of the item and its method of

connection to the Work.

Customer's review of those aspects of submittal that pertain to the construction

process including fabrication, assembly, installation/erection will be

complimentary.

B. Types of prints required:

1. Shop drawings shall be submitted in the form of one sepia transparencies

of each sheet plus six blue line or black line prints of each sheet.




C. Review comments will be shown on the sepia transparency and one set will be

returned to the Contractor. The Contractor may make and distribute such copies

as are required for its purposes.

D. When agreed upon by the Customer or his representative, select submittals may

be made in electronic format in the form of “.pdf” files.

2.02 MANUFACTURERS' LITERATURE

A. The Contractor shall submit only the original printed literature, catalog cuts and

product data sheets available from the manufacturer(s).

B. Where content of submitted literature from manufacturer includes data not

pertinent to the submittal, the Contractor shall clearly show which portions of the

contents are being submitted for review.

C. The Contractor shall submit six copies. One will be returned to the contractor.

PART 3 - EXECUTION

3.01 IDENTIFICATION OF SUBMITTALS

A. Within 21 days of Notice to Proceed Contractor shall submit a complete list of all

submittals for the project. Submittals are required for all items as defined in the

Contract Specifications, and for all Items identified on the Contract Drawings.

B. The Contractor shall consecutively number all submittals under "Transmittal".

1. When re-submittal(s) is made for any reason, the Contractor shall transmit

under a new letter of transmittal with a new transmittal number.

2. On re-submittals, the Contractor shall cite the prior transmittal number(s)

under "submission number".

C. The Contractor shall maintain an accurate submittal log for the duration of the

Work, showing current status of all submittals at all times. The Contractor shall

make the submittal log available to the Customer for review upon request.

3.02 GROUPING OF SUBMITTALS

A. Unless otherwise specified, the Contractor shall make submittals in groups




containing all associated items to assure that information is available for checking

each item when it is received.

B. Partial and poorly prepared submittals will be rejected by the Engineer as not

complying with the requirements of the Contract. The Contractor will be liable

for delays so occasioned.

3.03 TIMING OF SUBMITTALS

A. The Contractor shall make submittals consistently with early start dates shown on

the approved baseline schedule, but sufficiently in advance of early scheduled

dates for installation to provide time required for reviews, for securing necessary

approvals, for possible revisions and re-submittals, and for placing orders and

securing delivery.

B. In scheduling, the Contractor shall allow 21 calendar days for review and

processing by the Engineer following its receipt of the submittal.

This review time will be increased for the submittal(s) that are so extensive that

21 calendar days of turn around period is unreasonable as determined by the

Engineer. This determination shall be binding on the Contractor.

C. Continued submission of material and repetitious submittals, which clearly fail to

meet the requirements of the Contract Documents and may cause delays in the

completion of the Contract, or any such delay, shall be the sole responsibility of

the Contractor.

3.04 CUSTOMER'S REVIEW

A. Review and Processing by the Engineer shall not relieve the Contractor from

responsibility for errors that may exist in the submitted data.

B. Revisions:

1. The Contractor shall make required revisions as noted on initial submittal.

2. If the Contractor considers any required revision to be a change, it shall so

notify the Customer as provided for in the "Agreement". Such notification

shall be made no later than 10 calendar days from the date of return of

such submittals, by the Customer or its Engineer, to the Contractor.

3. The review of the shop drawings waives the original contract requirements

of the Contract Documents only if the Contractor clearly states and

highlights the proposed deviation in a prominent fashion on the shop

drawing itself, and only as specially stated in writing by the Customer, that

the Contract Document requirements are waived.



Quality Requirements 01400-1

SECTION 01400

QUALITY REQUIREMENTS

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

B. Section includes administrative and procedural requirements for quality assurance and

quality control.

C. Testing and inspection services are required to verify compliance with requirements

specified or indicated. These services do not relieve Contractor of responsibility for

compliance with the Contract Document requirements.

1. Specific quality-assurance and quality-control requirements for individual work

results are specified in their respective Specification Sections. Requirements in

individual Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other

quality-assurance and quality-control procedures that facilitate compliance with

the Contract Document requirements.

3. Requirements for Contractor to provide quality-assurance and quality-control

services required by the Owner or authorities having jurisdiction are not limited

by provisions of this Section.

4. Specific test and inspection requirements are not specified in this Section.

1.03 DEFINITIONS

A. Experienced: When used with an entity or individual, "experienced" unless otherwise

further described means having successfully completed a minimum of five previous

projects similar in nature, size, and extent to this Project; being familiar with special

requirements indicated; and having complied with requirements of authorities having

jurisdiction.

B. Field Quality-Control Tests: Tests and inspections that are performed on-site for

installation of the Work and for completed Work.

C. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an

employee, Subcontractor, or Sub-subcontractor, to perform a particular construction

operation, including installation, erection, application, assembly, and similar operations.




1. Use of trade-specific terminology in referring to a trade or entity does not require

that certain construction activities be performed by accredited or unionized

individuals, or that requirements specified apply exclusively to specific trade(s).

D. Product Tests: Tests and inspections that are performed by a nationally recognized

testing laboratory (NRTL) according to 29 CFR 1910.7, by a testing agency accredited

according to NIST's National Voluntary Laboratory Accreditation Program (NVLAP),

or by a testing agency qualified to conduct product testing and acceptable to authorities

having jurisdiction, to establish product performance and compliance with specified

requirements.

E. Source Quality-Control Tests: Tests and inspections that are performed at the source;

for example, plant, mill, factory, or shop.

F. Testing Agency: An entity engaged to perform specific tests, inspections, or both.

Testing laboratory shall mean the same as testing agency.

G. Quality-Assurance Services: Activities, actions, and procedures performed before and

during execution of the Work to guard against defects and deficiencies and substantiate

that proposed construction will comply with requirements.

H. Quality-Control Services: Tests, inspections, procedures, and related actions during and

after execution of the Work to evaluate that actual products incorporated into the Work

and completed construction comply with requirements. Contractor's quality-control

services do not include contract administration activities performed by the Customer.

1.04 CONFLICTING REQUIREMENTS

A. Conflicting Standards and Other Requirements: If compliance with two or more

standards or requirements are specified and the standards or requirements establish

different or conflicting requirements for minimum quantities or quality levels, comply

with the most stringent requirement. Refer conflicting requirements that are different,

but apparently equal, to Customer for direction before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified

shall be the minimum provided or performed. The actual installation may comply

exactly with the minimum quantity or quality specified, or it may exceed the minimum

within reasonable limits. To comply with these requirements, indicated numeric values

are minimum or maximum, as appropriate, for the context of requirements. Refer

uncertainties to Customer for a decision before proceeding. Insert an article on special

compliance with a governing code only if necessary. Such provisions typically belong

in the Supplementary Conditions.




1.05 INFORMATIONAL SUBMITTALS

A. Contractor's Quality-Control Plan: For quality-assurance and quality-control activities

and responsibilities.

B. Qualification Data: For Contractor's quality-control personnel.

C. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance"

Article to demonstrate their capabilities and experience. Include proof of qualifications

in the form of a recent report on the inspection of the testing agency by a recognized

authority.

D. Schedule of Tests and Inspections: Prepare in tabular form and include the following:

1. Specification Section number and title.

2. Entity responsible for performing tests and inspections.

3. Description of test and inspection.

4. Identification of applicable standards.

5. Identification of test and inspection methods.

6. Number of tests and inspections required.

7. Time schedule or time span for tests and inspections.

8. Requirements for obtaining samples.

9. Unique characteristics of each quality-control service.

E. Reports: Prepare and submit certified written reports and documents as specified.

F. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits,

licenses, certifications, inspection reports, releases, jurisdictional settlements, notices,

receipts for fee payments, judgments, correspondence, records, and similar documents

established for compliance with standards and regulations bearing on performance of

the Work.

1.06 CONTRACTOR'S QUALITY-CONTROL PLAN

A. Quality-Control Plan, General: Submit quality-control plan within 21 days of Notice of

Award. Submit in format acceptable to the customer. Identify personnel, procedures,

controls, instructions, tests, records, and forms to be used to carry out Contractor's

quality-assurance and quality-control responsibilities. Coordinate with Contractor's

Construction Schedule.

B. Quality-Control Personnel Qualifications: Engage qualified personnel trained and

experienced in managing and executing quality-assurance and quality-control

procedures similar in nature and extent to those required for Project.

1. Project quality-control manager may also serve as Project superintendent.




C. Submittal Procedure: Describe procedures for ensuring compliance with requirements

through review and management of submittal process. Indicate qualifications of

personnel responsible for submittal review.

D. Testing and Inspection: In quality-control plan, include a comprehensive schedule of

Work requiring testing or inspection, including the following:

1. Contractor-performed tests and inspections including Subcontractor-performed

tests and inspections. Include required tests and inspections and Contractor-

elected tests and inspections. Distinguish source quality-control tests and

inspections from field quality-control tests and inspections.

2. Special inspections required by authorities having jurisdiction and indicated on

the Statement of Special Inspections.

3. Owner-performed tests and inspections indicated in the Contract Documents.

E. Continuous Inspection of Workmanship: Describe process for continuous inspection

during construction to identify and correct deficiencies in workmanship in addition to

testing and inspection specified. Indicate types of corrective actions to be required to

bring work into compliance with standards of workmanship established by Contract

requirements.

F. Monitoring and Documentation: Maintain testing and inspection reports including log

of approved and rejected results. Include work Customer has indicated as

nonconforming or defective. Indicate corrective actions taken to bring nonconforming

work into compliance with requirements. Comply with requirements of authorities

having jurisdiction.

1.09 REPORTS AND DOCUMENTS

A. Test and Inspection Reports: Prepare and submit certified written reports specified in

other Sections. Include the following:

1. Date of issue.

2. Project title and number.

3. Name, address, telephone number, and email address of testing agency.

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making tests and inspections.

6. Description of the Work and test and inspection method.

7. Identification of product and Specification Section.

8. Complete test or inspection data.

9. Test and inspection results and an interpretation of test results.

10. Record of temperature and weather conditions at time of sample taking and

testing and inspection.

11. Comments or professional opinion on whether tested or inspected Work complies

with the Contract Document requirements.

12. Name and signature of laboratory inspector.




13. Recommendations on retesting and reinspecting.


A. General: Qualifications paragraphs in this article establish the minimum qualification

levels required; individual Specification Sections specify additional requirements.

B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems

similar to those indicated for this Project and with a record of successful in-service

performance, as well as sufficient production capacity to produce required units. As

applicable, procure products from manufacturers able to meet qualification

requirements, warranty requirements, and technical or factory-authorized service

representative requirements.

C. Fabricator Qualifications: A firm experienced in producing products similar to those

indicated for this Project and with a record of successful in-service performance, as well

as sufficient production capacity to produce required units.

D. Installer Qualifications: A firm or individual experienced in installing, erecting,

applying, or assembling work similar in material, design, and extent to that indicated for

this Project, whose work has resulted in construction with a record of successful in-

service performance.

E. Professional Engineer Qualifications: A professional engineer who is legally qualified

to practice in the State of Alaska and who is experienced in providing engineering

services of the kind indicated. Engineering services are defined as those performed for

installations of the system, assembly, or product that are similar in material, design, and

extent to those indicated for this Project.

F. Specialists: Certain Specification Sections require that specific construction activities

shall be performed by entities who are recognized experts in those operations.

Specialists shall satisfy qualification requirements indicated and shall be engaged for

the activities indicated.

1. Requirements of authorities having jurisdiction shall supersede requirements for

specialists.

G. Manufacturer's Technical Representative Qualifications: An authorized representative

of manufacturer who is trained and approved by manufacturer to observe and inspect

installation of manufacturer's products that are similar in material, design, and extent to

those indicated for this Project.

H. Factory-Authorized Service Representative Qualifications: An authorized representative

of manufacturer who is trained and approved by manufacturer to inspect installation of

manufacturer's products that are similar in material, design, and extent to those

indicated for this Project.




1.11 QUALITY CONTROL

A. Owner Responsibilities: Where quality-control services are indicated as Owner's

responsibility, Owner will engage a qualified testing agency to perform these services.

1. Owner will furnish Contractor with names, addresses, and telephone numbers of

testing agencies engaged and a description of types of testing and inspection they

are engaged to perform.

2. Payment for these services will be made from testing and inspection allowances,

as authorized by Change Orders.

3. Costs for retesting and reinspecting construction that replaces or is necessitated by

work that failed to comply with the Contract Documents will be charged to

Contractor.

B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are

Contractor's responsibility. Perform additional quality-control activities, whether

specified or not, to verify and document that the Work complies with requirements.

1. Unless otherwise indicated, provide quality-control services specified and those

required by authorities having jurisdiction. Perform quality-control services

required of Contractor by authorities having jurisdiction, whether specified or not.

2. Engage a qualified testing agency to perform quality-control services.

a. Contractor shall not employ same entity engaged by Owner, unless agreed

to in writing by Owner.

3. Notify testing agencies at least 24 hours in advance of time when Work that

requires testing or inspection will be performed.

4. Where quality-control services are indicated as Contractor's responsibility, submit

a certified written report, in duplicate, of each quality-control service.

5. Testing and inspection requested by Contractor and not required by the Contract

Documents are Contractor's responsibility.

6. Submit additional copies of each written report directly to authorities having

jurisdiction, when they so direct.

C. Retesting/Reinspecting: Regardless of whether original tests or inspections were

Contractor's responsibility, provide quality-control services, including retesting and

reinspecting, for construction that replaced Work that failed to comply with the

Contract Documents.

D. Testing Agency Responsibilities: Cooperate with the Customer and Contractor in

performance of duties. Provide qualified personnel to perform required tests and

inspections.

1. Notify Customer and Contractor promptly of irregularities or deficiencies

observed in the Work during performance of its services.




2. Determine the locations from which test samples will be taken and in which in-

situ tests are conducted.

3. Conduct and interpret tests and inspections and state in each report whether tested

and inspected work complies with or deviates from requirements.

4. Submit a certified written report, in duplicate, of each test, inspection, and similar

quality-control service through Contractor.

5. Do not release, revoke, alter, or increase the Contract Document requirements or

approve or accept any portion of the Work.

6. Do not perform duties of Contractor.

E. Manufacturer's Field Services: Where indicated, engage a factory-authorized service

representative to inspect field-assembled components and equipment installation,

including service connections. Report results in writing as specified in Section 013300

"Submittal Procedures."

F. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical

representative to observe and inspect the Work. Manufacturer's technical

representative's services include participation in preinstallation conferences,

examination of substrates and conditions, verification of materials, observation of

Installer activities, inspection of completed portions of the Work, and submittal of

written reports.

G. Associated Contractor Services: Cooperate with agencies and representatives

performing required tests, inspections, and similar quality-control services, and provide

reasonable auxiliary services as requested. Notify agency sufficiently in advance of

operations to permit assignment of personnel. Provide the following:

1. Access to the Work.

2. Incidental labor and facilities necessary to facilitate tests and inspections.

3. Adequate quantities of representative samples of materials that require testing and

inspection. Assist agency in obtaining samples.

4. Facilities for storage and field curing of test samples.

5. Delivery of samples to testing agencies.

6. Preliminary design mix proposed for use for material mixes that require control

by testing agency.

7. Security and protection for samples and for testing and inspection equipment at

Project site.

H. Coordination: Coordinate sequence of activities to accommodate required quality-

assurance and quality-control services with a minimum of delay and to avoid necessity

of removing and replacing construction to accommodate testing and inspection.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.

I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar

quality-control services required by the Contract Documents. Coordinate and submit

concurrently with Contractor's Construction Schedule. Update as the Work progresses.




PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.01 TEST AND INSPECTION LOG

A. Test and Inspection Log: Prepare a record of tests and inspections. Include the

following:

1. Date test or inspection was conducted.

2. Description of the Work tested or inspected.

3. Date test or inspection results were transmitted to Customer.

4. Identification of testing agency or special inspector conducting test or inspection.

B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to

test and inspection log for Customer’s reference during normal working hours.

1. Submit log at Project closeout as part of Project Record Documents.

3.02 REPAIR AND PROTECTION

A. General: On completion of testing, inspection, sample taking, and similar services,

repair damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other

Specification Sections or matching existing substrates and finishes. Restore

patched areas and extend restoration into adjoining areas with durable seams that

are as invisible as possible.

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of

responsibility for quality-control services.





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Testing Services 01410-1

SECTION 01410

TESTING SERVICES

PART 1 - GENERAL

1.01 DESCRIPTION

A. Work Included:

The Contractor shall employ a testing and inspection agency fully licensed and

competent in the field of testing specific elements of the project. The

Contractor shall submit such testing agencies and their qualifications for

Owner’s prior written approval.

B. Related Work:

1. Section 01400, Quality Requirements

2. Section 01600, Materials and Equipment.

3. Divisions 2 through 16 Specification Sections as relevant.

C. Payment for Testing and Inspection:

1. The Contractor shall pay for all necessary testing and inspection

services.


A. The testing laboratory shall be approved by Owner.

B. Testing, when required, shall be the strictest of all pertinent codes and

regulations, including selected standards of the American Society for Testing

and Materials.

C. All site testing and taking of the specimens and samples shall be performed in

the presence of the Construction Manager.

1.03 PRODUCT HANDLING

A. The Contractor shall comply with pertinent provisions of Section 01600.

B. The Contractor shall promptly process and submit required copies of test

reports and related instructions to assure necessary retesting and replacement




of materials without any possible delay in the progress of the Work.

PART 2 - PRODUCTS

2.01 RETESTING

A. When initial tests indicate non-compliance with the Contract Documents,

subsequent retesting occasioned by the non-compliance shall be performed by

the same testing agency, at no additional cost to Owner.

2.02 CONTRACTOR'S CONVENIENCE TESTING

A. Inspecting and testing performed exclusively for the Contractor's convenience

shall be the sole responsibility of the Contractor.

PART 3 - EXECUTION

3.01 COOPERATION WITH TESTING LABORATORY

A. Representatives of the testing laboratory shall have access to the Work at all

times and at all locations where the Work is in progress. The Contractor shall

provide facilities for such access to enable the laboratory to perform its

functions properly.

3.02 SCHEDULES FOR TESTING

A. Establishing Schedule:

1. By advance discussion with the Testing Laboratory, the Contractor shall

determine the time required for the laboratory to perform its tests and to

issue each of its findings.

2. The Contractor shall provide all required time within the approved

construction schedule.





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Construction Facilities and Temporary Services 01500-1

SECTION 01500

CONSTRUCTION FACILITIES AND TEMPORARY SERVICES

PART 1 - GENERAL

1.01 DESCRIPTION

A. Work Included:

The Contractor shall provide temporary facilities and controls needed for the

performance of its Work including, but not necessarily limited to:

1. Temporary utilities such as heat, water, electricity, and telephone;

2. Field office for the Contractor's personnel

3. Field offices for Owner’s Personnel

4. Sanitary facilities

5. Enclosures such as tarpaulins, barricades, and canopies

6. First-aid facilities

7. Temporary fencing and other safety devices for pedestrian and vehicular

traffic as well as isolating the construction area.

1.02 RELATED SECTIONS

A. Contract Agreement.

B. Section 01010, Summary of Work.

C. Section 01300, Submittals.

1.03 SUBMITTALS

A. The Contractor shall comply with pertinent provisions of Section 01300,

Submittals and this Section.

B. The Contractor shall provide shop drawings including means, methods and

procedures related to all temporary facilities.





The Contractor shall maintain and protect all temporary facilities and controls in proper

and safe condition throughout progress of the Work.

1.05 TEMPORARY UTILITIES AND SERVICES

A. Water

1. The Contractor shall provide drinking water from an approved source, so

piped or transported as to keep it safe and fresh and served from single

service containers or satisfactory types of drinking stands or fountains.

All such facilities and services shall be furnished in strict accordance with

existing governing health regulations.

2. The Contractor shall protect pipes and water servicing equipment from

freezing during inclement weather.

B. Sanitary facilities:

2. The Contractor shall furnish for the work force on this project, the

necessary toilet conveniences, secluded from public observation. The

conveniences shall be kept in a clean, sanitary condition and shall comply

with the requirements and regulations of the agencies having jurisdiction.

C. Power and Lighting:

1. The Contractor shall provide, maintain and pay for all costs of temporary

electrical and lighting services required at the site for the proper

performance and inspection of work. The level of lighting shall not be

less than the existing. Remove services and lighting after completion of

work and repair of all damages.

2. The Contractor shall provide area distribution boxes so located that the

individual trades may furnish and use 100 ft. maximum length extension

cords to obtain power and lighting at points where needed for work,

inspection, and safety.

