CITY OF FAIRBANKS Request for Design-Build Proposals Project No.: RFP-12-23

CITY HALL CAT-6 UPGRADE PROJECT

ANNOUNCEMENT REQUEST FOR DESIGN-BUILD PROPOSALS The City of Fairbanks, is requesting proposals from firms qualified and interested in providing: DESIGN AND CONSTRUCTION SERVICES FOR THE CITY HALL CAT-6 CABLING PROJECT Project No.: RFP 12-23 The design-build contract will be for all services required for complete design and construction necessary to replace and increase existing computer cabling at City Hall, Fairbanks, Alaska, including up to 546 jacks and associated patch panels. Department of Labor regulations and Davis Bacon Act per AS 36.05.010 apply. Selection Process: This Request for Design-Build Proposals (RFP) is a single step process to select the best cost/highest scoring technical proposal. It is the intention of the City to award the design-build contract to the highest scoring proposal. RFP Documents: Interested firms may obtain a copy of Design Build RFP documents only in electronic format, via internet connection, at http://www.ci.fairbanks.ak.us/departments/personnel/bids.php . It is your mandatory responsibility to register as an RFP Holder by contacting Patrick Smith, Project Manager, 907/459-6766, or by e-mail to [email protected]. Only RFP registered holders will be allowed to propose, or will receive addenda to the RFP, if any. Deadline to register is June 4, 2012. Pre-Submittal Conference: A Mandatory pre-submittal conference is scheduled for this project at 10:00 am, Monday, June 4th. Submittal Deadline: Proposals will be received by the City Clerk’s office until 4:00 PM (local time) June 22, 2012 at the address listed above. Project: The RFP documents identify the Scope of Work in greater detail. Publish: May 24, 27, 30 & June 3 2012

SECTION 0 - ANNOUNCEMENT

THE CITY OF FAIRBANKS REQUEST FOR DESIGN-BUILD PROPOSALS PROJECT NAME: CITY HALL CAT-6 CABLING UPGRADE INVITATION NUMBER: RFP-12-23 SECTION 1 1.1

INVITATION TO SUBMIT PROPOSALS. The City of Fairbanks, 800 Cushman Street, Fairbanks, Alaska 99701, requests proposals from qualified firms to design and install a Category 6 data cabling throughout City Hall offices and departments, 800 Cushman Street. The Design-Builder selected will provide all services necessary to design and furnish the specified Work in accordance with the guidelines and standards in this Request for Proposals. Proposals will be evaluated for their response to selection criteria, material specifications, functional design and features. The City reserves the right to conduct a pre-award survey and to interview of any firm under consideration to confirm any of the information furnished by the firm.

1.2

PROJECT BACKGROUND

1.3

Cabling - Existing a. Existing communication and data cabling in City Hall is the result of various installations over the past fifteen years. Cable type and installation technique varies. All affected existing cabling and associated components shall be removed and disposed of unless otherwise directed by Owner.

1.4

Scope of Work: New Systems a. General: Design-Builder shall design, install and commission a new system of cabling, patch panels, jacks, back-boxes, raceways, cable trays, and conductors, all required. Certain existing cable routes are not clearly identified: Design-Builder is responsible for field verification; coordinate all routes with Owner. The Design-Builder will install Category 6 cabling from the City Hall central network core facility to City Hall office endpoints, terminating in patch panels on the core side and data jack outlets at the endpoints. The work includes, but is not limited to, installation of up to 567 new jacks and up to 14 ea. 48-port patch panels (See Base Bid & Alternates). b. Special Qualifications: See Qualifications requirements under Part A, Qualifications & Technical Proposal, below.