3. The Contractor shall provide all necessary items such as breakers,

transformers, panel boards, and cable required for the service. The

Contractor shall provide a complete distribution system expanded as

required during the construction including wiring devices, outlets,

distribution panels, transformers, cable and other related work necessary

to provide a temporary power system for use during construction.

4. The Contractor shall pay all costs associated with the utility tie-ins,

physical plant, maintenance of system throughout construction, removal of




same at project completion and any other items necessary in providing

temporary power and light.

5. The temporary power and lighting system shall at all times conform with

the applicable codes and regulations of OSHA, NEMA, UL, and the local

municipality.

D. Telephones:

1. The Contractor shall make necessary arrangements and pay costs for

installation, maintenance and operation of direct line (non pay type)

telephone services in Owner’s field office at the site.

E. Heating:

The Contractor shall provide and maintain heat necessary for proper conduct of

operations.

1.06 ACCESS, STORAGE AND PARKING AREAS

A. The Contractor shall establish a construction Compound in which the Contractor

provided Owner’s office trailers will be located adjacent to the Contractor's office

trailers. The physical location of the compound will require written approval of

the Owner’s designated representative.

B. The Contractor shall provide a minimum of 3 parking spaces adjacent to the

Owner’s trailer within the compound for Owner’s personnel vehicles.

C. The Contractor shall provide all necessary security for this compound area. The

Contractor shall provide all necessary keys to the Owner's Owner’s designated

representative so as to provide access to the compound at any time.

D. The Contractor shall submit to the Owner’s designated representative a plan

layout of the Compound within 14 days after Notice to Proceed (NTP).

E. The Contractor shall coordinate the provision of utility services for all trailers and

be responsible for all installation charges, removal costs at Project completion,

and any periodic or other charges incidental to the provision of those utility

services.

F. Upon final acceptance of the Work, the Contractor shall clean up the work areas

and leave them in a neat and orderly condition. The Contractor shall dismantle

and remove all temporary fencing and barricades and other temporary items

installed, unless otherwise directed by the Owner’s designated representative.

Repair damaged areas to their original condition.




1.07 FIELD OFFICES AND SHEDS

Furnishing of a Contractor’s Field Office is optional. Should the contractor opt to furnish a

Contractor’s Field Office, the Office shall conform to the requirements defined in this section.

A. Contractor's Field Office:

1. Furnish and maintain a field office with a telephone and internet

connection at the site during the entire period of construction. The

Contractor or superintendent shall be present at said office at all times

while its work is in progress. Keep readily accessible, at the field office

copies of both the Contract Documents and the latest approved shop and

working drawings.

Maximum Office Size: 8 ft wide x 24 ft. long

Furnishings: Contractor’s preference

2. Submit for Owner's written approval, working drawings showing proposed

locations and size of offices.

1.09 ENCLOSURES AND TEMPORARY FENCING

A. Furnish, erect and maintain any necessary temporary barricades, warning, danger

and detour signs, suitable and adequate lights and take all other precautions to

protect the work, employees and the public.

1.10 DUST CONTROL

A. The Contractor shall control the generation of dust on the project. Accomplish

dust control by water sprinkling or by other methods approved by the Owner’s

designated representative to keep all parts of the disturbed areas free from dust

causing a nuisance to others. Failure to properly control dust will result in the

Owner’s designated representative ordering Contractor to stop work activity until

such time as the Contractor demonstrates, to the satisfaction of the Owner’s

designated representative, that he has the necessary facilities to control dust. No

time extensions will be allowed for this delay and the facilities shall be

established at no additional cost to Owner.





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Materials and Equipment 01600-1

SECTION 01600

MATERIALS AND EQUIPMENT

PART 1 - GENERAL

1.01 DESCRIPTION

Work of this section includes:

A. Products

B. Transportation and handling

C. Storage and protection

D. Product options

E. Substitutions

1.02 RELATED WORK

A. Contract.

B. Section 01010, Summary of Work.

C. Section 01300, Submittals.

1.03 QUALITY ASSURANCE:

The Contractor shall include in its Quality Assurance Program, such procedures as are

required to assure full protection of work and materials.

1.04 MANUFACTURER’S RECOMMENDATIONS:

The Contractor shall comply with manufacturer’s recommendations on product handling,

storage, and protection except as noted in the Contract Documents or otherwise approved

by Owner.

1.05 PRODUCTS

A. The Contractor shall not reuse materials and equipment removed from existing

premises, except as specifically permitted by the Contract Documents.




B. The Contractor shall provide interchangeable components of the same

manufacture, for components being replaced.

1.06 TRANSPORTATION AND HANDLING

A. The Contractor shall transport and handle products in accordance with

manufacturer's instructions.

B. The Contractor shall promptly inspect shipments to ensure that products comply

with requirements, quantities are correct, and products are undamaged.

C. The Contractor shall provide equipment and personnel to handle products by

methods to prevent soiling, disfigurement, or damage.

D. The Contractor shall deliver products to the job site in their manufacturer's

original container, with labels intact and legible.

1. The Contractor shall maintain packaged materials with seals unbroken and

labels intact until time of installation.

2. The Contractor shall promptly remove damaged material and unsuitable

Items from the job site, and promptly replace with material meeting the

specified requirements, at no additional cost to Owner.

E. Owner may reject, as non-complying, such material and products, that do not bear

satisfactory identification as to manufacturer, grade, quality, and other pertinent

information.

1.07 STORAGE AND PROTECTION

A. The Contractor shall store and protect products in accordance with manufacturers'

instructions, with seals and labels intact and legible.

B. The Contractor shall store sensitive products in weather tight, climate controlled

enclosures.

C. For exterior storage of fabricated products, the contractor shall place on sloped

supports, above ground.

D. The Contractor may make off-site arrangements for storage and staging, and

deliver material to the site as required so as not to affect work progress of other

contractors and create unsafe conditions.

E. The Contractor shall protect all finished surfaces and equipment.

F. The Contractor shall provide protection for finished floor surfaces prior to




allowing equipment or materials to be moved over such surfaces.

G. The Contractor shall maintain finished surfaces and equipment clean, unmarred,

and suitable protected until final acceptance by Owner.

1.08 REPAIRS AND REPLACEMENTS:

A. In event of damage, the Contractor shall promptly make replacements and repairs

at no additional cost to Owner.

B. Additional time required to secure replacements and to make repairs will not be

considered by Owner as justification for extension to contract time.

1.09 PRODUCT OPTIONS

A. Products Specified by reference standards or by description only: Any Product

meeting those standards or description.

B. Products Specified by naming one or more manufacturers: Products of

manufacturers named and meeting specifications, no options or substitutions

allowed, except as otherwise provided in the Contract Documents.

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

Not used.





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Contract Closeout 01700-1

SECTION 01700

CONTRACT CLOSEOUT

PART 1 - GENERAL

1.01 DESCRIPTION

A. This Section specifies the requirements for closing out the project in addition to

those requirements specified in the Contract Agreement.

B. Definitions: Project closeout is the term used to describe collective project

requirements that are to be fulfilled near the end of the Contract Time in

preparation for final acceptance and occupancy of the Work by the Owner, as well

as final payment to the Contractor and the normal termination of the Contract.

1. Specific requirements for individual units of work are included in the

appropriate sections in Divisions 2 through 16.

2. Time of closeout is directly related to “Substantial Completion;” therefore,

the time of closeout may be either a single time period for the entire Work

or a series of time periods for individual elements of the Work that have

been certified as substantially complete at different dates. This time

variation, if any, shall be applicable to the other provisions of this section.


A. Contract.

B. Section 01710 - Final Cleaning.

C. Section 01720 - Project Record Documents.

1.03 PREREQUISITES TO SUBSTANTIAL COMPLETION

A. General: Complete the following before requesting the Owner’s inspection for

certification of substantial completion, either for the entire Work or for portions

of the Work. List known exceptions in the request:

1. In the progress payment request that coincides with, or is the first request

following, the date substantial completion is claimed, show either 100%

completion for the portion of the Work claimed as "substantially

complete", or list incomplete items, the value of incomplete work, and




reasons for the Work being incomplete. Include supporting documentation

for completion as indicated in the Contract Documents.

2. Submit written certification to the Owner that the Project, or designated

portion thereof, is substantially complete.

3. Submit list of items to be completed or corrected, and material delivery

dates of major items as applicable.

4. Submit a statement showing an accounting of changes to the Contract

Sum.

5. Advise Owner of pending insurance change-over requirements.

6. Submit three copies of all specific warranties for materials and equipment,

workmanship/maintenance bonds, maintenance agreements, final

certifications and similar documents. The effective time limits of all

guarantees and warranties shall commence on the date of Final

Acceptance.

7. Obtain and submit releases enabling Owner’s full, unrestricted use of the

Work and access to services and utilities. Where required, include

occupancy permits, operating certificates and similar releases.

8. Deliver tools, spare parts, extra stock of material and similar physical

items to the Authority.

9. Make the final change-over of locks and transmit the keys to Owner.

Advise Owner’s personnel of the change-over in security provisions.

10. Complete start-up testing of systems, and instruction of the Owner's

operating and maintenance personnel. Discontinue or change over and

remove temporary facilities and services from the project site, along with

construction tools and facilities, mock-ups, and similar elements.

11. Complete final cleaning up requirements, including touch-up painting of

marred surfaces.

12. Touch-up and otherwise repair and restore marred exposed finishes.

B. Inspection Procedures: Upon receipt of the Contractor’s requests for inspection,

the Owner will either proceed with inspection or advise the Contractor of

unfulfilled prerequisites.




1. Following the initial inspection, the Owner will either prepare the

certificate of substantial completion, or will advise the Contractor of work

which must be performed before the certificate will be issued. The Owner

will repeat the inspection when requested and when assured that the Work

has been substantially completed.

2. Results of the completed inspection will form the initial "punch-list" for

final acceptance.

3. The punch-list shall include a reasonable time period to effectuate the

work which is mutually agreed upon by all parties.

1.04 PREREQUISITES TO FINAL ACCEPTANCE

A. General: Complete the following before requesting the Owner's final inspection

for certification of final acceptance, and final payment as required by the

Agreement. List known exceptions, if any, in the request.

1. Submit the final payment request with final releases and supporting

documentation not previously submitted and accepted. Include certificates

of insurance for products and completed operations where required.

2. Submit an updated final statement, accounting for final additional changes

to the Contract Sum.

3. Submit a certified copy of the Owner's final punch-list of itemized work to

be completed or otherwise resolved for acceptance and has been endorsed

and dated by the Owner.

4. Submit final meter readings for utilities, a measured record of stored fuel,

and similar data either of the date of substantial completion, or else when

the Authority took possession of and responsibility for corresponding

elements of the Work.

5. Submit consent of surety.

6. Submit evidence of final, continuing insurance coverage complying with

insurance requirements.

7. Submit record drawings, maintenance manuals if not submitted previously

as specified in Section 01300, final project photographs, damage or

settlement- survey, property survey, and similar final record information.

8. Submit written certification that:

a. Contract Documents have been reviewed.




b. Work has been completed in accordance with Contract Documents.

c. Equipment and systems have been tested in the presence of

Authority representatives and are operational.

B. Re-inspection Procedure: The Owner will re-inspect the Work upon receipt of the

Contractor's notice that the work, including punch-list items resulting from earlier

inspections, has been completed, except for those times whose completion has

been delayed because of circumstances that are acceptable to the Owner.

1. Upon completion of re-inspection, the Owner will either prepare a

certificate of final acceptance, or will advise the Contractor of work that is

incomplete or of obligations that have not been fulfilled, but are required

for final acceptance.

2. If necessary, the re-inspection procedure will be repeated.

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

Not used.





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Final Cleaning 01710-1

SECTION 01710

FINAL CLEANING

PART 1 - GENERAL

1.01 DESCRIPTION

A. This section details work for preparing the site and/or facility for substantial

completion.

1.02 RELATED WORK

A. Section 01500, Construction Facilities and Temporary Controls.

1.03 QUALITY ASSURANCE:

A. In addition to the standards described in this Section the Contractor shall comply

with pertinent requirements of governmental agencies having jurisdiction.

B. "Clean," for the purpose of the Article, and except as may be specifically provided

otherwise, shall be interpreted as meaning the level of cleanliness generally

provided by skilled cleaners using commercial quality building and site

maintenance equipment and materials.

PART 2 - PRODUCTS

2.01 CLEANING MATERIAL AND EQUIPMENT

A. The Contractor shall provide required personnel, equipment, and materials needed

to achieve the specified standard of cleanliness.

2.02 COMPATIBILITY

A. The Contractor shall use only the cleaning materials and equipment which are

compatible with the surface being cleaned, as recommended by the manufacturer

of the material and acceptable to Owner.

B. The Contractor shall replace surfaces damaged from improper use of material

and/or cleaning methods.

PART 3 - EXECUTION




3.01 FINAL CLEANING

A. The Contractor shall, prior to turning over the substantially completed area to

Owner’s Maintenance and Operation Section, remove from the area all tools,

surplus materials, equipment, scrap, debris, and waste. If any of the contractor's

work continues in the substantially completed area, the Contractor shall continue

the cleaning until completion. Schedule final cleaning on dates approved by

Owner.

B. Site:

1. Unless otherwise specifically directed by Owner, the Contractor shall

sweep grade areas within the contract limit and paved areas adjacent to the

site.

2. The Contractor shall completely remove resultant debris.

3. The Contractor shall remove graffiti, if any, from all surfaces and restore

surface to original condition.

C. Structures

1. The Contractor shall visually inspect all existing and finished surfaces and

remove all traces of soil, waste materials, smudges, graffiti and other

foreign matter.

2. The Contractor shall remove all traces of splashed materials from structure

within contract limit and from adjacent surfaces.

3. If necessary to achieve a uniform degree of cleanliness, the Contractor

shall wash the exterior of the structure with high pressure water and

detergent.

4. In the event of stubborn stains not removable with detergent, the

Contractor shall utilize light sandblasting or other cleaning methods at no

additional cost to Owner.

5. The Contractor shall remove paint droppings, spots, stains and dirt from

existing and finished surfaces.

D. Finished Surface:

1. The Contractor shall remove all labels and tags which are strictly used for

the convenience of manufacturing, assembly, installation and

identifications.




2. The Contractor shall clean stained steel surfaces of all foreign material.

Finish surfaces with application of buffed polish material as recommended

by the manufacturer.

E. Equipment:

1. The Contractor shall wipe surfaces of all mechanical and electrical

equipment including system components to a dirt free condition. Touch

up the surfaces to match with the overall finish of the equipment/system

component.

2. Insure that the equipment and system components are properly identified

as required by the Contract Documents.





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Project Record Documents 01720-1

SECTION 01720

PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. Throughout progress of the Work, the Contractor shall maintain an

accurate record of changes to the Contract Drawings and Specifications.

2. The Contractor shall, at the time of substantial completion, but prior to

requesting for reduction in retainage, transfer the changes to a set of Final

Record Documents.

1.02 RELATED WORK

A. Documents affecting work of this Section include, but are not necessarily limited

to the Contract Agreement and Division 1 of these Specifications.

B. Other requirements affecting Project Record Documents may appear in pertinent

other Sections of these Specifications.


A. Accuracy of Records:

1. The Contractor shall thoroughly coordinate changes within the Record

Documents, making adequate and proper entries on each page of

Specifications and each sheet of Drawings and other documents where

such entry is required to show the change properly.

2. Accuracy of records shall be such that future search for items as installed

may rely reasonably on information obtained from the approved Final

Record Documents.

B. The Contractor shall make entries on the Record Documents on a weekly basis to

include all work performed during the last week.

C. The Contractor shall use professional draftsperson to prepare job set as well as to

transfer "job set" information to Final Record Documents.




1.04 SUBMITTALS

A. The Contractor shall comply with pertinent provisions of Section 01300,

Submittals.


A. The Contractor shall maintain the job set of Record Documents completely

protected from deterioration and from loss and damage until completion of the

Work and transfer of all recorded data to the Final Record Documents.

PART 2 - PRODUCTS

2.01 RECORD DOCUMENTS

A. Job set:

Following receipt of Owner's Notice to Proceed, the Contractor, shall secure from

Engineer one complete set of all documents comprising the Contract Documents.

B. Final Record Documents:

The Final Record Documents are to include:

1. Updated mylars of original Contract Drawings.

2. Additional as-built mylars to include all changes during the Contract

period, that could not be included on the original contract drawings.

3. Updated Specifications to include Contract Specifications with all changes

made during the Contract period.

4. “As installed” versions of same size mylars of all fabrication, detail and

installation drawings.

5. Electronic drawings and specifications- Drawings in AutoCAD formatted

with approved version, layering and pen tables; Specifications in

Microsoft Word, Version 2003 or newer.

PART 3 - EXECUTION

3.01 MAINTENANCE OF JOB SET

A. The Contractor shall, immediately upon receipt of the job set described in

Paragraph 2.1 A. above, identify each of the Documents with the title "RECORD




DOCUMENTS - JOB SET."

B. Preservation:

1. The Contractor shall, devise a suitable method for protecting the job set in

consideration of the Contract duration, the probable number of occasions

upon which the job set must be taken out for new entries; the transfer of

information on Final Record Documents and for examination, and the

conditions under which these activities will be performed.

2. The Contractor shall not use the job set for any purpose except entry of

new data, for review by Engineer and transfer of data to Final Record

Documents.

3. Maintain the job set at the site of Work.

C. Making entries on Drawings:

1. The Contractor shall utilize an erasable colored pencil (not ink or indelible

pencil) to clearly describe the change by graphic line and note as required.

2. The Contractor shall date all entries.

3. The Contractor shall call attention to the entry by a "cloud" drawn around

the area or areas affected.

4. The Contractor shall in the event of overlapping changes, use different

colors for the overlapping changes.

D. Specifications:

1. The Contractor shall transfer all Contract changes to respective

Specifications and/or drawings set immediately, as the change is

incorporated in the field.

2. The Contractor shall make appropriate entries in the Specifications and

drawings as soon as the change is incorporated in the field.

E. Conversion of schematic layouts:

1. The Contract drawings may indicate arrangements of conduits, circuits,

piping, ducts, and similar items shown schematically, and is not intended

to portray precise physical layout.

Final physical arrangement is determined by the Contractor, subject to

Owner's written approval. However, design of future modifications of the

facility requires accurate information as to the final physical layout of




items which must be schematically shown on the Record Drawings.

2. Show on the job set of Record Drawings, by dimension accurate to within

(English Dimensioning Standards), the centerline of each run of items

such as are described in subparagraph 3.1E.1 above.

a. The Contractor shall clearly identify the item by accurate note such

as "cast iron drain", "galvanized conduit," and the like.

b. The Contractor shall show, by symbol or note, the vertical location

of the item ("under slab," "in ceiling plenum," "exposed," and the

like).

c. The Contractor shall make all identification sufficiently descriptive

that it may be related reliably to the Specifications.

3.2 FINAL PROJECT RECORD INFORMATION

A. The purpose of the Final Project Record Documents is to provide factual

information regarding all aspects of the Work, both concealed and visible, to

enable future modifications of the Work to proceed without lengthy and

expensive site measurement, investigation, and examination.

B. Accuracy of Record Data Prior to Transfer:

1. The Contractor is solely responsible for accurate transfer of all field

changes and preparing additional mylars and specification pages.

C. Transfer of Data to Drawings:

1. The Contractor shall carefully transfer change data shown on the job set to

the Final Record Documents coordinating the changes as required.

2. The Contractor shall clearly indicate at each affected detail and master

drawing a full description of changes made during construction, and the

actual location of items.

3. The Contractor shall call attention to each entry by drawing a "cloud"

around the areas affected.

4. The Contractor shall make changes neatly, consistently, and with the

proper media to assure longevity and clear reproduction.

5. The Contractor shall prepare additional mylars in the same size as the

original contract drawings for changes to details (including installation

and fabrication drawings) incorporated in the construction that could not

be corrected on the record drawings. These mylars shall be adequately




identified and cross referenced with pertinent Record Drawing(s) to make

it part of the Final Record Documents.

D. Transfer of Data to Specifications:

1. The Contractor shall accurately and legibly transfer all information from

job set to Final Project Record Specifications sets.

E. Review and Submittal:

1. The Contractor shall submit the completed set of Final Record Documents

to Owner.

2. The Contractor shall participate in review meetings as required.

3. The Contractor shall make required changes and promptly deliver the

Final Project Record Documents to Owner.

4. The Contractor shall sign each sheet of the record drawings including

contractor stamp.

3.3 CHANGES SUBSEQUENT TO ACCEPTANCE

A. The Contractor has no responsibility for recording changes in the Work

subsequent to Final Completion, except for changes resulting from work

performed under Warranty.





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Grounding and Bonding 16060 - 1

SECTION 16060

GROUNDING AND BONDING

PART 1 - GENERAL


A. Contract drawings and other specifications.

1.2 SUMMARY OF THE WORK

A. This Section includes grounding of electrical systems and equipment. Grounding

requirements specified in this Section may be supplemented by special

requirements of systems described in other Sections and as shown on the

drawings.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Product Data: For the following:

1. Grounding Electrodes.

2. Grounding Conductors

3. Bonding Conductors

4. Connectors

5. Test Wells


A. Electrical Components, Devices, and Accessories: Listed and labeled as defined

in NFPA 70, Article 100, by a testing agency acceptable to authorities having

jurisdiction, and marked for intended use.

1. Comply with UL 467.




B. Comply with NFPA 780 and UL 96 when interconnecting with lightning

protection system.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by

one of the following:

1. Grounding Conductors, Cables, Connectors, and Rods:

a. Chance/Hubbell.

b. Copperweld Corp.

c. Erico Inc.; Electrical Products Group.

d. ILSCO.

e. Kearney/Cooper Power Systems.

f. Korns: C. C. Korns Co.; Division of Robroy Industries.

g. O-Z/Gedney Co.; a business of the EGS Electrical Group.

h. Raco, Inc.; Division of Hubbell.

i. Thomas & Betts, Electrical.

j. Or Approved Equal

2. Test Wells:

a. Hager, Model: GAW910.

b. Or Approved Equal

2.2 GROUNDING CONDUCTORS

A. Underground Conductors: Bare, tinned, stranded, unless otherwise indicated.

B. Bare Copper Conductors: Comply with the following:

1. Assembly of Stranded Conductors: ASTM B 8.

C. Copper Bonding Conductors: As follows:

1. Grounding Cable: No. 2 AWG stranded copper conductor.

2.3 CONNECTOR PRODUCTS




A. Comply with IEEE 837 and UL 467; listed for use for specific types, sizes, and

combinations of conductors and connected items.

B. Bolted Connectors: Bolted-pressure-type connectors, or compression type.

C. Welded Connectors: Exothermic-welded type, in kit form, and selected per

manufacturer's written instructions.

2.4 GROUNDING ELECTRODES

A. Ground Rods: Copper-clad steel.

1. Size: ¾” diameter by 96 inches in length.

2.5 Test Wells

A. Size: 9” diameter.

B. Material: HDPE

C. Cover: Twist-Lock HDPE, labeled accordingly.

D. Connections within test wells shall be mechanical type.

PART 3 - EXECUTION

3.1 APPLICATION

A. Use only copper conductors for both insulated and bare grounding conductors in

direct contact with earth, concrete, masonry, crushed stone, and similar materials.

B. In raceways, use insulated equipment grounding conductors, unless otherwise

specified.

C. Exothermic-Welded Connections: Use for connections to structural steel and for

underground connections.

D. Equipment Grounding Conductor Terminations: Use bolted pressure clamps.

E. Grounding Bus: Install beneath cable wall entry ports, and elsewhere as

indicated.

1. Use insulated spacer; space 1 inch from wall and support from wall a

minimum of 6 inches above finished floor, unless otherwise indicated.




2. At doors, route the bus up to the top of the door frame, across the top of

the doorway, and down to the specified height above the floor.

F. Underground Grounding Conductors: Use tinned copper conductor, No. 2 AWG

minimum. Bury at least 30 inches below grade for perimeter ground loop unless

specified otherwise in the drawing.

G. Install test wells flush with finished grade.

3.2 EQUIPMENT GROUNDING CONDUCTORS

A. Comply with NFPA 70, Article 250, for types, sizes, and quantities of equipment

grounding conductors, unless specific types, larger sizes, or more conductors than

required by NFPA 70 are indicated.

B. Install equipment-grounding conductors in all feeders and circuits.

3.3 CONNECTIONS

A. General: Make connections so galvanic action or electrolysis possibility is

minimized. Select connectors, connection hardware, conductors, and connection

methods so metals in direct contact will be galvanically compatible.

1. Use electroplated or hot-tin-coated materials to ensure high conductivity

and to make contact points closer to order of galvanic series.

B. Exothermic-Welded Connections: Comply with manufacturer's written

instructions. Welds that are puffed up or that show convex surfaces indicating

improper cleaning are not acceptable.

C. Equipment Grounding Conductor Terminations: For No. 8 AWG and larger, use

pressure-type grounding lugs. No. 10 AWG and smaller grounding conductors

may be terminated with winged pressure-type connectors.

D. Noncontact Metal Raceway Terminations: If metallic raceways terminate at

metal housings without mechanical and electrical connection to housing,

terminate each conduit with a grounding bushing. Connect grounding bushings

with a bare grounding conductor to grounding bus or terminal in housing. Bond

electrically noncontinuous conduits at entrances and exits with grounding

bushings and bare grounding conductors, unless otherwise indicated.

E. Tighten screws and bolts for grounding and bonding connectors and terminals

according to manufacturer's published torque-tightening values. If manufacturer's

torque values are not indicated, use those specified in UL 486A.




F. Compression-Type Connections: Use hydraulic compression tools to provide

correct circumferential pressure for compression connectors. Use tools and dies

recommended by connector manufacturer. Provide embossing die code or other

standard method to make a visible indication that a connector has been adequately

compressed on grounding conductor.

G. Moisture Protection: If insulated grounding conductors are connected to ground

rods or grounding buses, insulate entire area of connection and seal against

moisture penetration of insulation and cable.

3.4 FIELD QUALITY CONTROL TESTING

A. Testing: Contractor will perform the following field quality-control testing:

B. Testing: Perform the following field quality-control testing:

1. After installing grounding system but before permanent electrical circuitry

has been energized, test for compliance with requirements.

2. Test completed grounding system at each location where a maximum

ground-resistance level is specified. Measure ground resistance at the

single point ground ensuring that resistance to ground does not exceed 10

ohms. Where the resistance to ground exceeds 10 ohms install an

additional 8 or 10 Ft. ground rod and retest. Repeat this process until the

10-ohm objective is met. If resistance to ground exceeds these values

notify Engineer promptly and include recommendations to reduce ground

resistance.

3. Provide drawings locating each ground rod and ground rod assembly and

other grounding electrodes, identify each by letter in alphabetical order,

and key to the record of tests and observations. Include the number of

rods driven and their approximate depth at each location. Describe

measures taken to improve test results.





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Electrical Identification 16075 - 1

SECTION 16075

ELECTRICAL IDENTIFICATION

PART 1 - GENERAL


A. All Contract drawings.

1.2 SUMMARY

A. This Section includes electrical identification materials and devices required to

comply with ANSI C2, NFPA 70, OSHA standards, and authorities having

jurisdiction.

B. In the event DTE requirements are different, comply with DTE standards.

1.3 SUBMITTALS

A. Product Data: For each electrical identification product indicated.

B. Schedule of Nomenclature: An index of electrical equipment and system

components used in identification signs and labels.

C. Samples: For each type of label and sign to illustrate color, lettering style, and

graphic features of identification products.


A. Comply with ANSI C2.

B. Comply with NFPA 70.

C. Comply with ANSI A13.1 and NFPA 70 for color-coding.

PART 2 - PRODUCTS

2.1 RACEWAY AND CABLE LABELS

A. Comply with ANSI A13.1, Table 3, for minimum size of letters for legend and for

minimum length of color field for each raceway and cable size.




1. Color: Black letters on orange field.

2. Legend: Indicates voltage.

B. Adhesive Labels: Preprinted, flexible, self-adhesive vinyl with legend over-

laminated with a clear, weather- and chemical-resistant coating.

C. Pre-tensioned, Wraparound Plastic Sleeves: Flexible, preprinted, color-coded,

acrylic band sized to suit the diameter of the line it identifies and arranged to stay

in place by pre-tensioned gripping action when placed in position.

D. Colored Adhesive Tape: Self-adhesive vinyl tape not less than 3 mils thick by 1

to 2 inches wide.

E. Tape Markers: Vinyl or vinyl-cloth, self-adhesive, wraparound type with

preprinted numbers and letters.

F. Aluminum, Wraparound Marker Bands: Bands cut from 0.014-inch- thick

aluminum sheet, with stamped or embossed legend, and fitted with slots or ears

for permanently securing around wire or cable jacket or around groups of

conductors.

G. Plasticized Card-Stock Tags: Vinyl cloth with preprinted and field-printed

legends. Orange background, unless otherwise indicated, with eyelet for fastener.

H. Aluminum-Faced, Card-Stock Tags: Weather-resistant, 18-point minimum card

stock faced on both sides with embossible aluminum sheet, 0.002 inch thick,

laminated with moisture-resistant acrylic adhesive, punched for fasteners, and

preprinted with legends to suit each application.

I. Brass or Aluminum Tags: 2 by 2 by 0.05-inch metal tags with stamped legend,

punched for fastener.

2.2 NAMEPLATES AND SIGNS

A. Safety Signs: Comply with 29 CFR, Chapter XVII, Part 1910.145.

B. Engraved Plastic Nameplates and Signs: Engraving stock, melamine plastic

laminate, minimum 1/16 inch thick for signs up to 20 sq. in. and 1/8 inch thick for

larger sizes.

1. Engraved legend with black letters on white face.

2. Punched or drilled for mechanical fasteners.

C. Baked-Enamel Signs for Interior Use: Preprinted aluminum signs, punched or

drilled for fasteners, with colors, legend, and size required for the application.

1/4-inch grommets in corners for mounting.




D. Exterior, Metal-Backed, Butyrate Signs: Weather-resistant, nonfading,

preprinted, cellulose-acetate butyrate signs with 0.0396-inch galvanized-steel

backing; and with colors, legend, and size required for the application. 1/4-inch

grommets in corners for mounting.

E. Fasteners for Nameplates and Signs: Self-tapping, stainless-steel screws or

No. 10/32, stainless-steel machine screws with nuts and flat and lock washers.

2.3 MISCELLANEOUS IDENTIFICATION PRODUCTS

A. Cable Ties: Fungus-inert, self-extinguishing, one-piece, self-locking, Type 6/6

nylon cable ties.

1. Minimum Width: 3/16 inch.

2. Tensile Strength: 50 lb minimum.

3. Temperature Range: Minus 40 to plus 185 deg F.

4. Color: According to color-coding.

B. Paint: Formulated for the type of surface and intended use.

1. Primer for Galvanized Metal: Single-component acrylic vehicle

formulated for galvanized surfaces.

2. Primer for Concrete Masonry Units: Heavy-duty-resin block filler.

3. Primer for Concrete: Clear, alkali-resistant, binder-type sealer.

4. Enamel: Silicone-alkyd or alkyd urethane as recommended by

manufacturer.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Identification Materials and Devices: Install at locations for most convenient

viewing without interference with operation and maintenance of equipment.

B. Lettering, Colors, and Graphics: Coordinate names, abbreviations, colors, and

other designations with corresponding designations in the Contract Documents or

with those required by codes and standards. Use consistent designations

throughout Project.

C. Sequence of Work: If identification is applied to surfaces that require finish,

install identification after completing finish work.

D. Self-Adhesive Identification Products: Clean surfaces before applying.

E. Install painted identification according to manufacturer's written instructions and

as follows:




1. Clean surfaces of dust, loose material, and oily films before painting.

2. Prime surfaces using type of primer specified for surface.

3. Apply one intermediate and one finish coat of enamel.

F. Color Banding Raceways and Exposed Cables: Band exposed and accessible

raceways of the systems listed below:

1. Bands: Pretensioned, wraparound plastic sleeves; colored adhesive tape;

or a combination of both. Make each color band 2 inches wide,

completely encircling conduit, and place adjacent bands of two-color

markings in contact, side by side.

2. Band Locations: At changes in direction, at penetrations of walls and

floors, at 50-foot maximum intervals in straight runs, and at 25-foot

maximum intervals in congested areas.

3. Apply the following colors to the systems listed below:

a. Fire Alarm System: Red.

G. Caution Labels for Indoor Boxes and Enclosures for Power and Lighting: Install

pressure-sensitive, self-adhesive labels identifying system voltage with black

letters on orange background. Install on exterior of door or cover.

H. Circuit Identification Labels on Boxes: Install labels externally.

1. Exposed Boxes: Pressure-sensitive, self-adhesive plastic label on cover.

2. Concealed Boxes: Plasticized card-stock tags.

3. Labeling Legend: Permanent, waterproof listing of panel and circuit

number or equivalent.

I. Color-Coding of Secondary Phase Conductors: Use the following colors for

service, feeder and branch-circuit phase conductors:

1. 480/277/208/120-V Conductors:

a. Phase A: Black.

b. Phase B: Red.

c. Phase C: Blue.

2. Factory apply color the entire length of conductors, except the following

field-applied, color-coding methods may be used instead of factory-coded

wire for sizes larger than No. 10 AWG:

a. Colored, pressure-sensitive plastic tape in half-lapped turns for a

distance of 6 inches from terminal points and in boxes where

splices or taps are made. Apply last two turns of tape with no

tension to prevent possible unwinding. Use 1-inch- wide tape in

colors specified. Adjust tape bands to avoid obscuring cable

identification markings.




b. Colored cable ties applied in groups of three ties of specified color

to each wire at each terminal or splice point starting 3 inches from

the terminal and spaced 3 inches apart. Apply with a special tool

or pliers, tighten to a snug fit, and cut off excess length.

J. Power-Circuit Identification: Metal tags or aluminum, wraparound marker bands

for cables, feeders, and power circuits in vaults, pull and junction boxes,

manholes, and switchboard rooms.

1. Legend: 1/4-inch- steel letter and number stamping or embossing with

legend corresponding to indicated circuit designations.

2. Tag Fasteners: Nylon cable ties.

3. Band Fasteners: Integral ears.

K. Apply identification to conductors as follows:

1. Conductors to Be Extended in the Future: Indicate source and circuit

numbers.

2. Multiple Power or Lighting Circuits in the Same Enclosure: Identify each

conductor with source, voltage, circuit number, and phase. Use color-

coding to identify circuits' voltage and phase.

3. Multiple Control and Communication Circuits in the Same Enclosure:

Identify each conductor by its system and circuit designation. Use a

consistent system of tags, color-coding, or cable marking tape.

L. Apply warning, caution, and instruction signs as follows:

1. Warnings, Cautions, and Instructions: Install to ensure safe operation and

maintenance of electrical systems and of items to which they connect.

Install engraved plastic-laminated instruction signs with approved legend

where instructions are needed for system or equipment operation. Install

metal-backed butyrate signs for outdoor items.

M. Equipment Identification Labels: Engraved plastic laminate. Install on each unit

of equipment, including central or master unit of each system. This includes

power, lighting, communication, signal, and alarm systems, unless units are

specified with their own self-explanatory identification. Unless otherwise

indicated, provide a single line of text with 1/2-inch- high lettering on 1-1/2-inch-

high label; where two lines of text are required, use labels 2 inches high. Use

white lettering on black field. Apply labels for each unit of the following

categories of equipment using mechanical fasteners:

1. Panelboards, electrical cabinets, and enclosures.

2. Access doors and panels for concealed electrical items.

3. Disconnect switches.

4. Enclosed circuit breakers.

5. Control devices.



Conductors and Cables 16120 - 1

SECTION 16120

CONDUCTORS AND CABLES

PART 1 - GENERAL


A. All Contract drawings and specifications.

1.2 SUMMARY

A. This Section includes wires and cables and associated connectors, splices, and

terminations for wiring systems rated 600 V and less.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Qualification Data: For testing agency.

C. Field Quality-Control Test Reports: From a qualified testing and inspecting

agency engaged by Contractor.






PART 2 - PRODUCTS

2.1 CONDUCTORS AND CABLES

A. Available Manufacturers:

1. American Insulated Wire Corp.; a Leviton Company.

2. General Cable Corporation.

3. Senator Wire & Cable Company.

4. Southwire Company.




5. Okonite

B. Refer to Part 3 "Conductor and Insulation Applications" Article for insulation

type, cable construction, and ratings.

C. Conductor Material: Copper solid conductor for No. 10 AWG and smaller,

stranded for No. 8 AWG and larger.

D. Conductor Insulation Types: Type THHN-THWN, XHHW.

E. Single and Multiconductor Cable as noted on the drawings.

2.2 CONNECTORS AND SPLICES


1. AFC Cable Systems, Inc.

2. AMP Incorporated/Tyco International.

3. Hubbell/Anderson.

4. O-Z/Gedney; EGS Electrical Group LLC.

5. 3M Company; Electrical Products Division.

6. Approved Equal

B. Description: Factory-fabricated connectors and splices of size, ampacity rating,

material, type, and class for application and service indicated.

PART 3 - EXECUTION

3.1 CONDUCTOR AND INSULATION APPLICATIONS

A. Feeders in above ground conduit: Type THHN-THWN, single conductor.

B. Feeders in underground conduits and ducts: Type THHN-THWN, three

conductors.

3.2 INSTALLATION

A. Use manufacturer-approved pulling compound or lubricant where necessary;

compound used must not deteriorate conductor or insulation. Do not exceed

manufacturer's recommended maximum pulling tensions and sidewall pressure

values.

B. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable

grips, that will not damage cables or raceway.




C. Support conduits and cables according to National Electrical Code.

D. Seal around cables penetrating fire-rated elements.

E. Identify and color-code conductors and cables according to Section 16075

"Electrical Identification."

3.3 CONNECTIONS

A. Tighten electrical connectors and terminals according to manufacturer's published

torque-tightening values. If manufacturer's torque values are not indicated, use

those specified in UL 486A and UL 486B.

B. Make splices and taps that are compatible with conductor material and that

possess equivalent or better mechanical strength and insulation ratings than

unspliced conductors.

C. Wiring at Outlets: Install conductor at each outlet, with at least 12 inches of

slack.

3.4 FIELD QUALITY CONTROL

A. Testing: Perform the following field quality-control testing:

1. After installing conductors and cables and before electrical circuitry has

been energized, test for compliance with requirements.

2. Perform each electrical test and visual and mechanical inspection stated in

NETA ATS, Section 7.3.1. Certify compliance with test parameters.

B. Test Reports: Prepare a written report to record the following:

1. Test procedures used.

2. Test results that comply with requirements.

3. Test results that do not comply with requirements and corrective action

taken to achieve compliance with requirements.





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Raceways and Boxes 16130 - 1

SECTION 16130

RACEWAYS AND BOXES

PART 1 - GENERAL


A. All Contract drawings and specifications.

1.2 SUMMARY

A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for

electrical wiring.

1.3 DEFINITIONS

A. RGS: Rigid Galvanized Steel conduit

B. FMC: Flexible metal conduit.

C. LFMC: Liquidtight flexible metal conduit.

D. PVC: Polyvinyl Chloride conduit.

1.4 SUBMITTALS

A. Product Data: For surface raceways, wireways and fittings, floor boxes, hinged-

cover enclosures, and cabinets.

B. Shop Drawings: Show fabrication and installation details of components for

raceways, fittings, boxes, enclosures, and cabinets.






1.6 COORDINATION




A. Coordinate layout and installation of raceways, boxes, enclosures, cabinets, and

suspension system with other construction that penetrate floors, walls and ceilings

or is supported by them, including light fixtures, HVAC equipment, fire-

suppression system, and partition assemblies, etc.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

2.2 METAL CONDUIT AND TUBING


1. AFC Cable Systems, Inc.

2. Alflex Inc.

3. Anamet Electrical, Inc.; Anaconda Metal Hose.

4. Electri-Flex Co.

5. Grinnell Co./Tyco International; Allied Tube and Conduit Div.

6. LTV Steel Tubular Products Company.

7. Manhattan/CDT/Cole-Flex.

8. O-Z Gedney; Unit of General Signal.

9. Wheatland Tube Co.

10. Approved Equal

B. LFMC: Flexible steel conduit with PVC jacket.

C. Fittings: NEMA FB 1; compatible with conduit and tubing materials.

2.3 METAL WIREWAYS


1. Hoffman.

2. Square D.

3. Approved Equal

B. Material and Construction: Sheet metal sized and shaped as indicated, NEMA 1

or NEMA 3R as required.

C. Fittings and Accessories: Include couplings, offsets, elbows, expansion joints,

adapters, hold-down straps, end caps, and other fittings to match and mate with

wireways as required for complete system.




D. Select features, unless otherwise indicated, as required to complete wiring system

and to comply with NFPA 70.