SECTION 1, Page 1 of 5

c. Cable Trays: Certain existing cable trays are available and intended for use under this Project, as shown on the Drawings. Design-Builder shall install additional cable trays where noted on the Drawings. Owner provided materials: in addition to existing installed trays shown on the Drawings, eight (8) sections of new, 12” x 10’ Cablofil wire basket cable tray are on hand and available for contractor use. Note: new cable tray where shown in the Training Room shall be 6” Cablofil. Note: Where conduit access to cable trays is obstructed, cables may be installed on 2” “J” Hooks, excepting cable bundles greater than 2-inches, where 4” “J” Hooks shall be used. Note: Cable trays shall be laid in a neat, orderly fashion consistent with the best industry examples in the Fairbanks area. Trays shall be dressed for bundled sweeps and controlled “jumps” from tray to cable, using Velcro fasteners. “Zip” or other plastic ties are not allowed. Trays shall be left with “jet line” in place for future cable pulling. d. Faceplates, general: Each jack shall have 4 data cables, routing from the cable trays in raceways as specified to “deep” surface-mounted double-gang 4-11/16” box with single-gang face plate adapter. Jacks will be 6-port, with two blanks installed per faceplate. See Specifications. e. Faceplates, elevation: Where existing back-boxes are re-used, elevation above finish floor shall be as existing. For jacks / faceplates in new back boxes, elevation AFF shall be 36”. f. Patch Panels: Thirteen (13) 48-port patch panels shall be provided and installed by contractor. See Specifications. Note: The total system requires 14 patch panels, one of which is existing (termination required). g. Existing telephone cables: Most existing telephone wire will remain in place. Exception: telephone cable in certain specified existing conduit or raceway shall be permanently removed when being replaced with new network cabling. h. Cabling / Jack Schedule: Included in Drawings are cable & jack schedules for the Base Bid, Alternate No. 1 and Alternate No. 2. i. Numbering System: Contractor shall number jack faceplates as called out on the Cabling Schedule. Basement numbers 0 -999 First Floor numbers 1,000 to 1999 Second Floor numbers 2000 -2999, Future Attic 3000-3999 (reserved, no jacks / faceplates under this project) “NW Tower” shall have the following separate number system: NW Basement numbers = none

SECTION 1, Page 2 of 5

NW First Floor numbers 1501-1699 NW First Floor numbers 1701-1999 NW Second Floor numbers 2301-2499 NW Second Floor numbers 2801-2999 (“IT Dept Cables”) j. Labeling: Cables shall be numbered and labeled at each endpoint, i.e., jack to panel with numbering system described above and shown on the Drawings. Provide self-laminating labels, with separate labels on faceplates and patch panels (4 labels total for each run). k. New Network Closet: Location Second Floor, NW Tower. Provide new Patch Panel, install Owner Provided Network Rack. Provide both 4 ea. CAT-6 copper and a 12-hair single-mode fiber optic “trunk lines” from Network Closet to IT Dept. main network rack in Server Room. Submit trunk line specifications for Owner review. Note: network switch for this closet is Owner provided, Contractor installed. l. Testing & Certification: Cable shall be tested as shown in the Specifications under “Cat 6 Cable: Field Testing Requirements”. Provide hard-copy test results and certification. m. Raceways: Re-use existing wire-mold or conduit as noted on the Schedule. Provide new, surface mounted 1” EMT all other locations, and as required to intersect cable trays. Where EMP is employed, conduit ends shall be fitted with an ungrounded plastic bushing. Bend conduit in direction of cable flow from cable tray, and situate as close to cable tray as field conditions permit. Raceways shall be left with two “jet lines” in place for future cable pulling. 1.5

APPLICABLE CODES AND STANDARDS           

2.0

ANSI/TIA-568-C.2 “Commercial Balanced Twisted-Pair Telecommunications Cabling and Components Standard” ANSI/TIA-1152 ANSI/TIA-1152 (Table 3) ANSI/TIA-568-C Annex C TIA Standard 568-B.2-10 IEEE 802.3an 10GBASE-T standard BICSI & RCDD National Electric Code, 2011 National Electrical Manufacturers’ Association (NEMA) Underwriters Laboratory, Inc., UL 1666, CMR, UL Listed Underwriters Laboratory, Inc., Standards for Safety

INSTRUCTIONS TO PROPOSERS. Proposals submitted by interested firms must include the following elements: Part A - Qualifications and Technical Proposal, See Section 2, Evaluation Criteria.

SECTION 1, Page 3 of 5

Submit three (3) copies of your Proposal. Note: pricing shall be submitted in a separate, sealed envelope, and shall not be included in your Qualifications and Technical Proposal Submittal (see Fixed Price Proposal Form). Part B - Contract Price Submittal shall be submitted on the Proposal Price Form, included Section 7, in a separate sealed envelope. State on the Proposal Price Form the Proposer’s lump sum fee, on a turn key basis, such that nothing remains to be purchased or performed by the Owner. NOTE: See Price Proposal Form for “Base Bid” and Alternates No. 1 and No. 2. 2.1

PROPOSAL DUE DATE. Proposals shall be due at the City Clerk Office at 800 Cushman Street, Fairbanks, Alaska, 99701-4615 by June 22, 2012 at 4:00 PM. Proposals shall be considered proprietary and confidential information, until completion of the Design/Builder Selection Procedure. Upon completion of the Selection Procedure, the written proposals submitted by all interested firms shall be considered the property of the City.

2.2

Contract Award. A binding contract between the successful Proposer and the City is subject to approval by the City Mayor. Prompt approval is anticipated.