E. Wireway Covers: Screw-cover type.

F. Finish: Manufacturer's standard enamel finish.

2.4 BOXES, ENCLOSURES, AND CABINETS


1. Cooper Crouse-Hinds; Div. of Cooper Industries, Inc.

2. Emerson/General Signal; Appleton Electric Company.

3. Erickson Electrical Equipment Co.

4. Hoffman.

5. Hubbell, Inc.; Killark Electric Manufacturing Co.

6. O-Z/Gedney; Unit of General Signal.

7. RACO; Division of Hubbell, Inc.

8. Robroy Industries, Inc.; Enclosure Division.

9. Scott Fetzer Co.; Adalet-PLM Division.

10. Spring City Electrical Manufacturing Co.

11. Thomas & Betts Corporation.

12. Walker Systems, Inc.; Wiremold Company (The).

13. Woodhead, Daniel Company; Woodhead Industries, Inc. Subsidiary.

14. Approved Equal

B. Sheet Metal Outlet and Device Boxes: NEMA OS 1.

C. Cast-Metal Outlet and Device Boxes: NEMA FB 1, Type FD, with gasketed

cover.

D. Nonmetallic Outlet and Device Boxes: NEMA OS 2.

E. Floor Boxes: Cast metal, fully adjustable, rectangular.

F. Floor Boxes: Nonmetallic, nonadjustable, round.

G. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1.

H. Cast-Metal Pull and Junction Boxes: NEMA FB 1, cast aluminum with gasketed

cover.

I. Hinged-Cover Enclosures: NEMA 250, Type 1, with continuous hinge cover and

flush latch.

1. Metal Enclosures: Steel, finished inside and out with manufacturer's

standard enamel.




2. Nonmetallic Enclosures: Plastic, finished inside with radio-frequency-

resistant paint.

J. Cabinets: NEMA 250, Type 1, galvanized steel box with removable interior

panel and removable front, finished inside and out with manufacturer's standard

enamel. Hinged door in front cover with flush latch and concealed hinge. Key

latch to match panelboards. Include metal barriers to separate wiring of different

systems and voltage and include accessory feet where required for freestanding

equipment.

2.5 FACTORY FINISHES

A. Finish: For raceway, enclosure, and cabinet components provide manufacturer's

standard gray paint applied to factory-assembled surface raceways, enclosures,

and cabinets before shipping.

PART 3 - EXECUTION

3.1 RACEWAY APPLICATION

A. Outdoors:

1. Exposed: Rigid galvanized steel RGS

2. Concealed: Rigid galvanized steel RGS

3. Connection to Vibrating Equipment: LFMC.

4. Boxes and Enclosures: NEMA 250, Type 3R.

B. Indoors:

1. Exposed: Rigid galvanized steel RGS

2. Concealed: Rigid galvanized steel RGS

3. Connection to Vibrating Equipment: LFMC.

4. Boxes and Enclosures: NEMA 250, Type 3R.

C. Minimum Raceway Size above ground: 3/4-inch trade size.

D. Minimum Raceway Size below ground: 1.0-inch trade size.

E. Raceway Fittings: Compatible with raceways and suitable for use and location.

3.2 INSTALLATION

A. Keep raceways at least 6 inches away from parallel runs of flues and steam or hot-

water pipes. Install horizontal raceway runs above water and steam piping.




B. Complete raceway installation before starting conductor installation.

C. Support raceways as specified in National Electrical Code.

D. Install temporary closures to prevent foreign matter from entering raceways.

E. Protect stub-ups from damage where conduits rise through floor slabs. Arrange

so curved portions of bends are not visible above the finished slab.

F. Make bends and offsets so ID is not reduced. Keep legs of bends in the same

plane and keep straight legs of offsets parallel, unless otherwise indicated.

G. Raceways Embedded in Slabs: Install in middle 1/3 of slab thickness where

practical and leave at least 2 inches of concrete cover.

1. Secure raceways to reinforcing rods to prevent sagging or shifting during

concrete placement.

2. Space raceways laterally to prevent voids in concrete.

3. Run conduit larger than 1-inch trade size parallel or at right angles to main

reinforcement. Where at right angles to reinforcement, place conduit close

to slab support.

H. Install exposed raceways parallel or at right angles to nearby surfaces or structural

members and follow surface contours as much as possible.

1. Run parallel or banked raceways together on common supports.

2. Make parallel bends in parallel or banked runs. Use factory elbows only

where elbows can be installed parallel; otherwise, provide field bends for

parallel raceways.

I. Join raceways with fittings designed and approved for that purpose and make

joints tight.

1. Use insulating bushings to protect conductors.

J. Tighten setscrews of threadless fittings with suitable tools.

K. Terminations:

1. Where raceways are terminated with locknuts and bushings, align

raceways to enter squarely and install locknuts with dished part against

box. Use two locknuts, one inside and one outside box.

2. Where raceways are terminated with threaded hubs, screw raceways or

fittings tightly into hub so end bears against wire protection shoulder.

Where chase nipples are used, align raceways so coupling is square to

box; tighten chase nipple so no threads are exposed.




L. Install pull wires in empty raceways. Use polypropylene or monofilament plastic

line with not less than 200-lb tensile strength. Leave at least 12 inches of slack at

each end of pull wire.

M. Telephone and Signal System Raceways, 2-Inch Trade Size and Smaller: In

addition to above requirements, install raceways in maximum lengths of 150 feet

and with a maximum of two 90-degree bends or equivalent. Separate lengths with

pull or junction boxes where necessary to comply with these requirements.

N. Install raceway sealing fittings at suitable, approved, and accessible locations and

fill them with UL-listed sealing compound. For concealed raceways, install each

fitting in a flush steel box with a blank cover plate having a finish similar to that

of adjacent plates or surfaces. Install raceway sealing fittings at the following

points:

1. Where conduits pass from warm to cold locations, such as boundaries of

refrigerated spaces.

2. Where otherwise required by NFPA 70.

O. Stub-up Connections: Extend conduits through concrete floor for connection to

freestanding equipment. Install with an adjustable top or coupling threaded inside

for plugs set flush with finished floor. Extend conductors to equipment with rigid

steel conduit; FMC may be used 6 inches above the floor. Install screwdriver-

operated, threaded plugs flush with floor for future equipment connections.

P. Flexible Connections: Use maximum of 72 inches of flexible conduit for recessed

and semi-recessed lighting fixtures; for equipment subject to vibration, noise

transmission, or movement; and for all motors. Use LFMC in damp or wet

locations. Install separate ground conductor across flexible connections.

Q. Surface Raceways: Install a separate, green, ground conductor in raceways from

junction box supplying raceways to receptacle or fixture ground terminals.

R. Set floor boxes level and flush with finished floor surface.

S. Install hinged-cover enclosures and cabinets plumb. Support at each corner.

3.3 PROTECTION

A. Provide final protection and maintain conditions that ensure coatings, finishes,

and cabinets are without damage or deterioration at time of Substantial

Completion.

1. Repair damage to galvanized finishes with zinc-rich paint recommended

by manufacturer.

2. Repair damage to PVC or paint finishes with matching touchup coating

recommended by manufacturer.




3.4 CLEANING

A. After completing installation of exposed, factory-finished raceways and boxes,

inspect exposed finishes and repair damaged finishes.





NO TEXT THIS PAGE



Communications 16700 - 1

SECTION 16700

COMMUNICATIONS

PART I – GENERAL


A. Contract drawing package

B. Division 3 specification sections

1.2 SUMMARY

A. This section includes all communications devices and associated connectors,

splices, and termination.

1.3 SUBMITTALS

A. Product Data and Factory Acceptance Test Results: For communications devices,

antennas, cabling, and related mounting equipment.

B. Drawings: Show final installation details for devices, cabling, and racks.

C. Test Procedure: Provide test procedure that demonstrates proper installation of

transmission line and antenna alignment such that adequate signal strength is ap-

plied and received from radio at opposing end of the link.

D. RF signal strength test results: Document installed radios provide adequate signal

strength for both 4.94-4.99 GHz and 6.425 – 7.125 GHz frequencies.

1. Receive signal strength at all Firetide Radios (4.94-4.99 GHz) should be at

least -70 dBm at opposite end of the link at the radio interface.

2. Receive signal strength at all Aviat Radios (6.425-7.125 GHz) should be at

least -80 dBm at opposite end of the link at the radio interface.

PART II – PRODUCTS

A. The contract drawing packages contain a Bill of Materials reference lists. The

Contractor is responsible for procuring all parts not listed as “Provided by

ARRC.”

B. All products listed as “Provided by ARRC” will be procured by ARRC and are to

be installed by the contractor unless noted otherwise.



Communications 16700 - 2

PART III – EXECUTION

3.1 FACTORY ACCEPTANCE TEST

A. All RF communications equipment (including by not limited to: radios, wave-

guide, cables, antennas, etc.) shall complete factory acceptance testing by the

manufacturer or an approved test agency to demonstrate equipment meets speci-

fications.

B. All factory acceptance test results shall be submitted to the owner.

3.2 INSTALLATION

A. All communications equipment will be installed and wired as described in the

contract drawing packages and the project Summary of Work (Section 01010).

B. Once installation is complete all wiring must be verified by the Contractor.

C. The Contractor must test all radio links to verify receive signal strength meets the

minimum requirement as detailed in this section. Additionally the Contractor

must verify EIRP levels generated by each antenna do not exceed the limits de-

fined by the frequency license.

D. The Contractor is responsible for configuring all communications equipment with

network settings to be defined by ARRC.




Attachment A

AVIAT Equipment List

(Equipment Provided by ARRC)

Proposal Number : NA140225-41870

Proposal Date : July 9, 2014

Aviat U.S., Inc. Issue No : B

5200 Great America Parkway Territory Manager : L. Brigdan

Santa Clara, CA 95054 System Engineer : C. Menor

Sales Engineer : A. Kretzschmer

Company ALASKA RAILROAD Terms : WSCA 02702c

Attn Orro Wendt Delivery : 7 to 9 Weeks ARO

Address Expiration : 90 Days

Currency : USD

Aviat Networks Confidential and Proprietary Information Freight : FOB Destination Prepaid & Bill

300Mbps Ethernet MW Backhaul (2+0 L1LA) 1st shelf

2nd shelf

EQUIPMENT LIST PRODUCT CODE UNIT SYSTEM

ITEM DESCRIPTION PART NUMBER PRICE QTY PRICE QTY PRICE QTY PRICE QTY PRICE QTY PRICE QTY PRICE

1.000 Eclipse Packet Node Microwave Radio

1.100 IRU600 RFU ASSY

1.101 IRU600 V3 RFSEC ASSY 2+0 1 ANT MAIN, 2RU, U5/U5 GHZ EV104-M5-M5-300 $13,397 4 $53,588 1 $13,397 2 $26,794 1 $13,397

1.102 IRU600 V3 RFSEC ASSY 1+0 REPEATER, 2RU, U5/U5 GHZ EV105-M5-M5-300 $13,241 2 $26,482 1 $13,241 1 $13,241

1.103 PAS-FIXED SMA ATTEN,10dB,2W,DC-18GHz LOC-PE7005-10 $125

1.200 PACKET NODE (INUe)

1.201 ECLIPSE, INTELLIGENT NODE UNIT 2RU, INC IDCE, FAN, NCCV2, HIGH OUTPUT EXX-000-203 $1,910 4 $7,640 1 $1,910 1 $1,910 1 $1,910 1 $1,910

1.202 KIT BRACKET 2RU 179-530064-001 $20 4 $80 1 $20 1 $20 1 $20 1 $20

1.203 NODE PROTECTION CARD, HIGH OUTPUT EXS-002 $462 4 $1,848 1 $462 1 $462 1 $462 1 $462

1.204 AUX, ALARM I/O CARD EXA-001 $133 4 $532 1 $133 1 $133 1 $133 1 $133

1.205 RAC 60E, QPSK-256 QAM, High Gain, No XPIC, ACM and SYNC-E EXR-660-002 $670 12 $8,040 2 $1,340 4 $2,680 4 $2,680 2 $1,340

1.206 DAC GE3 GIGABIT ETHERNET SWITCH CARD EXD-181-002 $650 12 $7,800 2 $1,300 4 $2,600 4 $2,600 2 $1,300

1.207 NODE SW LICENSE, 400 Mbps TOTAL RADIO PAYLOAD CAPACITY EZE-08006 $600 1 $600 1 $600

1.208 NODE SW LICENSE, 800 Mbps TOTAL RADIO PAYLOAD CAPACITY EZE-08007 $720 3 $2,160 1 $720 1 $720 1 $720

1.209 IRU 600 Nodal High power option 2 x RFU EZF-62 $935 1 $935 1 $935

1.210 IRU 600 Nodal High power option 4 x RFU EZF-64 $1,870 3 $5,610 1 $1,870 1 $1,870 1 $1,870

1.211 LAYER 1 LINK AGGREGATION NODAL ON DAC GE / DAC GE3 EZF-01 $450 4 $1,800 1 $450 1 $450 1 $450 1 $450

1.300 Eclipse Accessories

1.301 CABLE PROT / BRIDGEING GE3, DIRECT FIT, 500mm 037-579461-500 $62 6 $372 1 $62 2 $124 2 $124 1 $62

1.302 NMS, ETHERNET CABLE, RJ45 CAT 5/CAT 5e, 2m (6.5') 037-579124-002 $6 4 $24 1 $6 1 $6 1 $6 1 $6

1.303 BLK CAT6A PATCH CABLE 7FT LOC-EVNSL6A-R2-007 $55 12 $660 2 $110 4 $220 4 $220 2 $110

1.304 ALARM I/O HD15 10M WIREWRAP 037-579315-001 $83 4 $332 1 $83 1 $83 1 $83 1 $83

1.400 OPTIONAL Eclipse Accessories (Optional - Not in Grand Total)

1.401 GIGABIT ETHERNET SFP, ELECTRICAL 1000BASE-T, PLUG-IN MODULE EXG-261-SFP-GE-E $200

1.402 GIGABIT ETHERNET SFP, OPTICAL 1000BASE-LX 10 KM, PLUG-IN MODULE EXG-261-SFP-GE-O $200

1.403 GIG ETH SFP, OPT MMF 850nm LC 1000BASE-SX, <550M 079-422662-001 $130

1.404 SPLITTER 2M LC-LC TO LC 037-579143-001 $75

1.405 SPLITTER MM LC-LC TO LC 2M 037-579486-002 $90

1.406 SIMPLEX 3M SM LC TO LC 037-579131-001 $70

1.407 SIMPLEX 3M MM LC TO LC 037-579431-001 $24

1.500 Recommended Eclipse Spares

1.501 RFU, MP, IRU600v3, 5.8/L6 GHz, 5725-6450 MHz ERM-U53-301 $6,611 2 $13,222 2 $13,222

1.502 FAN TRAY KIT, IRU 600 V3 179-530149-001 $85 2 $170 2 $170

1.503 ECLIPSE, INTELLIGENT NODE UNIT 2RU, INC IDCE, FAN, NCCV2, HIGH OUTPUT EXX-000-203 $1,910 1 $1,910 1 $1,910

1.504 NODE PROTECTION CARD, HIGH OUTPUT EXS-002 $462 1 $462 1 $462

1.505 AUX, ALARM I/O CARD EXA-001 $133 1 $133 1 $133

1.506 RAC 6XE, QPSK-256 QAM, High Gain, XPIC, ACM and SYNC-E EXR-600-002 $1,277 2 $2,554 2 $2,554

1.507 DAC GE3 GIGABIT ETHERNET SWITCH CARD EXD-181-002 $650 2 $1,300 2 $1,300

1.508 CABLE PROT / BRIDGEING GE3, DIRECT FIT, 500mm 037-579461-500 $62 2 $124 2 $124

2.000 ProVision EMS

2.100 ProVision EMS Software

2.101 PROVISION SOLUTION PACK - 20 NODES 614-225010-002 $4,500 1 $4,500 1 $4,500

2.200 Hardware

2.201 ProVision Windows Server, up to 1,000 SLV, Entry Level, Tower (incl. Keyboard, Mouse, and LCD Monitor) 614-100140-001 $3,651 1 $3,651 1 $3,651

3.000 Racks and Accessories

3.100 Racks

3.101 Rack Assembly 7' Chatsworth Aluminum W/1 Breaker Panel W/O breakers, W/10 blank covers 179-530307-0113 $955 4 $3,820 1 $955 1 $955 1 $955 1 $955

3.102 Installation Kit, Aluminum Rack, Concrete Floor 179-530119-001 $699 4 $2,796 1 $699 1 $699 1 $699 1 $699

To CurryTo Miami Lake

To Curry

To Hurricane

To Miami Lake

To Chulitna

SPARES/EMS/SERVICESHURRICANE MIAMI LAKE CURRY CHULITNA

Aviat Networks: This quotation is subject to Aviat Networks standard terms and conditions of sale, copy attached and/or provided upon request.7/9/2014 - 11:43 AM

Page 1 of 3




3.103 Isolation Kit, 19" Rack 179-530121-001 $417 4 $1,668 1 $417 1 $417 1 $417 1 $417

3.104 CIRCUIT BREAKER 20 AMP SNAPAK PWR-000053-TRM $23 8 $184 2 $46 2 $46 2 $46 2 $46

3.200 IRU600v3 WG Extension Kits

3.201 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 1+0/MHSB 1ANT, RPTR(MAIN) 179-530135-AA101 $234 2 $468 1 $234 1 $234

3.202 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 2+0/FD, RPTR (RPTR) 179-530135-AA102 $234 4 $936 1 $234 1 $234 1 $234 1 $234

3.203 WG EXT KIT IRU600 V3 6GHZ SH2-PO2, 2+0/FD, RPTR (RPTR) 179-530135-BB202 $569 2 $1,138 1 $569 1 $569

3.204 EXT BRKT KIT IRU600 2 SHELF 179-530089-001 $84 2 $168 1 $84 1 $84

4.000 Antenna and Waveguide Systems

4.100 Antennas

4.101 ANTENNA, 5.925-6.425GHZ, 1.8M/6FT, HP, DUAL POL, CPR137G, WHT HYP RAD AND-HPX6-59-P1A/K $3,428 2 $6,856 1 $3,428 1 $3,428

4.102 ANTENNA, 5.925-6.425GHZ, 2.4M/8FT, HP, DUAL POL, CPR137G, WHT HYP RAD AND-HPX8-59-P1A $4,224

4.103 ANTENNA, 5.925-6.425GHZ, 3.0M/10FT, HP, DUAL POL, CPR137G, WHT HYP RAD AND-HPX10-59-P1A $5,508

4.101 ANTENNA, 5.925-6.425GHZ, 1.8M/6FT, HP, SNGL POL, CPR137G, WHT HYP RAD AND-HP6-59-P1A/K $3,233 4 $12,932 1 $3,233 2 $6,466 1 $3,233

4.104 RAM TYPE; DUAL POL BLOCK (LOAD) MATING FLANGE PDR70/CPR137; WAVEGUIDE SIZE WR137 AND-112614-70 $101

4.105 INBOARD SIDE STRUT KIT FOR 6FT MICROWAVE ANTENNAS; 10.5 FT AND-520570-10 $181 6 $1,086 1 $181 2 $362 2 $362 1 $181

4.106 SIDE STRUT FOR ANDREW TMW ANTENNA 2.4M, 3.0M AND 3.7M AND-520570-3 $325

4.107 OUTBOARD SIDE STRUT KIT FOR 8/10/12FT MICROWAVE ANTENNAS AND-520570-4 $229

4.108 TWR LEG MOUNT KIT, SUPPORTS UP TO 8" DIAMETER LEG & 6' ANTENNA OR SMALLER 179-530147-001 $1,293 6 $7,758 1 $1,293 2 $2,586 2 $2,586 1 $1,293

4.109 FACE MOUNT/ICE SHIELD KIT, SUPPORTS UP TO 8' FACE & UP TO 8" DIAMETER LEG 179-530145-001 $2,707

4.200 Antenna Ice-shields (Optional - Not in Grand Total)

4.201 KIT, ANTENNA ICE SHIELD, FOR 1.83 M/6 FT AND-MTC35856 $4,566

4.202 KIT, ANTENNA ICE SHIELD, FOR 2.44 M/8 FT AND-MTC35858 $5,139

4.203 MICROWAVE DISH ICE SHIELD FOR 10' (3.0M) ANTENNAS AND-MD-S10 $3,756

4.204 HARDWARE KIT, GUY MATERIAL, DISH SHIELDS (MDSH2) AND-MDSH2 $307

4.205 SADDLE MOUNT KIT, FOR MD-S GUY CABLES (SM-UMDS) AND-SM-UMDS $404

4.206 KIT, GUY WIRE TIE BACK (GW-TB) AND-GW-TB $706

4.207 UNIV SADDLE MOUNT FOR STR OR TPR LEGS UP TO 8 IN OD, 8 IN ANG 60 DEG, OR 6 IN ANG 90 DEG AND-SM-U2080 $186

4.208 UNIV SLIDING PIPE MOUNT KIT FOR 4 1/2 IN OD X 63 IN PIPE AND-PM-SU4-63 $421

As per customer, Ice Shields not required.

4.300 Waveguide

4.301 ELLIPTICAL WAVEGUIDE STANDARD, 5.925-7.125 GHZ, BLACK PE JACKET, PER FOOT AND-EW63-F $9 1333 $11,997 285 $2,565 135 $1,215 483 $4,347 430 $3,870

4.302 5.925-7.125 GHz CPR137G FIXED-TUNED CPR137G CONN. FOR EW63, EWP63 AND-163SE $283 16 $4,528 2 $566 4 $1,132 6 $1,698 4 $1,132

4.303 KIT, WG ACCESSORIES, EW63 (5.925-7.125GHZ), SUPPORTS 100FT OF WG EA. AND-EW63-KIT $506 15 $7,590 3 $1,518 2 $1,012 5 $2,530 5 $2,530

4.304 VAL EW63 X2 HOLE BOOT KIT LOC-BAEW632 $44 5 $220 1 $44 1 $44 2 $88 1 $44

4.305 EW63 X2 HOLES CUSHION (Bag of 5 Kits) LOC-SREW632-K $57 90 $5,130 19 $1,083 9 $513 33 $1,881 29 $1,653

4.306 PRESSURE WINDOW FOR WR137, 5.858.2 GHZ, MATES TO CPR137G AND-55001-137 $82 8 $656 1 $82 2 $164 3 $246 2 $164

4.307 FLEX WAVEGUIDE WR137, 5.85-8.2 GHZ, CPR137G/CPR137G, 36 IN FWG-063200-900 $323 8 $2,584 1 $323 2 $646 3 $969 2 $646

4.400 Waveguide Entry Ports

4.401 ENTRANCE PANEL, 2 PORT, 1 X 2 IN AND-204673-2A $63 3 $189 1 $63 1 $63 1 $63

4.402 4 PORT ENTRANCE PANEL, 4 INCH, 1 x 4 (204673-4) AND-204673-4 $182 1 $182 1 $182

4.500 Pressurization System

4.501

DEHYDRATOR, LOW-PRESS MEM, WALL MNTBL, 3.0-5.0 PSIG, W/DSC ALRM, 115 VAC, 50/60 HZ, 4 SEP-VLVD

PRTS AND-PMT200B-81315 $2,959 4 $11,836 1 $2,959 1 $2,959 1 $2,959 1 $2,959

4.502 DISTRIBUTION MANIFOLD 2 PORT, WALL MNTBL, 0-15.0 PSIG, 25FT TUBING PER PORT AND-6600D-2 $253 3 $759 1 $253 1 $253 1 $253

4.502 DISTRIBUTION MANIFOLD 4 PORT, WALL MNTBL, 0-15.0 PSIG, 25FT TUBING PER PORT AND-6600D-4 $428 1 $428 1 $428

5.000 Professional Services

5.100 Factory Services

5.101 Config Eng / Documentation / Drafting SVCS-IN-SIPQ-AE $1,682 1 $1,682 1 $1,682

5.102 Radio Integration & Testing - Includes ProVision SVCS-IN-SIPQ-RI $5,081 1 $5,081 1 $5,081

5.103 Factory Acceptance Test - 1 Day SVCS-IN-SIPQ-AT $1,809 1 $1,809 1 $1,809

5.200 Program Management & Engineering Services

5.201 Program Management SVCS-IN-PM-PM $8,052 1 $8,052 1 $8,052

5.202 Network/System Engineering SVCS-PN-EN-SE $10,509 1 $10,509 1 $10,509

5.203 Network IP & NMS Plan/Design SVCS-PN-EN-SE $6,558 1 $6,558 1 $6,558

5.204 Implementation Engineering SVCS-IN-SS-SE $6,293 1 $6,293 1 $6,293

5.300 Field Services (Optional - Not in Grand Total)

5.301 Field Installation - Radios, ProVision & Antenna System SVCS-IN-IC-FI $188,993

Section 5.300 Please see assumptions listed below.

5.400 Support Services

5.401 Warranty Plus Iw - Na&C, 24 Months, IRU-600 SNA-BWXXA1002438 $175 12 $2,100 2 $350 4 $700 4 $700 2 $350

5.402 Warranty Plus Nw - Na&C, 12 Months, IRU-600 SNA-BNWXA1001238 $219 12 $2,628 2 $438 4 $876 4 $876 2 $438

5.500 Training Services (Optional - Not in Grand Total)

5.501 Eclipse Technical Training - Customer Site with equipment, 3 day, NA TRN-NA-ECL-01D $13,064

5.502 Provision Network Manager at Customer Site 2 day NA TRN-NA-PRO-01C $8,880

6.000 Freight


Page 2 of 3




6.100 Freight - FOB Destination - Ground Service (7 -10 Business Days) to Anchorage, AK

6.101 IRU600 Radios & Spares FREIGHT 1 Included 1 Included

6.102 Antennas (6FT) FREIGHT $3,318 1 $3,318 1 $3,318

6.103 Elliptical Waveguide & Miscellaneous Site Material FREIGHT $2,715 1 $2,715 1 $2,715

Section 6.100 excludes any costs associated with transportation of hardware from main warehouse to the site.

7.000 WSCA

7.100 WSCA Fee

7.101 Alaska State - WSCA Fee (0%) WSCA-STATE-FEE 1 Included 1 Included

Grand Total (Excluding Applicable Taxes) $283,183 $38,110 $60,067 $67,667 $43,296 $74,043

Assumptions on Installation Pricing (Section 5.300):

Dates - Summer Installation completed between June 15, 2014 & September 15, 2014

Site Descriptions, Tower and Shelter:

Hurricane -245 feet SS Tower and Shelter existing

Miami Lake , new 20 feet Tower and Shelter to be built

Curry - 150 feet SS Tower and shelter existing

Chulitna - 175 feet Guyed Tower and shelter existing

Link Descriptions

Hurricane to Miami Lake - Replace an existing link

Miami Lake to Curry - Replace an existing link

Curry to Chulitna - Replace an existing link

Site Access - 4x4 required, Helicopter supplied by other for Curry and Miami Lake

Prevailing Wages - Not required

Work Hours - End customer controls work hours

Network Topology - Linear System

Radio Type - All Indoor Radio Install

Antennas - New Antennas on all hops, six antennas

High Wind Antennas Not Required

Side Struts - Included with Antennas

Ice Shields - Not in scope of this work

Rooftop Mounts Not Required

Waveguide - new runs for all six antennas

Waveguide Sweep Test & tap test Required

Pipe Mounts (supplied by Aviat):

Hurricane - Install new at 235' CL

Miami Lake - Install two new on new tower, 20' and 15' CL

Curry - Install two new on tower, 140' and 53' CLChulitna - Install one new at 165' CL

Feed Throughs (supplied by Aviat)

Hurricane new feed through to be installed

Miami Lake - Install new feed through

Curry - Install new feed throughChulitna - Install new feed through

Equipment Racks

Hurricane - mount in existing per PSR

Miami Lake - mount in new racks in new shelter

Curry - mount in existing per PSRChulitna - mount in existing per PSR

DC Power (Chargers/Batteries) - Supplied by customer

Dehydrators (supplied by Aviat) - New install at all sites

Traffic Types - IP, demarc point is GigE port on DAC Card

Demarc point - GigE port on DAC Card

Traffic Cutover Requirements - None, no cutover of traffic

Orderwire Not Required

NMS Requirements - New Provision install required, Server to be placed at TBD Location, network connection between Server

and Radio sites to be provided by others, Techs at sites need to verify that a site alarm is seen at central location.

Site Environmental Alarms/Aux Card - Aux cards to be cabled out to wall mounted 66 block

Warehousing Requirements - Per SOW

Field Acceptance Test Requirements - Per SOW

Remove existing antenna and Wageuide required. Note: Aviat will simply drop antenna to base of tower, and coil old

waveguide on ground at base of tower

Hurricane - remove existing ant and WG for link to Miami Lake

Miami Lake - no as this is a new tower, new locations used

Curry - remove existing ant and WG for link to ChulitnaChulitna - remove existing ant and WG for link to Curry

Disposal of Existing System - Customer to Transport old antenna and waveguide to disposal location.


Page 3 of 3



Attachment B

AVIAT Equipment Lists

(Contractor to Procure)

Proposal Number : NA140715-20857

Proposal Date : 3/14/2016

AVIAT U.S., INC. Issue No : D

5200 Great America Parkway Territory Manager : L. Brigdan

Santa Clara, CA 95054 System Engineer : C. Menor

Sales Engineer : A. Kretzschmer

Company Alaska Railroad Corp Terms :

Attn Delivery :

Address Expiration :

Currency :

Freight :

North End Project Phase 2


ITEM DESCRIPTION PART NUMBER PRICE QTY PRICE QTY PRICE QTY PRICE QTY PRICE QTY PRICE QTY QTY PRICE

1.000 Eclipse Microwave Radio

1.100 Indoor RFU

1.101 IRU600 V3 RFSEC ASSY 2+0 1 ANT MAIN, 2RU, U5/U5 GHZ EV104-M5-M5-300 1

1.102 IRU600 V3 RFSEC ASSY 1+0 REPEATER, 2RU, U5/U5 GHZ EV105-M5-M5-300 6 1 2 2 1

1.103 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 1+0/MHSB 1ANT, RPTR(MAIN) 179-530135-AA101 3 1 1 1

1.104 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 2+0/FD, RPTR (RPTR) 179-530135-AA102 4 1 1 1

1.105 WG EXT KIT IRU600 V3 6GHZ SH2-PO2, 1+0/MHSB 1ANT, RPTR(MAIN) 179-530135-BB201 3 1 1 1

1.106 WG EXT KIT IRU600 V3 6GHZ SH2-PO2, 2+0/FD, RPTR (RPTR) 179-530135-BB202 3 1 1 1

1.107 EXT BRKT KIT IRU600 2 SHELF 179-530089-001 3 1 1 1

- As requested by customer on 03/07, flex waveguide is provided for the Houston and Summit sites as it is not known at

this time the exact placement of the radios into the existing racks. The flex waveguide is part of the Bill of Material of

Item 3.202.

1.200 Packet Node - INUe

1.201 ECLIPSE, INTELLIGENT NODE UNIT 2RU, INC IDCE, FAN, NCCV2, HIGH OUTPUT EXX-000-204 4 1 1 1

1.202 KIT BRACKET 2RU (179-530064-001_R001) 179-530064-001 4 1 1 1

1.203 NODE PROTECTION CARD, HIGH OUTPUT EXS-002 4 1 1 1

1.204 AUX, ALARM I/O CARD EXA-001 4 1 1 1

1.205 RAC 60E, QPSK-256 QAM, High Gain, No XPIC, ACM and SYNC-E EXR-660-002 14 2 4 4 2

1.206 DAC GE3 GIGABIT ETHERNET SWITCH CARD EXD-181-002 14 2 4 4 2

1.207 NODE SW LICENSE, 400 Mbps TOTAL RADIO PAYLOAD CAPACITY EZE-08006 2 1

1.208 NODE SW LICENSE, 800 Mbps TOTAL RADIO PAYLOAD CAPACITY EZE-08007 2 1 1

1.209 LICENCE UPGRADE EZA-08006 TO EZA-08007 400 Mbps TO 800 Mbps EZA-08007-LU6 1 1

1.210 IRU600 600 Nodal High power option 2 x RFU EZF-62 2 1

1.211 IRU600 600 Nodal High power option 4 x RFU EZF-64 2 1 1

1.212 UPGRADE IRU 600 Nodal High power option 4 x RFU EZG-64 1 1

1.213 LAYER 1 LINK AGGREGATION NODAL ON DAC GE / DAC GE3 EZF-01 4 1 1 1

- For the Chulitna site, additional modules and upgrade licenses will be installed to existing INUe supplied and installed in

the Phase 1 project.

1.300 Eclipse Accessories

1.301 CABLE PROT / BRIDGEING GE3, DIRECT FIT, 500mm (747420016) 037-579461-500 7 1 2 2 1

1.302 ETHERNET CABLE, RJ45 CAT 5/CAT 5e, 2m (6.5') (037-579124-002V_REVA) 037-579124-002 4 1 1 1

1.303 TAA GIGATRUE 3 CAT6A 650MHZ PATCH CABLE,F/UTP,SLIMLINE,LOCKABLE,GRAY,2.1M/7FT LOC-C6APC80S-GY-07 14 2 4 4 2

1.304 ALARM I/O HD15 10M WIREWRAP (037-579315-001V) 037-579315-001 4 1 1 1

1.400 Recommended Eclipse Spares

1.401 RFU, MP, IRU600v3, 5.8/L6 GHz, 5725-6450 MHz ERM-U53-301 2 2

1.402 FAN TRAY KIT, IRU 600 V3 179-530149-001 2 2

1.403 ECLIPSE, INTELLIGENT NODE UNIT 2RU, INC IDCE, FAN, NCCV2, HIGH OUTPUT EXX-000-204 1 1

1.404 NODE PROTECTION CARD, HIGH OUTPUT EXS-002 1 1

1.405 AUX, ALARM I/O CARD EXA-001 1 1

1.406 RAC 60E, QPSK-256 QAM, High Gain, No XPIC, ACM and SYNC-E EXR-660-002 2 2

1.407 DAC GE3 GIGABIT ETHERNET SWITCH CARD EXD-181-002 2 2

1.408 CABLE PROT / BRIDGEING GE3, DIRECT FIT, 500mm (747420016) 037-579461-500 2 2

2.000 Racks and Accessories

2.100 Racks

2.101 RACK ASSY CRATED, 7' CHATSWORTH ALUMINUM, 1 BREAKER PNL W/10 BLANK COVERS AND NO BREAKERS 179-530307-0113 3 1 1 1

2.102 Installation Kit, Aluminum Rack, Concrete Floor (AV179-530119-001WA) 179-530119-001 3 1 1 1

2.103 Isolation Kit, 19" Rack (AV179-530121-001WA) 179-530121-001 3 1 1 1

2.104 CIRCUIT BREAKER 20 AMP SNAPAK (030017750I) PWR-000053-TRM 10 2 2 2 2

2.105 1 BREAKER PNL W/10 BLANK COVERS AND NO BREAKERS 179-530307-9910

- New radio at Chulitna will be installed on existing rack supplied and installed during Phase 1.

- New racks not required at Houston or Summit as new radios will be installed into existing racks. It is assumed that ARR

will re-use the existing Breaker Panel at Houston but that a new Breaker Panel is required at Summit.

SPARES/SERVICESCHULITNA BALD MTN DOUGLAS WILLOW

3/14/2016 - 11:41 AM

Page 1 of 2


ITEM DESCRIPTION PART NUMBER PRICE QTY PRICE QTY PRICE QTY PRICE QTY PRICE QTY PRICE QTY QTY PRICE

SPARES/SERVICESCHULITNA BALD MTN DOUGLAS WILLOW

3.000 Antennas and Waveguide Systems

3.100 Antennas

3.101 ANTENNA, 5.925-6.425GHZ, 1.8M/6FT, HP, DUAL POL, CPR137G, WHT HYP RAD AND-HPX6-59-P1A/K 4 1 1 1

3.102 ANTENNA, 5.925-6.425GHZ, 3.0M/10FT, HP, DUAL POL, CPR137G, WHT HYP RAD AND-HPX10-59-P1A 2 1 1

3.103 ANTENNA, 5.925-6.425GHZ, 1.8M/6FT, HP, DUAL POL, CPR137G, WHT TEG RAD, HIGH WIND AND-WHPX6-59-P3A/K

3.104 ANTENNA, 5.925-6.425GHZ, 1.8M/6FT, UHP, DUAL POL, CPR137G, WHT TEF RAD AND-UHX6-59-P3A/L 1 1

3.105 TERMINATION LOAD,WAVEGUIDE,06 GHZ,CPR137G AND-39099-137 1

3.106 INBOARD SIDE STRUT KIT FOR 6FT MICROWAVE ANTENNAS; 10.5 FT (520570-10) AND-520570-10 5 1 1 1 1

3.107 OUTBOARD SIDE STRUT KIT FOR 8/10/12FT MICROWAVE ANTENNAS (520570-4) AND-520570-4 2 1 1

3.108

LEG MOUNT,UP TO 6 FEET ANTENNA DIAMETER,UP TO 8 INCHES DEPTHIAMETER LEG,WITH WAVEGUIDE

EQUIPMENT PROTECTION SHIELD KIT (MTC3513LMS) 179-530147-001 5 1 1 1 1

3.109

FACE MOUNT,ICE SHIELD KIT,UP TO 14 FEET FACE,SUPPORTS UP TO 8 INCHES DEPTHIAMETER LEG

(MTC3513FMS) 179-530145-001 2 1 1

3.200 Waveguide

3.201 ELLIPTICAL WAVEGUIDE STANDARD, 5.925-7.125 GHZ, BLACK PE JACKET, PER FOOT (EW63-F) AND-EW63-F 1560 230 290 580 370

3.202

EW63INSTALL-KIT (ONE KIT PER WAVEGUIDE RUN). CONSISTING OF THE FOLLOWING:

AND-24312A / LDF HOISTING SUPPORT GRIP / QTY 1

AND-163SE / 5.925-7.125GHz CPR137G FIXED-TUNES CONNECTOR / QTY 2

AND-55001-137 / PRESSURE WINDOW FOR WR137/ QTY 1

FWG-063200-900 / FLEX WAVEGUIDE WR137, 5.85-8.2 GHz, CPR137G/CPR137G, 36 IN / QTY 1

AND-244106A-70 / FLEXT-TWIST HANGER ASSEMBLY FOR WR137, 6GHz / QTY 1

AND-241088-4 / GOUNDING KIT (24IN, 2 HOLE, LUG ATTACHED) / QTY 3 AND-EW63INSTALL-KIT 13 2 4 4 2

3.203

HARDWARE-KIT (ONE KIT PER 100FT). CONSISTING OF THE FOLLOWING:

AND-UA-3 / AND UNIV ANGLE ADPTR KIT, SNAP-IN, 3/4IN THROUGH HOLE / QTY 3

AND-UAAI / UNIVERSAL ANGLE ADAPTER INSERT KIT / QTY 3

AND-31771-6 / THREAD ROD SUPPORT 24IN (610MM) LONG, KIT OF 5 / QTY 2

AND-31769-1 / 1IN HARDWARE KIT, KIT OF 10 / QTY 3 AND-HARDWARE-KIT 17 3 3 6 4

3.204 VAL EW63 X1 HOLE BOOT KIT (BAEW63) LOC-BAEW63 1

3.205 VAL EW63 X2 HOLE BOOT KIT (BAEW632) LOC-BAEW632 6 1 2 2 1

3.206 WG CUSHION EW-63, 1 HOLE (Bag of 5 Kits) (SREW63-K) LOC-SREW63-K 6

3.207 EW63 X2 HOLES CUSHION (Bag of 5 Kits) (SREW632-K) LOC-SREW632-K 51 8 10 20 13

- As requested by customer on 03/07, flex waveguide is provided for the Houston and Summit sites instead of waveguide

extension kits as it is not known at this time the exact placement of the radios into the existing racks. The flex waveguide

is part of the Bill of Material of Item 3.202 so does not need to be listed separately.

- Per the Frequency Coordination completed on 03/11/2016, the Chulitna to Bald to Douglas to Willow can only be

licensed with the channels on different polarity. As a result, 2 waveguide runs are now required per radio.

3.300 Wall Entry Panels

3.301 ENTRANCE PANEL, 2 PORT, 1 X 2 IN (204673-2A) AND-204673-2A 1 1

3.302 4 PORT ENTRANCE PANEL, 4 INCH, 1 x 4 (204673-4) AND-204673-4 3 1 1 1

- A 2-port panel was supplied at Chulitna in Phase 1 where only 1 -port was used. However, the Chulitna radio now

requires an additional 2-ports for the new radio to Bald Mtn.

- There is an existing Entry Panel at Houston with available openings to accommodate the new WG run.