2.3

REJECTION OF PROPOSALS. The City reserves the right to reject any and all proposals in response to this RFP that are deemed not to be in its best interest. The City further reserves the right to cancel or amend this RFP at any time, and will notify all registered Proposers accordingly.

2.4

PROPOSAL DOCUMENT LIST The following documents are included in this RFP: SECTION 00.

Cover Sheet.

SECTION 0.

Announcement.

SECTION 1.

This Request for Proposals (RFP) dated May 24, 2012.

SECTION 2.

Evaluation Criteria

SECTION 3.

Agreement between Owner and Design/Builder

SECTION 4.

General Conditions

SECTION 5.

Bonds & Certificates

SECTION 6.

Fixed Price Proposal Form

SECTION 7.

Wage Determination / Rates of Pay.

SECTION 8.

Owner Provided Drawings, with Jack Schedules reflecting the Base Bid, Alternate No. 1, and Alternate No. 2.

SECTION 9.

Specifications.

SECTION 1, Page 4 of 5

PROJECT SCHEDULE Subject to the requirements and constraints outlined in the paragraph below, the Contracting Agency estimates the following schedule for the referenced Project: No.

Activity

Deadline

Request for Design-Build Proposals 1.

RFP Issued

MAY 24, 2012

2

Pre-Bid Facility Tour

JUNE 4, 2012

3.

Deadline for Proposer’s Requests for Information (RFI’s).

JUNE 11, 2012

4.

Last addendum published.

JUNE 14, 2012

5.

Deadline for receipt of technical and cost proposals: 4:00 PM local time

JUNE 22, 2012

6.

Selection Committee reviews proposals for responsiveness

JUNE 25, 2012

7.

City opens cost proposals

JUNE 26, 2012

8.

City issues Notice of Intent to Award Contract to the Proposer with the best responsive lowest price proposal. All proposers notified.

JUNE 27, 2012

9.

City Awards Contract issues Notice to Proceed and turns site over to contractor.

JULY 6, 2012

10.

Preferred Installation Complete and Fully Functional (submit date with your schedule)

SEPT. 15, 2012

The Owner reserves the right to modify the Competition Schedule prior to proposal submittals, or to terminate the RFP at any time.

SECTION 1, Page 5 of 5

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23

SECTION 2 (PART A)

DESIGN/BUILD SERVICES SELECTION EVALUATION CRITERIA

SECTION 2- EVALUATION CRITERIA

1

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23

PART A DESIGN/BUILD PROPOSAL EVALUATION CRITERIA TOTAL MAXIMUM POINTS = 100 The following criteria will serve as evaluation guidelines for each Evaluation Committee Member. The Proposer is advised to address each criterion directly.

1.

QUALIFICATIONS (60 Total Points Maximum ) A.

Firm / Team Qualifications (35 Points Maximum) 1) 2)

B.

Brief history, references, and financial stability of Design/Build Team. Performance History – Proposer’s previous performance in installation of Structured Cabling Systems. 3) Experience of technical and systems design personnel. 4) REQUIRED: The Job Site Superintendent for this project shall be a technician certified in BICSI (ITS Technician) construction code standards for structured cabling and to be present on the job site during all work to supervise any non-certified workers. Submit certifications. 5) Contractor shall provide a Registered Communications Distribution Designer (RCDD) who shall also sign off on the installation and certifiy the prints and test results. Submit Certification. 6) Completed minimum of 3 previous installations of similar nature in the last 5 years. 7) Project team organization; provide org chart or listing . Administrators/ Engineers / Project Manager Qualifications ( 25 Points Maximum) 1) 2)

2.

Personal qualification and prior experience with project of similar type. Role during design and construction phase.

QUALITY OF DESIGN-BUILD RESPONSE (30 Total Points Maximum) A.

General Design 1)

2) 3)

Cover letter with Project Narrative: Describe the intended solution to the RFP requirements; describe key construction steps in performance of the Work. Describe special tasks (e.g., testing & certification) Proposed Consultation Process & Field Coordination with Owner Proposed design meets Owner requirements for function, maintenance and durability.

SECTION 2- EVALUATION CRITERIA

2

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23

3.

SCHEDULE (10 Points Maximum) Submit a project schedule based upon the number of calendar days required to perform the work following Notice to Proceed under the Agreement. Schedule may be in any clearly displayed format. a.

Owner Meeting and consultation

b.

Final Construction Documents.

NOTE: other provisions of this RFP notwithstanding, a Building Permit is not required for this project, per the Building Official. c.

Materials Delivered and Commencement of the Work

d.