3.400 Waveguide Pressurization system

3.401

DEHYDRATOR, LOW-PRESS MEM, WALL MNTBL, 3.0-5.0 PSIG, W/DSC ALRM, 115 VAC, 50/60 HZ, 4 SEP-VLVD

PRTS (PMT200B-81315) AND-PMT200B-81315 4 1 1 1

3.401 DISTRIBUTION MANIFOLD,2-PORT,0-15.0 PSIG,25 FEET OF TUBING PER PORT,WALL MOUNTABLE AND-6600D-2 3 1 1

3.402 DISTRIBUTION MANIFOLD,4-PORT,0-15.0 PSIG,25 FEET OF TUBING PER PORT,WALL MOUNTABLE AND-6600D-4 2 1 1

- A new dehydrator was supplied at Chulitna in Phase 1.

4.000 Professional Services

4.100 Factory Services

4.101 CONFIG ENG / DOCUMENTATION / DRAFTING SVCS-IN-SIPQ-AE 1 1

4.102 RADIO INTEGRATION & TESTING SVCS-IN-SIPQ-RI 1 1

4.103 FACTORY ACCEPTANCE TESTING SVCS-IN-SIPQ-AT 1 1

4.200 Program Management & Engineering Services

4.201 PROGRAM MANAGEMENT SVCS-IN-PM-PM 1 1

4.202 NETWORK/SYSTEM ENGINEERING SVCS-PN-EN-SE 1 1

4.203 NETWORK IP & NMS PLAN/DESIGN SVCS-PN-EN-SE 1 1

4.204 PROJECT/SITE ENGINEERING (SITE SURVEYS) SVCS-IN-SS-PE 1 1

4.300 Support Services

4.301 WARRANTY PLUS IW - NA&C, 24 MONTHS, IRU-600 SNA-BWXXA1002438 14 2 4 4 2

4.302 WARRANTY PLUS NW - NA&C, 12 MONTHS, IRU-600 SNA-BNWXA1001238 14 2 4 4 2

This sales quotation and any resulting Customer order (“Order”) are subject to Aviat Networks standard terms and conditions of sale (“Conditions”), which are available at the following web site:

http://www.aviatnetworks.com/media/files/AVWN_STCS.pdf. However, if an Order is issued under or in connection with an applicable master agreement between Aviat and Customer (an “Existing Agreement”),

then the Existing Agreement will govern and control the Order.

3/14/2016 - 11:41 AM

Page 2 of 2



Attachment C

Firetide Equipment List

(Contractor to Procure)

Alaska Railroad

Bald Mountain and Microwave Sites

FIRETIDE EQUIPMENT LIST

ITEM QTY PART NUMBER DESCRIPTION

FIRETIDE 1 7020FIRETIDE | 7020 | HOTPORT 7020, OUTDOOR WIRELESSMESH NODE, TRI BAND SPECTRUM

2.4/4.9/5 GHZ, 400MW

ANTENNA 1 HPD4-4.7NS RADIO WAVES - 4.4-5.0 GHZ 32.4DBI 4' PARABOLIC DISH, N FEMALE

ARRESTOR 2 LP-WBX-NFF TIMES MICROWAVE - 2-6 GHZ ARRESTOR, NF/NF

LMR-600 LMR-600

7/8 CELLFLEX LCF78-50JAA7 7/8" FOAM CELLFLEX CABLE

7/8 CONNECTORS 4 15571155 OMNI FIT PREMIUM N FEMALE LCF78-50

7/8 CONNECTORS 4 15571055 OMNI FIT PREMIUM N MALE LCF78-50

GROUNDS 2 CSG12-12B2U COMMSCOPE - 1/2" COMPACT SUREGROUND TINNED

GROUNDS 2 CSG78-12B2U COMMSCOPE - 7/8" COMPACT SUREGROUND TINNED

RIGHT ANGLE N MALE 10 EZ-600-NMH-RA-X

N MALE HEX/KNURL COMBO 10 EZ-600-NMH-X

MIMO LICENSE 1 SW-7000-MIMO-1 7000 SERIES MIMO LICENSE ELECTRONIC, ENABLES MIMO FOR 7000 SERIES NODE

FIRETIDE SECOND RADIO 1 SW-7000-RADIO-1FIRETIDE | SW-7000-RADIO-1 | 7000 SERIES RADIO LICENSE ALLOWS USERS TO ENABLE/USE A

SECOND RADIO

TERMINATOR 6 ANM-TERM1 0-6 GHZ TYPE N MALE TERMINATOR 50 OHM



Attachment D

Bill of Materials For All Sites

MAT. REF.NO.

MANUFACTURERS PARTNO. DESCRIPTION MANUFACTURER QTY REMARKS

4 AND-HP6-59-P1A/KANTENNA, 5.925-6.425GHZ, 1.8M/6FT, HP, SNGL POL, CPR137G, WHT HYPRAD AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

6 AND-520570-10INBOARD SIDE STRUT KIT FOR 6FT MICROWAVE ANTENNAS; 10.5 FT(520570-10) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

8 179-530147-001 TOWER LEG MOUNT KIT, SUPPORTS UP TO 8" DIA LEG & UP TO 6' ANTENNA AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

20 AND-EW63-FELLIPTICAL WAVEGUIDE STANDARD, 5.925-7.125 GHZ, BLACK PE JACKET, PERFOOT AVIAT 285

ESTIMATED QUANTITY PROVIDED IN FEET, PURCHASED BY ARRC, INSTALLEDBY THE CONTRACTOR

21 AND-163SE5.925-7.125 GHZ CPR137G FIXED-TUNED CPR137G CONN. FOR EW63,EWP63 AVIAT 2 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

23 AND-EW63-KIT KIT, WG ACCESSORIES, EW63 (5.925-7.125GHZ), SUPPORTS 100FT OF WG EA. AVIAT 3 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

26 LOC-BAEW632 VAL EW63 X2 HOLE BOOT KIT (BAEW632) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

28 LOC-SREW632-K EW63 X2 HOLES CUSHION (BAG OF 5 KITS) (SREW632-K) AVIAT 19 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

29 AND-55001-137 PRESSURE WINDOW FOR WR137, 5.858.2 GHZ, MATES TO CPR137G AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

30 FWG-063200-900 FLEX WAVEGUIDE WR137, 5.85-8.2 GHZ, CPR137G/CPR137G, 36 IN AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

40 AND-204673-2A ENTRANCE PANEL, 2 PORT, 1 X 2 IN (204673-2A) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

50 EV104-M5-M5-300 IRU600 V3 RFSEC ASSY 2+0 1 ANT MAIN, 2RU, U5/U5 GHZ AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

53 179-530135-AA102 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 2+0/FD, RPTR (RPTR) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

56 EXX-000-203ECLIPSE, INTELLIGENT NODE UNIT 2RU, INC IDCE, FAN, NCCV2, HIGHOUTPUT AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

58 179-530064-001 KIT BRACKET 2RU (179-530064-001_R001) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

59 EXS-002 NODE PROTECTION CARD, HIGH OUTPUT AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

60 EXA-001 AUX, ALARM I/O CARD AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

61 EXR-660-002 RAC 60E, QPSK-256 QAM, HIGH GAIN, NO XPIC, ACM AND SYNC-E AVIAT 2 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

62 EXD-181-002 DAC GE3 GIGABIT ETHERNET SWITCH CARD AVIAT 2 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

63 EZE-08006 NODE SW LICENSE, 400 MBPS TOTAL RADIO PAYLOAD CAPACITY AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

66 EZF-62 IRU600 600 NODAL HIGH POWER OPTION 2 X RFU AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

69 EZF-01 LAYER 1 LINK AGGREGATION NODAL ON DAC GE / DAC GE3 AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

80 AND-PMT200B-81315DEHYDRATOR, LOW-PRESS MEM, WALL MNTBL, 3.0-5.0 PSIG, W/DSC ALRM,115 VAC, 50/60 HZ, 4 SEP-VLVD PRTS AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

81 AND-6600D-2DISTRIBUTION MANIFOLD,2-PORT,0-15.0 PSIG,25 FEET OF TUBING PERPORT,WALL MOUNTABLE AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

100 037-579461-500 CABLE PROT / BRIDGEING GE3, DIRECT FIT, 500MM (747420016) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

101 037-579124-002 ETHERNET CABLE, RJ45 CAT 5/CAT 5E, 2M (6.5') (037-579124-002V_REVA) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

103 LOC-EVNSL6A-R2-007 BLK CAT6A PATCH CABLE 7FT AVIAT 2 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

104 037-579315-001 ALARM I/O HD15 10M WIREWRAP (037-579315-001V) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

110 CIRCUIT BREAKER 20 A 2 BKR TO BE INSTALLED IN EXISTING NEG 48 VDC DP114 220498 GROUNDING KIT, STANDARD EW63 COMMSCOPE 2 OR EQUIVALENT

MAT. REF.NO.













40 AND-204673-2A ENTRANCE PANEL, 2 PORT, 1 X 2 IN (204673-2A) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY OTHERS



54 179-530135-BB202 WG EXT KIT IRU600 V3 6GHZ SH2-PO2, 2+0/FD, RPTR (RPTR) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

55 179-530089-001 EXT BRKT KIT IRU600 2 SHELF AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

















MAT. REF.NO.


1 AND-HPX6-59-P1A/KANTENNA, 5.925-6.425GHZ, 1.8M/6FT, HP, DUAL POL, CPR137G, WHT HYPRAD AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR












41 AND-204673-4 4 PORT ENTRANCE PANEL, 4 INCH, 1 X 4 (204673-4) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR


51 EV105-M5-M5-300 IRU600 V3 RFSEC ASSY 1+0 REPEATER, 2RU, U5/U5 GHZ AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

52 179-530135-AA101 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 1+0/MHSB 1ANT, RPTR(MAIN) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR


54 179-530135-BB202 WG EXT KIT IRU600 V3 6GHZ SH2-PO2, 2+0/FD, RPTR (RPTR) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

55 179-530089-001 EXT BRKT KIT IRU600 2 SHELF AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

















MAT. REF.NO.


1 AND-HPX6-59-P1A/KANTENNA, 5.925-6.425GHZ, 1.8M/6FT, HP, DUAL POL, CPR137G, WHT HYPRAD AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR




ESTIMATED QUANTITY PROVIDED IN FEET, PURCHASED BY ARRC,INSTALLED BY THE CONTRACTOR







40 AND-204673-2A ENTRANCE PANEL, 2 PORT, 1 X 2 IN (204673-2A) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

51 EV105-M5-M5-300 IRU600 V3 RFSEC ASSY 1+0 REPEATER, 2RU, U5/U5 GHZ AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

52 179-530135-AA101 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 1+0/MHSB 1ANT, RPTR(MAIN) AVIAT 1 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

















110 PWR-000053-TRM CIRCUIT BREAKER 20 AMP SNAPAK (030017750I) AVIAT 2 PURCHASED BY ARRC, INSTALLED BY THE CONTRACTOR

MAT. REF. NO. MANUFACTURERS PART NO. DESCRIPTION MANUFACTURER QTY REMARKS1 AND-HPX6-59-P1A/K ANTENNA, 5.925-6.425GHZ, 1.8M/6FT, HP, DUAL POL, CPR137G, WHT HYP RAD AVIAT 16 AND-520570-10 INBOARD SIDE STRUT KIT FOR 6FT MICROWAVE ANTENNAS; 10.5 FT (520570-10) AVIAT 18 179-530147-001 TOWER LEG MOUNT KIT, SUPPORTS UP TO 8" DIA LEG & UP TO 6' ANTENNA AVIAT 1

20 AND-EW63-F ELLIPTICAL WAVEGUIDE STANDARD, 5.925-7.125 GHZ, BLACK PE JACKET, PER FOOT (EW63-F) AVIAT 230 ESTIMATED QUANTITY PROVIDED, IN FEET

22

AND-EW63INSTALL-KIT

EW63INSTALL-KIT (ONE KIT PER WAVEGUIDE RUN). CONSISTING OF THE FOLLOWING:AND-24312A / LDF HOISTING SUPPORT GRIP / QTY 1AND-163SE / 5.925-7.125GHZ CPR137G FIXED-TUNES CONNECTOR / QTY 2AND-55001-137 / PRESSURE WINDOW FOR WR137/ QTY 1FWG-063200-900 / FLEX WAVEGUIDE WR137, 5.85-8.2 GHZ, CPR137G/CPR137G, 36 IN / QTY 1AND-244106A-70 / FLEXT-TWIST HANGER ASSEMBLY FOR WR137, 6GHZ / QTY 1AND-241088-4 / GOUNDING KIT (24IN, 2 HOLE, LUG ATTACHED) / QTY 3 AVIAT 2

24

AND-HARDWARE-KIT

HARDWARE-KIT (ONE KIT PER 100FT). CONSISTING OF THE FOLLOWING:AND-UA-3 / AND UNIV ANGLE ADPTR KIT, SNAP-IN, 3/4IN THROUGH HOLE / QTY 3AND-UAAI / UNIVERSAL ANGLE ADAPTER INSERT KIT / QTY 3AND-31771-6 / THREAD ROD SUPPORT 24IN (610MM) LONG, KIT OF 5 / QTY 2AND-31769-1 / 1IN HARDWARE KIT, KIT OF 10 / QTY 3 AVIAT 3

26 LOC-BAEW632 VAL EW63 X2 HOLE BOOT KIT (BAEW632) AVIAT 128 LOC-SREW632-K EW63 X2 HOLES CUSHION (BAG OF 5 KITS) (SREW632-K) AVIAT 8

40 AND-204673-2A ENTRANCE PANEL, 2 PORT, 1 X 2 IN (204673-2A) AVIAT 1

51 EV105-M5-M5-300 IRU600 V3 RFSEC ASSY 1+0 REPEATER, 2RU, U5/U5 GHZ AVIAT 154 179-530135-BB202 WG EXT KIT IRU600 V3 6GHZ SH2-PO2, 2+0/FD, RPTR (RPTR) AVIAT 155 179-530089-001 EXT BRKT KIT IRU600 2 SHELF AVIAT 161 EXR-660-002 RAC 60E, QPSK-256 QAM, HIGH GAIN, NO XPIC, ACM AND SYNC-E AVIAT 262 EXD-181-002 DAC GE3 GIGABIT ETHERNET SWITCH CARD AVIAT 265 EZA-08007-LU6 LICENCE UPGRADE EZA-08006 TO EZA-08007 400 MBPS TO 800 MBPS AVIAT 1

68 EZG-64 UPGRADE IRU 600 NODAL HIGH POWER OPTION 4 X RFU AVIAT 170 179-530135-BB201 WG EXT KIT IRU600 V3 6GHZ SH2-PO2, 1+0/MHSB 1ANT, RPTR(MAIN) AVIAT 1

81 AND-6600D-2 DISTRIBUTION MANIFOLD 2-PORT,WALL MNTBL,0-15.0 PSIG,25 FT TUBING PER PORT AVIAT 1

100 037-579461-500 CABLE PROT / BRIDGEING GE3, DIRECT FIT, 500MM (747420016) AVIAT 1102 LOC-C6APC80S-GY-07 TAA GIGATRUE 3 CAT6A 650MHZ PATCH CABLE,F/UTP,SLIMLINE,LOCKABLE,GRAY,2.1M/7FT AVIAT 2

110 PWR-000053-TRM CIRCUIT BREAKER 20 AMP SNAPAK (030017750I) AVIAT 2 OR EQUIVALENT IF INSTALLED IN EXISTING NEG 48 VDC DP

114 220498 GROUNDING KIT, STANDARD EW63 COMMSCOPE 4 OR EQUIVALENT

MAT. REF.NO.


1 HPD4-4.7NS RADIO WAVES - 4.4-5.0 GHZ 32.4DBI 4' PARABOLIC DISH, N FEMALE RADIOWAVES 1

10 LMR600 COAXIAL CABLE, 50 OHMTIMES

MICROWAVE 35

11 EZ-600-NMH COAXIAL CONNECTOR, N-MALE, STRAIGHT PLUG, LMR600TIMES

MICROWAVE 10

12 EZ-600-NMH-RA-X COAXIAL CONNECTOR, N-MALE, 90 DEG, LMR600TIMES

MICROWAVE 1020 LCF78-50JAA7 7/8" FOAM CELLFLEX CABLE RFS 9021 15571155 7/8" CONNECTORS, OMNI FIT PREMIUM N FEMALE LCF78-50 RFS 422 15571055 7/8" CONNECTORS, OMNI FIT PREMIUM N MALE LCF78-50 RFS 429 ANM-TERM1 0-6 GHZ TYPE N MALE TERMINATOR 50 OHM L-COM 6

30 CE09 CABLE ENTRY PORT VALMONT 1 OR EQUIVALENT

31 ENC78 CONNECTOR, CABLE ENTRY PORT, 7/8" VALMONT 1 OR EQUIVALENT

40 LP-WBX-NFF TIMES MICROWAVE - 2-6 GHZ ARRESTOR, NF/NFTIMES

MICROWAVE 2

50 7020FIRETIDE | 7020 | HOTPORT 7020, OUTDOOR WIRELESSMESH NODE, TRIBAND SPECTRUM 2.4/4.9/5 GHZ, 400MW FIRETIDE 1

51 SW-7000-MIMO-17000 SERIES MIMO LICENSE ELECTRONIC, ENABLES MIMO FOR 7000 SERIESNODE FIRETIDE 1

52 SW-7000-RADIO-1FIRETIDE | SW-7000-RADIO-1 | 7000 SERIES RADIO LICENSE ALLOWS USERSTO ENABLE/USE A SECOND RADIO FIRETIDE 1

61 40750-719 RACK SHELF ASSEMBLY CHATSWORTH 1

70 CIRCUIT BREAKER, 15 A 1 BKR TO BE INSTALLED IN EXISTING 12 VDC DP

90 CSG12-12B2U COMMSCOPE - 1/2" COMPACT SUREGROUND TINNED COMMSCOPE 2

91 CSG78-12B2U COMMSCOPE - 7/8" COMPACT SUREGROUND TINNED COMMSCOPE 3

96 MG41227-K MAIN GROUND BUS BAR, INTERIOR, WALL MOUNT, 12" VALMONT 1

97 MG41227-K EXTERIOR GROUND BUS BAR, WALL MOUNT, 12" VALMONT 1

99 GK-S600TT GROUNDING KIT, STANDARD LMR600TIMES

MICROWAVE 2

100 GROUND ROD, COPPER, 8', 3/4" DIA 2

MAT. REF.NO.


1 QH30 ANTENNA TOWER, 30' VALMONT 12 AKCS-RDCS-36.32F TOWER FOUNDATION, RAPID DEPLOYABLE AK SUPPLY 1 INCLUDES PROPANE TANK MOUNTING SUPPORT3 WCL12 CABLE LADDER VALMONT 24 IB24B-A ICE BRIDGE KIT, 24"X10', 3.5" OD W/ 6" BASE SHOE VALMONT 36 RTW-7 NON-PENETRATING SUPPORT, 2X 3.5" OD VALMONT 17 UPA-K UNIVERSAL PIPE MOUNT KIT VALMONT 1

8 WWM-02 WALL MOUNT BRACKET, 2' STANDOFF VALMONT 2PURCHASE 3.5 IN O.D. U-BOLTS AND WALL MOUNTKIT SEPERATELY

9 GPSP UNIVERSAL GPS MOUNTING BRACKET VALMONT 110 E576 CABLE WALL ENTRY PANEL, 4", 2X4 VALMONT 111 LOC-BAEW632 VAL EW63 X2 HOLE BOOT KIT (BAEW632) AVIAT 212 BA12FLX BOOT ASSEMBLY KIT, 4 IN., LMR-600 VALMONT 113 BALR24 BOOT ASSEMBLY KIT, 4 IN., LMR-240 VALMONT 114 BA34 BOOT ASSEMBLY KIT, 4 IN., 3/4" HOLE VALMONT 115 BA78 BOOT ASSEMBLY KIT, 4 IN., 7/8" COAX VALMONT 116 BAZERO BOOT ASSEMBLY KIT, 4 IN., BLANK, NO HOLES VALMONT 217 LOC-SREW632-K EW63 X2 HOLES CUSHION (BAG OF 5 KITS) (SREW632-K) AVIAT 10

30 55053-503 RACK, 7'X19", 45U CHATSWORTH 431 40750-719 RACK SHELF ASSEMBLY CHATSWORTH 132 5C141 ISOLATOR, VIBRATION, SPRING HANGER MOUNT MASON 833 5C129 ISOLATOR, VIBRATION, SPRING FLOOR MOUNT MASON 16

35 CABLE TRAY, 6"

40 EXHAUST INTAKE HOOD 241 AIR FILTER ASSEMLBY 150 FIRE EXTINGUISHER, CLASS 2-A; 10-B:C MIN, WALL MOUNT 260 VINYL STRIP DOOR KIT 1 SIZED TO SPAN OPENING OF SHELTER DOOR70 DIN RAIL 24 IN. 1

MAT. REF.NO.


101 PROPANE TANK, 1000 GAL 3 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR

102 PROPANE PIPING, 1/2 IN. BLACK IRON (BI)

103 1 IN. COPPER VENT LINE104 POLYETHYLENE (PE) PIPE, 1/2 IN., YELLOW

105 FLEX RISER, 1/2 IN. BI TO 1/2 IN. PE, 36 IN. 2

109 FIRST STAGE REGULATOR, 10 PSI 3110 (CLV#) E14LR42-H CONTROL VALVE, 24 VDC, (NO) 110 PSI MAGNETROL 3 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR

115 MAINTENANCE ISOLATION VALVE 3120 SHELTER SHUT OFF VALVE 1123 4 X 4 X 1/4 IN. METAL SUPPORT PLATE 1125 MN2S-6CN COALESING FILTER PARKER 1130 MODEL 496 2ND STAGE REGULATOR (1-2 PSIG) SENSUS 1135 SCREEN END CAP 1140 760B2502LT685 PRESSURE GAUGE (0-5 PSIG) TRERICE 1145 SHUT-OFF VALVE 8

150 (SVLV) 8210 SOLENOID VALVE, 12 VDC ASCO 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR

155 HG-4C-48SK CVR FLEXIBLE GAS HOSE, 1/2 X 48 IN., W/ QD SW KIT SAFE-T-LINK 1160 (SOFC) RP1500P-V48CS SOFC, 1500 W, 48 VDC ACUMENTRICS 1

160A SOFC FIELD STAND ACUMENTRICS 1

165 (PLS#) D-PK-SENSR-12009 PROPANE LEVEL SENSOR DPS TELECOM 3 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR170 (MKAL) D-PK-SNSR-12106 REL-TEK UNITKAL PROPANE SENSOR CAL SYSTEM DPS TELECOM 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR

170A KAL-GAS (ZERO AIR) REL-TEK 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR

170B KAL-GAS (1.06% PROPANE, 50 PPM CO BAL AIR) REL-TEK 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR

171 D-PK-SNSR-12090 GAS BOSS PROPANE LEAK SENSOR DPS TELECOM 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR

190 EXHAUST DUCT 4"Ø METALLIC

MAT. REF.NO. MANUFACTURERS PART NO. DESCRIPTION MANUFACTURER QTY REMARKS

201 (BAT) AT-09P BATTERY BANK, 48 VDC, WITH RACK C&D TECHNOLOGIES 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR202 (RBB) BBA-800 RETURN BUS BAR ASSEMBLY, RACK MOUNT NEWMAR 1 REQUIRES PLEXIGLASS SHIELDING THAT MAY NOT BE INCLUDED

203 CURRENT TRANSDUCER 2205 (BDP) BDP-1 BATTERY DISCONNECT PANEL NEWMAR 1210 (LVD) ULM-100 LOW VOLTAGE DISCONNECT NEWMAR 1215 (PDP) DST-20A DC CIRCUIT BREAKER DISTRIBUTION PANEL NEWMAR 1

15A PBA-30 30 AMP, MIDTRIP, SINGLE POLE, ALARM CONTACTS NEWMAR 4 QTY INCLUDES SPARES NOT SHOWN IN DRAWINGS

15B PBA-40 40 AMP, MIDTRIP, SINGLE POLE, ALARM CONTACTS NEWMAR 4 QTY INCLUDES SPARES NOT SHOWN IN DRAWINGS

15C PBA-50 50 AMP, MIDTRIP, SINGLE POLE, ALARM CONTACTS NEWMAR 4 QTY INCLUDES SPARES NOT SHOWN IN DRAWINGS

225(LDP48#) ICT200DB-12IRC DISTRIBUTION SERIES 3, NEG 48 VDC INNOVATIVE CIRCUIT 2

25A ICT-CB5 CIRCUIT BREAKER, 5A INNOVATIVE CIRCUIT 14 QTY INCLUDES SPARES NOT SHOWN IN DRAWINGS

25B ICT-CB15 CIRCUIT BREAKER, 15A INNOVATIVE CIRCUIT 9 QTY INCLUDES SPARES NOT SHOWN IN DRAWINGS

25C ICT-CB25 CIRCUIT BREAKER, 25A INNOVATIVE CIRCUIT 9 QTY INCLUDES SPARES NOT SHOWN IN DRAWINGS226

(LDP12) ICT200DB-12IRC DISTRIBUTION SERIES 3, 12 VDC INNOVATIVE CIRCUIT 1 26A ICT-CB5 CIRCUIT BREAKER, 5A INNOVATIVE CIRCUIT 6 QTY INCLUDES SPARES NOT SHOWN IN DRAWINGS

26B ICT-CB15 CIRCUIT BREAKER, 15A INNOVATIVE CIRCUIT 8 QTY INCLUDES SPARES NOT SHOWN IN DRAWINGS

26C ICT-CB25 CIRCUIT BREAKER, 25A INNOVATIVE CIRCUIT 2 QTY INCLUDES SPARES NOT SHOWN IN DRAWINGS

235 (DDC) ICT206012-100AI2 SITE CONVERTER, 48-12 VDC INNOVATIVE CIRCUIT 1240 OVERHEAD LIGHT FIXTURE, 4', 48 VDC, LED, 25 W MAX 4241 LED LIGHT, 4', 48 VDC 4242 LIGHT SWITCH, 6 HR TIMER 1

245 (G5) D-PK-NETG5-12210 NETGUARDIAN G5, 66 BLOCK CONNECTOR OPTION DPS TELECOM 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR

246 D-PR-966-10A-00 66 BLOCK CONNECTOR DPS TELECOM 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR250 (CEX) D-PK-CTLEX-12003 CONTROLLER EXTENSION DPS TELECOM 2 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR

255 (LPGC) D-PK-NGLPG-12002 LPG CONTROLLER DPS TELECOM 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR

260 (FAN) EXHAUST FAN, 12 VDC, 150 W MAX 2

265 (THS) D-PK-DSNSR-12002 TEMPERATURE AND HUMIDITY SENSOR DPS TELECOM 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR266 (TS) TEMPERATURE SENSOR, OUTDOOR 1

267 (SDA) SHELTER DOOR ALARM MAGNETIC SENSOR 1270 (SP#) PT-IQ-1X2-24DC-UT-2800976 SURGE PROTECTION DEVICE, DIN MOUNT, 24 VDC, 1 A PHOENIX CONTACT 8

280 BATTERY CHARGER RACK ASSEMBLY ARRC 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR280A (ACS) GVFX3648 INVERTER/CHARGER OUTBACK POWER 1 PROVIDED BY ARRC, COMPONENT OF BATTERY CHARGER RACK ASSEMBLY281 (RLY#) AC CONTACTOR, 2 POLE 2282 (HTR) BASEBOARD HEATER, W/ THERMOSTAT, 240 VAC, 1500 W 1

285 BATTERY DISCONNECT PLUG 1

295 (GBB#) GB-19 RACK GROUND BUS BAR, RACK MOUNT NEWMAR 5296 (MGB) MG42488-K MAIN GROUND BUS BAR, WALL MOUNT, 24" VALMONT 1297 (EGB) MG41227-K EXTERIOR GROUND BUS BAR, WALL MOUNT, 12" VALMONT 1

299 GROUND ROD, COPPER, 8', 3/4" DIA 7

MAT. REF. NO. MANUFACTURERS PART NO. DESCRIPTION MANUFACTURER QTY REMARKS301 AND-HPX6-59-P1A/K ANTENNA, 5.925-6.425GHZ, 1.8M/6FT, HP, DUAL POL, CPR137G, WHT HYP RAD AVIAT 1303 AND-HPX10-59-P1A ANTENNA, 5.925-6.425GHZ, 3.0M/10FT, HP, DUAL POL, CPR137G, WHT HYP RAD AVIAT 1306 AND-520570-10 INBOARD SIDE STRUT KIT FOR 6FT MICROWAVE ANTENNAS; 10.5 FT (520570-10) AVIAT 1307 AND-520570-4 OUTBOARD SIDE STRUT KIT FOR 8/10/12FT MICROWAVE ANTENNAS (520570-4) AVIAT 1

308 179-530147-001 TOWER LEG MOUNT KIT, SUPPORTS UP TO 8" DIA LEG & UP TO 6' ANTENNA AVIAT 1309 179-530145-001 FACE MOUNT/ICE SHIELD KIT UP TO 14' FACE & 8" DIA LEG (MTC3513FMS) AVIAT 1321 ANT 220 F2 220 MHZ OMNI ANTENNA TELEWAVE 1

322 WS-S400 STANDOFF BRACKET, 4FT VENTEV 1

329 (VHFR) 630030002 220 MHZ BASE STATION RADIO METEORCOMM 1 PROVIDED BY ARRC, INSTALLED BY THE CONTRACTOR

331 EV105-M5-M5-300 IRU600 V3 RFSEC ASSY 1+0 REPEATER, 2RU, U5/U5 GHZ AVIAT 2332 179-530135-AA101 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 1+0/MHSB 1ANT, RPTR(MAIN) AVIAT 1333 179-530135-AA102 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 2+0/FD, RPTR (RPTR) AVIAT 1334 179-530135-BB202 WG EXT KIT IRU600 V3 6GHZ SH2-PO2, 2+0/FD, RPTR (RPTR) AVIAT 1335 179-530089-001 EXT BRKT KIT IRU600 2 SHELF AVIAT 1337 EXX-000-204 ECLIPSE, INTELLIGENT NODE UNIT 2RU, INC IDCE, FAN, NCCV2, HIGH OUTPUT AVIAT 1338 179-530064-001 KIT BRACKET 2RU (179-530064-001_R001) AVIAT 1339 EXS-002 NODE PROTECTION CARD, HIGH OUTPUT AVIAT 1340 EXA-001 AUX, ALARM I/O CARD AVIAT 1341 EXR-660-002 RAC 60E, QPSK-256 QAM, HIGH GAIN, NO XPIC, ACM AND SYNC-E AVIAT 4342 EXD-181-002 DAC GE3 GIGABIT ETHERNET SWITCH CARD AVIAT 4344 EZE-08007 NODE SW LICENSE, 800 MBPS TOTAL RADIO PAYLOAD CAPACITY AVIAT 1347 EZF-64 IRU600 600 NODAL HIGH POWER OPTION 4 X RFU AVIAT 1349 EZF-01 LAYER 1 LINK AGGREGATION NODAL ON DAC GE / DAC GE3 AVIAT 1350 179-530135-BB201 WG EXT KIT IRU600 V3 6GHZ SH2-PO2, 1+0/MHSB 1ANT, RPTR (MAIN) AVIAT 1

352 LCF78-50JAA7 COAXIAL CABLE, 50 OHM, 7/8" FOAM CELLFLEX CABLE RFS352A 15571155 COAXIAL CONNECTORS, OMNI FIT PREMIUM N FEMALE LCF78-50 RFS 4352B 15571055 COAXIAL CONNECTORS, OMNI FIT PREMIUM N MALE LCF78-50 RFS 4353 LMR600 COAXIAL CABLE, 50 OHM TIMES MICROWAVE

353A EZ-600-NMH-X COAXIAL CONNECTORS, N-MALE, STRAIGHT PLUG, LMR600 TIMES MICROWAVE 18353B EZ-600-NMH-RA-X COAXIAL CONNECTORS, N-MALE, 90 DEG, LMR600 TIMES MICROWAVE 16354 AND-EW63-F ELIPTICAL WAVEGUIDE, EW63, 5.925-7.125 GHZ AVIAT 290 ESTIMATED QUANTITY PROVIDED, IN FEET

354A AND-EW63INSTALL-KIT EW63INSTALL-KIT (ONE KIT PER WAVEGUIDE RUN) AVIAT 4354B AND-HARDWARE-KIT HARDWARE-KIT (ONE KIT PER 100FT) (HARDWARE-KIT) AVIAT 3355 AND-PMT200B-81315 DEHYDRATOR, LOW-PRESS MEM, WALL MNTBL, 3.0-5.0 PSIG, W/DSC ALRM, 115 VAC, 50/60 HZ, 4 SEP-VLVD PRTS AVIAT 1356 AND-6600D-4 DISTRIBUTION MANIFOLD,4-PORT,0-15.0 PSIG,25 FEET OF TUBING PER PORT,WALL MOUNTABLE AVIAT 1357 HPD4-4.7NS 4.4-5.0 GHZ 32.4DBI 4' PARABOLIC DISH, N FEMALE RADIOWAVES 1

358 (WMN) 7020 FIRETIDE | 7020 | HOTPORT 7020, OUTDOOR WIRELESSMESH NODE, TRI BAND SPECTRUM 2.4/4.9/5 GHZ, 400MW FIRETIDE 1358A SW-7000-MIMO-1 7000 SERIES MIMO LICENSE ELECTRONIC, ENABLES MIMO FOR 7000 SERIES NODE FIRETIDE 1

358B SW-7000-RADIO-1 FIRETIDE | SW-7000-RADIO-1 | 7000 SERIES RADIO LICENSE ALLOWS USERS TO ENABLE/USE A SECOND RADIO FIRETIDE 1

358C ANM-TERM1 0-6 GHZ TYPE N MALE TERMINATOR 50 OHM L-COM 6

360 037-579461-500 CABLE PROT / BRIDGEING GE3, DIRECT FIT, 500MM (747420016) AVIAT 2361 037-579124-002 ETHERNET CABLE, RJ45 CAT 5/CAT 5E, 2M (6.5') (037-579124-002V_REVA) AVIAT 1362 LOC-C6APC80S-GY-07 TAA GIGATRUE 3 CAT6A 650MHZ PATCH CABLE,F/UTP,SLIMLINE,LOCKABLE,GRAY,2.1M/7FT AVIAT 4363 037-579315-001 ALARM I/O HD15 10M WIREWRAP (037-579315-001V) AVIAT 1

MAT. REF.NO.


371 SSA-5 ANTENNA, GPS PUCK, TNC-FSYNERGYSYSTEMS 1

372 LMR240 COAXIAL CABLE, 50 OHMTIMES

MICROWAVE

373 CON-05-240 COAXIAL CONNECTORS, TNC-MALETIMES

MICROWAVE 2

374 3/4" EMT CONDUIT COLLAR 1

375 3' EMT CONDUIT 1

381 (SAR) 3HE06791AAAA SERVICE AGGREGATION ROUTER, 7705 SAR-8 ALCATEL 1

381A 3HE06792AA FAN MODULE, -48 VDC ALCATEL 1

381B 3HE02774ABBC CONTROL SWITCH MODULE, V2 ALCATEL 2

381C 3HE06151ACAA 8 PORT GE SFP V3 ALCATEL 2

381D 3HE00062CBAA SFP-GIGE BASE T RJ45 ALCATEL 10

386 (ESW) IE-3010-24TC RACK MOUNT SWITCH 24 10/100B-T, 2 GEUPLINKS. NO PS CISCO 1

386A PWR-RGD-LOW-DC/IA IE 3010 LOW DC POWER SUPPLY CISCO 1

386B PWR-RGD-LOW-DC/IAR IE 3010 LOW DC POWER SUPPLY CISCO 1

386C SIEISK9T-15002SE CISCO IE 3010 IP SERVICES WITH EXPRESS SETUP CISCO 1

386D RM-RGD-19IN SPARE 19 IN RACK-MOUNT KIT FOR THE CGS 2520 CISCO 1

389 CAT-6 SHIELDED CABLE BELDEN

390 DGXZ+15TFTF-A SURGE ARRESTOR, HYBRID +15VDC PASS, 800 MHZ TO 2.5 GHZ, TNC-F TNC-F POLYPHASOR 1

391 IS-50NX-C2 SURGE ARRESTOR, DC BLOCKED, 125 MHZ TO 1 GHZ, N-F N-F POLYPHASOR 1

392 LP-WBX-NFF SURGE ARRESTOR, 2-6 GHZ ARRESTOR, NF/NFTIMES

MICROWAVE 2


MICROWAVE 4


MICROWAVE 2

397 220498 GROUNDING KIT, STANDARD EW63 COMMSCOPE 8 OR EQUIVALENT

398 CSG12-12B2U GROUNDING KIT, 1/2" COMPACT SUREGROUND TINNED COMMSCOPE 2

399 CSG78-12B2U GROUNDING KIT, 7/8" COMPACT SUREGROUND TINNED COMMSCOPE 2

MAT. REF. NO. MANUFACTURERS PART NO. DESCRIPTION MANUFACTURER QTY REMARKS1 AND-HPX6-59-P1A/K ANTENNA, 5.925-6.425GHZ, 1.8M/6FT, HP, DUAL POL, CPR137G, WHT HYP RAD AVIAT 13 AND-HPX10-59-P1A ANTENNA, 5.925-6.425GHZ, 3.0M/10FT, HP, DUAL POL, CPR137G, WHT HYP RAD AVIAT 16 AND-520570-10 INBOARD SIDE STRUT KIT FOR 6FT MICROWAVE ANTENNAS; 10.5 FT (520570-10) AVIAT 17 AND-520570-4 OUTBOARD SIDE STRUT KIT FOR 8/10/12FT MICROWAVE ANTENNAS (520570-4) AVIAT 1

8179-530147-001

LEG MOUNT,UP TO 6 FEET ANTENNA DIAMETER,UP TO 8 INCHES DEPTHIAMETER LEG,WITH WAVEGUIDEEQUIPMENT PROTECTION SHIELD KIT (MTC3513LMS) AVIAT

1

9 179-530145-001 FACE MOUNT,ICE SHIELD KIT,UP TO 14 FEET FACE,SUPPORTS UP TO 8 INCHES DEPTHIAMETER LEG (MTC3513FMS) AVIAT 1


22 AND-EW63INSTALL-KIT

EW63INSTALL-KIT (ONE KIT PER WAVEGUIDE RUN). CONSISTING OF THE FOLLOWING:AND-24312A / LDF HOISTING SUPPORT GRIP / QTY 1AND-163SE / 5.925-7.125GHZ CPR137G FIXED-TUNES CONNECTOR / QTY 2AND-55001-137 / PRESSURE WINDOW FOR WR137/ QTY 1FWG-063200-900 / FLEX WAVEGUIDE WR137, 5.85-8.2 GHZ, CPR137G/CPR137G, 36 IN / QTY 1AND-244106A-70 / FLEXT-TWIST HANGER ASSEMBLY FOR WR137, 6GHZ / QTY 1AND-241088-4 / GOUNDING KIT (24IN, 2 HOLE, LUG ATTACHED) / QTY 3

AVIAT 4

24 AND-HARDWARE-KIT

HARDWARE-KIT (ONE KIT PER 100FT). CONSISTING OF THE FOLLOWING:AND-UA-3 / AND UNIV ANGLE ADPTR KIT, SNAP-IN, 3/4IN THROUGH HOLE / QTY 3AND-UAAI / UNIVERSAL ANGLE ADAPTER INSERT KIT / QTY 3AND-31771-6 / THREAD ROD SUPPORT 24IN (610MM) LONG, KIT OF 5 / QTY 2AND-31769-1 / 1IN HARDWARE KIT, KIT OF 10 / QTY 3

AVIAT 6

26 LOC-BAEW632 VAL EW63 X2 HOLE BOOT KIT (BAEW632) AVIAT 228 LOC-SREW632-K EW63 X2 HOLES CUSHION (BAG OF 5 KITS) (SREW632-K) AVIAT 20

41 AND-204673-4 4 PORT ENTRANCE PANEL, 4 INCH, 1 X 4 (204673-4) AVIAT 1

51 EV105-M5-M5-300 IRU600 V3 RFSEC ASSY 1+0 REPEATER, 2RU, U5/U5 GHZ AVIAT 252 179-530135-AA101 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 1+0/MHSB 1ANT, RPTR(MAIN) AVIAT 153 179-530135-AA102 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 2+0/FD, RPTR (RPTR) AVIAT 154 179-530135-BB202 WG EXT KIT IRU600 V3 6GHZ SH2-PO2, 2+0/FD, RPTR (RPTR) AVIAT 155 179-530089-001 EXT BRKT KIT IRU600 2 SHELF AVIAT 157 EXX-000-204 ECLIPSE, INTELLIGENT NODE UNIT 2RU, INC IDCE, FAN, NCCV2, HIGH OUTPUT AVIAT 158 179-530064-001 KIT BRACKET 2RU (179-530064-001_R001) AVIAT 159 EXS-002 NODE PROTECTION CARD, HIGH OUTPUT AVIAT 160 EXA-001 AUX, ALARM I/O CARD AVIAT 161 EXR-660-002 RAC 60E, QPSK-256 QAM, HIGH GAIN, NO XPIC, ACM AND SYNC-E AVIAT 462 EXD-181-002 DAC GE3 GIGABIT ETHERNET SWITCH CARD AVIAT 464 EZE-08007 NODE SW LICENSE, 800 MBPS TOTAL RADIO PAYLOAD CAPACITY AVIAT 167 EZF-64 IRU600 600 NODAL HIGH POWER OPTION 4 X RFU AVIAT 169 EZF-01 LAYER 1 LINK AGGREGATION NODAL ON DAC GE / DAC GE3 AVIAT 170 179-530135-BB201 WG EXT KIT IRU600 V3 6GHZ SH2-PO2, 1+0/MHSB 1ANT, RPTR(MAIN) AVIAT 1

80 AND-PMT200B-81315 DEHYDRATOR, LOW-PRESS MEM, WALL MNTBL, 3.0-5.0 PSIG, W/DSC ALRM, 115 VAC, 50/60 HZ, 4 SEP-VLVD PRTS AVIAT 182 AND-6600D-4 DISTRIBUTION MANIFOLD,4-PORT,0-15.0 PSIG,25 FEET OF TUBING PER PORT,WALL MOUNTABLE AVIAT 1

100 037-579461-500 CABLE PROT / BRIDGEING GE3, DIRECT FIT, 500MM (747420016) AVIAT 2101 037-579124-002 ETHERNET CABLE, RJ45 CAT 5/CAT 5E, 2M (6.5') (037-579124-002V_REVA) AVIAT 1

102 LOC-C6APC80S-GY-07 TAA GIGATRUE 3 CAT6A 650MHZ PATCH CABLE,F/UTP,SLIMLINE,LOCKABLE,GRAY,2.1M/7FT AVIAT 4

104 037-579315-001 ALARM I/O HD15 10M WIREWRAP (037-579315-001V) AVIAT 1

110 PWR-000053-TRM CIRCUIT BREAKER 20 AMP SNAPAK (030017750I) AVIAT 2 OR EQUIVALENT IF INSTALLED IN EXISTING NEG 48 VDC DP114 220498 GROUNDING KIT, STANDARD EW63 COMMSCOPE 4 OR EQUIVALENT

122 IB24D-A ICE BRIDGE KIT, 24" SPAN, 13' 4" DIRECT BURIAL, 3.5" OD VALMONT 1 OR EQUIVALENT, SIZE TO PROTECT EXISTING CABLE LADDER FROM TOWER TO SHELTER

MAT. REF. NO. MANUFACTURERS PART NO. DESCRIPTION MANUFACTURER QTY REMARKS6 AND-520570-10 INBOARD SIDE STRUT KIT FOR 6FT MICROWAVE ANTENNAS; 10.5 FT (520570-10) AVIAT 1

8 179-530147-001LEG MOUNT,UP TO 6 FEET ANTENNA DIAMETER,UP TO 8 INCHES DEPTHIAMETER LEG,WITH WAVEGUIDEEQUIPMENT PROTECTION SHIELD KIT (MTC3513LMS) AVIAT 1

11 AND-UHX6-59-P3A/L ANTENNA, 5.925-6.425GHZ, 1.8M/6FT, UHP, DUAL POL, CPR137G, WHT TEF RAD AVIAT 1


22 AND-EW63INSTALL-KIT

EW63INSTALL-KIT (ONE KIT PER WAVEGUIDE RUN). CONSISTING OF THE FOLLOWING:AND-24312A / LDF HOISTING SUPPORT GRIP / QTY 1AND-163SE / 5.925-7.125GHZ CPR137G FIXED-TUNES CONNECTOR / QTY 2AND-55001-137 / PRESSURE WINDOW FOR WR137/ QTY 1FWG-063200-900 / FLEX WAVEGUIDE WR137, 5.85-8.2 GHZ, CPR137G/CPR137G, 36 IN / QTY 1AND-244106A-70 / FLEXT-TWIST HANGER ASSEMBLY FOR WR137, 6GHZ / QTY 1AND-241088-4 / GOUNDING KIT (24IN, 2 HOLE, LUG ATTACHED) / QTY 3

AVIAT 2

24 AND-HARDWARE-KIT

HARDWARE-KIT (ONE KIT PER 100FT). CONSISTING OF THE FOLLOWING:AND-UA-3 / AND UNIV ANGLE ADPTR KIT, SNAP-IN, 3/4IN THROUGH HOLE / QTY 3AND-UAAI / UNIVERSAL ANGLE ADAPTER INSERT KIT / QTY 3AND-31771-6 / THREAD ROD SUPPORT 24IN (610MM) LONG, KIT OF 5 / QTY 2AND-31769-1 / 1IN HARDWARE KIT, KIT OF 10 / QTY 3

AVIAT 4

26 LOC-BAEW632 VAL EW63 X2 HOLE BOOT KIT (BAEW632) AVIAT 1

28 LOC-SREW632-K EW63 X2 HOLES CUSHION (BAG OF 5 KITS) (SREW632-K) AVIAT 13

41 AND-204673-4 4 PORT ENTRANCE PANEL, 4 INCH, 1 X 4 (204673-4) AVIAT 1

51 EV105-M5-M5-300 IRU600 V3 RFSEC ASSY 1+0 REPEATER, 2RU, U5/U5 GHZ AVIAT 1

52 179-530135-AA101 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 1+0/MHSB 1ANT, RPTR(MAIN) AVIAT 1

53 179-530135-AA102 WG EXT KIT IRU600 V3 6GHZ SH1-PO1, 2+0/FD, RPTR (RPTR) AVIAT 1

57 EXX-000-204 ECLIPSE, INTELLIGENT NODE UNIT 2RU, INC IDCE, FAN, NCCV2, HIGH OUTPUT AVIAT 158 179-530064-001 KIT BRACKET 2RU (179-530064-001_R001) AVIAT 159 EXS-002 NODE PROTECTION CARD, HIGH OUTPUT AVIAT 160 EXA-001 AUX, ALARM I/O CARD AVIAT 161 EXR-660-002 RAC 60E, QPSK-256 QAM, HIGH GAIN, NO XPIC, ACM AND SYNC-E AVIAT 262 EXD-181-002 DAC GE3 GIGABIT ETHERNET SWITCH CARD AVIAT 263 EZE-08006 NODE SW LICENSE, 400 MBPS TOTAL RADIO PAYLOAD CAPACITY AVIAT 166 EZF-62 IRU600 600 NODAL HIGH POWER OPTION 2 X RFU AVIAT 169 EZF-01 LAYER 1 LINK AGGREGATION NODAL ON DAC GE / DAC GE3 AVIAT 1

80 AND-PMT200B-81315 DEHYDRATOR, LOW-PRESS MEM, WALL MNTBL, 3.0-5.0 PSIG, W/DSC ALRM, 115 VAC, 50/60 HZ, 4 SEP-VLVD PRTS(PMT200B-81315) AVIAT 1

81 AND-6600D-2 DISTRIBUTION MANIFOLD,2-PORT,0-15.0 PSIG,25 FEET OF TUBING PER PORT,WALL MOUNTABLE AVIAT 1

100 037-579461-500 CABLE PROT / BRIDGEING GE3, DIRECT FIT, 500MM (747420016) AVIAT 1

101 037-579124-002 ETHERNET CABLE, RJ45 CAT 5/CAT 5E, 2M (6.5') (037-579124-002V_REVA) AVIAT 1

102 LOC-C6APC80S-GY-07 TAA GIGATRUE 3 CAT6A 650MHZ PATCH CABLE,F/UTP,SLIMLINE,LOCKABLE,GRAY,2.1M/7FT AVIAT 2104 037-579315-001 ALARM I/O HD15 10M WIREWRAP (037-579315-001V) AVIAT 1

110 PWR-000053-TRM CIRCUIT BREAKER 20 AMP SNAPAK (030017750I) AVIAT 2 OR EQUIVALENT IF INSTALLED IN EXISTING NEG 48 VDC DP114 220498 GROUNDING KIT, STANDARD EW63 COMMSCOPE 2 OR EQUIVALENT



Attachment E

QA/QC Checklists

Initial Date NOTES

DRAWINGS/PLANS Correct Drawing up to date/Note Rev. Level

No red lines

TELECOM SHELTER Shelter level and secure to footings

Cable Wall Entry port installed on East wall of shelter, near shelter door

Cable Trays installed where indicated by drawings, secured to shelter ceiling

DIN rail mounted to interior shelter wall below cable entry ports

Main Ground Bus Bar installed on interior shelter wall below cable entry ports

Exterior Ground Bus Bar installed on exterior shelter wall below cable entry ports

Air intake hood installed on southwest corner of shelter per drawings, near ceiling

Exhaust hood installed on northeast corner of shelter per drawings, near ceiling

All wall penetrations are sealed

ALL EQUIPMENT RACKS

Vibration Isolators installed on all four rack floor mount bolt locations for each rack

Racks securely bolted to floor via Vibration Isolators

Racks secured to shelter ceiling via hanger mount vibration isolators in two locations

INTERIOR GROUND SYSTEM Interior main ground bar bonded to exterior ground bar using #2 AWG green insulated

ground wire

#2 AWG green insulated halo wire installed around west, north and east walls of

shelter, secured 6" below shelter ceiling and bonded to the main ground bar beneath

entry ports

Rack ground bars installed at top of all racks, bonded to halo wire or main ground bar

using #6 AWG green insulated wire

Building steel bonded to main ground bar with #6 AWG green insulated ground wire

Building door frame bonded to main ground bar with #6 AWG green insulated ground

wire

Cable trays bonded to interior ground system with #10 AWG green insulated ground

wire

Ground resistance test complete to Main Ground Bar, results approved by owner

RDS FIBERGLASS BASE Foundation Level and in proper placement

Ballast, Sub-Ballast, and D1 fill all graded to avoid drainage problems

All Sections bolted, utilizing steel backer plates, lock washers, etc..

Marine Grade sealant used between all joints and plates

Initial the box when the task has been completed, dated and add any notes.

Bald Mountain Telecom Site QA Checklist

Initial Date NOTES



All foundation feet backfilled and secure

Earthwork fill extends 10 feet beyond foundation in all directions

EXTERIOR GROUND SYSTEM

#2 AWG copper ground ring installed around tower foundation, buried less than 30"

#2 AWG copper ground ring installed around shelter, buried less than 30"

Copper ground rods installed in 7 locations with ground wells per drawings

#2 AWG copper ground wire exothermically welded to exterior ground bar and shelter

ground ring

Two (2) #2 AWG coopper ground wires exothermically welded to shelter ground ring

and tower ground ring, buried less than 30"

Ground resistance test complete, results approved by owner

TOWER Tower properly bolted to RDS on all 4 legs, double-nut used

Tower level

All four Tower legs bonded and grounded to ground ring

Ground Plate installed on tower close to ice bridge

Climbing studs installed

Climbing fall arrestor cable system secure and installed properly

PROPANE

TANKS/PIPING/MANIFOLD Propane tanks bolted on all 4 feet each

All propane tanks a minimum of 25 feet from shelter

Propane Tanks Bonded, Grounded to ground ring

Tank level sensors installed

All propane piping secured along RDS legs, no less than every 4'

LPG tank control valves installed, securely mounted to tower foundation

Piping is Black Pipe, until a transition to Yellow-Polly at end of RDS

Yellow Polly is completely buried, and at a depth of atleast 12" with warning tape

buried at max. of 6"

Piping transitions back to Black pipe next to Comms Shelter

Black Pipe transitions down shelter, between 3" and 12" off ground

Shelter shut off valve installed on exterior of shelter near entry to shelter

Black Pipe enters rear of shelter (NE corner), entry sealed

ICE BRIDGE ASSEMBLY Wall mount brackets secured to shelter wall near cable entry ports

All wall penetrations sealed

4' Ice Bridge section installed via wall mount brackets

Non-penetrating ice bridge foundation level and in proper placement

Ballast, Sub-Ballast, and D1 fill all graded to avoid drainage problems

Ice bridge attached securely to tower, tower foundation, ice bridge foundation and

shelter wall mounts

Ice bridge runs level with shelter

Initial Date NOTES



Vertical cable ladder installed on tower near interface with Ice Bridge

Ice bridge assemblies and foundation bonded to exterior ground system

ANTENNA INSTALLATION Dish antennas installed on proper tower leg, aligned per the drawings

Antenna supports bonded to tower steel using ground wire

Radome covers installed and secured

SOFC AND INTERIOR PROPANE

PIPING All devices installed between entry and SOFC per single-line diagram

2nd stage regulator vent line, 1" copper, installed and exit exterior wall at highest

point

Vent line includes screen end cap and wall penetration sealed

SOFC part number matches BOM

SOFC Field Stand anchored to shelter floor

SOFC securely mounted to field stand

Minimum of 2 feet of clearance achieved between all sides of unit and shelter wall

All pipe connections are tight and sealed

Piping leak test performed, results approved by owner

SOFC exhaust duct secured to shelter ceiling, penetrates shelter on west wall near

ceiling

Exhaust duct extends a minimum of 6" above shelter roof and supported to survive

wind gusts rated for region

Exhaust is rain capped with bird screen and includes drip tube or hole for

condensation

INTERIOR EQUIPMENT Battery rack anchored to the shelter floor

Battery charger rack assembly secured to battery rack

AC contactors securely installed

Baseboard heater installed and secured within shelter

Light switch timer installed near shelter entrance on east wall

All (qty. 4) four foot LED lights installed at ceiling-wall interface per drawings

Fire extinguishers mounted to wall near shelter entrance and AC distribution panel

Exhaust fan installed in north east corner of shelter

Intake fan and air filter installed in south west corner of shelter

Dehydrator and manifold installed near cable entry ports

All rack mounted hardware securely mounted, all items included

Return bus bar is installed on rack #1 and protected with fiberglass shield

All rack mounted hardware chassis grounded to nearest ground bar using #10 AWG

green insulated ground wire

Vinyl strip door kit installed, spans entire shelter door opening

Magnetic door sensor installed

Indoor temperature and humidity sensor mounted securely to rack

Initial Date NOTES



Surge protectors and DIN rail mounted to interior shelter wall beneath cable entry

ports

Surge protectors bonded to main ground bar using #6 green insulated ground wire

Exterior temperature sensor installed on exterior of east shelter wall, wall

penetrations sealed

Gasboss sensor securely mounted 6" from shelter floor, near propane piping and

SOFC

POWER AND WIRING Measured battery voltage is -48 VDC

All wiring between equipment as shown in one-line diagrams

AC breakers installed, rated according to drawings

All AC supply wiring in EMT conduit, securely terminated at devices

Return bus bar bonded to the main ground bar using green insulated #2 AWG ground

wire

All Power Distribution Panel breaker ratings confirmed

All DC power wiring installed in red EMT conduit

Junction box for LPG tank sensor and valve control wiring secured to tower foundation

LPG Valve control and Tank Sensor wiring routed from equipment to junction box in

RGS conduit

Wires routed from junction box to shelter through RGS conduit suspended from ice

bridge

All conduit joints are sealed

Conduit is secured to tower foundation and ice bridge assembly

LPG Valve control and Tank Sensor wiring routed from entry port to surge protectors,

surge protectors to equipment per one-line diagrams

Tags w/wire name correct per drawings

Cable and wire Tested and Terminated recorded

Correct voltage confirmed at all equipment power supply inputs

As installed panel schedules provided by contractor

Baseboard heater test performed, results approved by owner

RF CABLES All cables and waveguides run straight, with no cross-overs

All cables and waveguide adhere to manufacturer minimum bend radius specifications

All cables and waveguides secured no less than every 4'

All coaxial cables include surge protection on interior side of cable entry port into

shelter

Surge protectors bonded to Main Ground Bar with #6 AWG green insulated ground

wire

All waveguide outer conductors are grounded to Exterior Ground Bar at Cable Entry

into shelter

All waveguide connected to dehydrator, all joints sealed

Initial Date NOTES



All waveguide and cable outer conductor bonded to Tower Ground Bar at Tower-Ice

Bridge interface

All RF connectors tight

All waveguide and cable tightly connected to antenna interface

VSWR test performed, results approved by owner

All waveguide penetrations through cable entry port sealed

Waveguide pressure test performed, results approved by owner

NET MONITORING All equipment configured with correct network settings

Connectivity established with back office over radio links

Sensor functionality confirmed for all newly installed sensors, correct status telemetry

reported to back office

Control command functionality confirmed for all newly installed control devices

Event response tests performed to simulate the following:

Empty propane tank, loss of SOFC power, tripped breakers

FINAL QA/QC INSPECTION Overall visual inspection of site

Name, Signature and Date of ALL persons Initialing:

_____________________________________________

_____________________________________________

Final Completed Copies Go to:

Contractors Rep

ARRC Project Manager

ARRC Telecom

Initial Date NOTES

DRAWINGS/PLANS Correct Drawing up to date/Note Rev. Level

No red lines

TELECOM SHELTER Cable Wall Entry port installed according to drawings

Cable Trays installed where indicated by drawings, secured to shelter ceiling

Main Ground Bus Bar installed on interior shelter wall below cable entry ports

Exterior Ground Bus Bar installed on exterior shelter wall below cable entry ports

All wall penetrations are sealed

INTERIOR GROUND SYSTEM Interior main ground bar bonded to exterior ground bar using #2 AWG green insulated

ground wire

Rack ground bars installed at top of all racks, bonded to halo wire or main ground bar

using #6 AWG green insulated wire

Cable trays bonded to interior ground system with #10 AWG green insulated ground

wire

Ground resistance test complete to Main Ground Bar, results approved by owner

EXTERIOR GROUND SYSTEM #2 AWG copper ground ring installed around tower foundation, buried minimum of

30" below grade

#2 AWG copper ground ring installed around shelter, buried less than 30"

Copper ground rods installed in locations with ground wells per drawings

#2 AWG copper ground wire exothermically welded to exterior ground bar and shelter

ground ring

Shelter ground ring and tower ground ring bonded together using #2 AWG ground

wires or exothermic weld, buried minimum of 30" below grade

Ground resistance test complete, results approved by owner

ANTENNA INSTALLATION Dish antennas installed on proper tower leg, aligned per the drawings

Antenna supports bonded to tower steel using ground wire

Radome covers installed and secured

INTERIOR EQUIPMENT Dehydrator and manifold installed near cable entry ports

All rack mounted hardware securely mounted, all items included

All rack mounted hardware chassis grounded to nearest ground bar using #10 AWG

green insulated ground wire

POWER AND WIRING All wiring between equipment as shown in one-line diagrams

All Power Distribution Panel breaker ratings confirmed


Microwave Telecom Site QA Checklist

Initial Date NOTES



All DC power wiring installed in red EMT conduit

Tags w/wire name correct per drawings

Cable and wire Tested and Terminated recorded

Correct voltage confirmed at all equipment power supply inputs

As installed panel schedules provided by contractor

RF CABLES All cables and waveguides run straight, with no cross-overs

All cables and waveguide adhere to manufacturer minimum bend radius specifications

All cables and waveguides secured no less than every 4'

All coaxial cables include surge protection on interior side of cable entry port into

shelter

Surge protectors bonded to Main Ground Bar with #6 AWG green insulated ground

wire

All waveguide outer conductors are grounded to Exterior Ground Bar at Cable Entry

into shelter

All waveguide connected to dehydrator, all joints sealed

All waveguide and cable outer conductor bonded to Tower Ground Bar at Tower-Ice

Bridge interface

All RF connectors tight

All waveguide and cable tightly connected to antenna interface

VSWR test performed, results approved by owner

All waveguide penetrations through cable entry port sealed

Waveguide pressure test performed, results approved by owner

NET MONITORING All equipment configured with correct network settings

Connectivity established with back office over radio links

Sensor functionality confirmed for all newly installed sensors, correct status telemetry

reported to back office

Control command functionality confirmed for all newly installed control devices

Event response tests performed to simulate the following:

Tripped breakers and any other tests required by ARRC

FINAL QA/QC INSPECTION Overall visual inspection of site

Name, Signature and Date of ALL persons Initialing:

_____________________________________________

_____________________________________________

Initial Date NOTES



Final Completed Copies Go to:

Contractors Rep

ARRC Project Manager

ARRC Telecom

SECTION TITLE - Alaska Railroad · TECHNICAL SPECIFICATIONS SECTION TITLE DIVISION 1 ... Complete...

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