Substantial Completion of the Work (functioning)

SPECIAL NOTE: Proposer submittals will first be scored on a “yes” / “No” (pass / fail) for completeness, determining that the proposer did submit a response for each critera. The proposal will next be scored for award of quality points.

SECTION 2- EVALUATION CRITERIA

3

SECTION 3

Design -Build Agreement

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23

Agreement Between Owner and Design-Builder - Lump Sum This document has important legal consequences. Consultation with an attorney is recommended with respect to its completion or modification.

This AGREEMENT is made as of the day of the following parties, for services in connection with the Project identified below.

2012 by and between

OWNER: (Name and address)

CITY OF FAIRBANKS 800 Cushman Street Fairbanks, Alaska 99701

DESIGN-BUILDER: (Name and address)

PROJECT: (Include Project name and location as it will appear in the Contract Documents)

Project Name: Project Location: Project Number:

City Hall CAT-6 CABLING PROJECT 800 Cushman Street, Fairbanks, Alaska RFP 12-23

In consideration of the mutual covenants and obligations contained herein, Owner and Design-Builder agree as set forth herein.

Article 1

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23

Scope of Work 1.1 Design-Builder shall perform all design and construction services, and provide all material, equipment, tools and labor, necessary to complete the Work described in and reasonably inferable from the Contract Documents.

Article 2 Contract Documents 2.1

The Contract Documents are comprised of the following: .1

All written modifications, amendments and change orders to this Agreement issued in accordance with General Conditions of Contract between Owner and Design-Builder (“General Conditions of Contract”);

.2

This Agreement, together with all exhibits and attachments, executed by Owner and Design-Builder;

.3

The General Conditions of Contract;

.4

Design-Builder’s Deviation List, if any, contained in Design-Builder’s Proposal, which shall specifically identify any and all deviations from Owner’s Project Criteria;

.5

Owner’s Project Criteria; including the Owner’s Request for Qualifications (RFQ) and the Owner’s Request for Proposals (RFP) in their entireties.

.6

Design-Builder’s Proposal and exhibits, except for the Deviation List, submitted in response to Owner’s Project Criteria and Request for Proposals (RFP); and any unsolicited Alternates to the Proposal accepted by the City in writing.

.7

Construction Documents prepared and approved in accordance with Section 2.4 of the General Conditions of Contract;

.8

The following other documents, if any:

(Identify, for example, Unit Price Schedules, Design-Builder's

allowances, Performance Standard Requirements, Owner’s Permit List and any other document Owner and DesignBuilder elect to make a Contract Document)

.8.1 The Design-Builders Statement of Qualifications submitted in response to the Owner’s Request for Qualifications (RFQ).

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 Article 3 Interpretation and Intent 3.1 The Contract Documents are intended to permit the parties to complete the Work and all obligations required by the Contract Documents within the Contract Time(s) for the Contract Price. The Contract Documents are intended to be complementary and interpreted in harmony so as to avoid conflict, with words and phrases interpreted in a manner consistent with construction and design industry standards. In the event of any inconsistency, conflict, or ambiguity between or among the Contract Documents, the Contract Documents shall take precedence in the order in which they are listed in Section 2.1 hereof with the lower numbered Contract Documents having precedence over higher numbered Contract Documents. Within listed documents or groups of documents, the later dated shall have precedence over the earlier, and specific requirements shall have precedence over general requirements. 3.2 Terms, words and phrases used in the Contract Documents, including this Agreement, shall have the meanings given them in the General Conditions of Contract. 3.3 The Contract Documents form the entire agreement between Owner and Design-Builder and by incorporation herein are as fully binding on the parties as if repeated herein. No oral representations or other agreements have been made by the parties except as specifically stated in the Contract Documents.

Article 4 Ownership of Work Product 4.1 Work Product. All drawings, specifications and other documents and electronic data furnished by Design-Builder to Owner under this Agreement (“Work Product”) are deemed to be instruments of service and Design-Builder shall retain the ownership and property interests therein, including the copyrights thereto. 4.2 Owner’s Limited License. Owner shall own a paid-up, nonexclusive, royalty-free license to use and utilize the Work Product in connection with the Owner’s design and construction of the Project. 4.3 Owner’s Responsibility for Use of the Work Product Except in Connection with the Work. Design-Builder disclaims any and all liability that may arise out of the Owner’s use of the Work Product in connection with any design or construction, other than the Work contemplated under this Agreement. Owner’s use of the Work Product in connection with such other design or construction shall be at the Owner’s sole risk and expense.

Article 5 Contract Time 5.1 Date of Commencement. The Work shall commence within five (5) days of Design-Builder’s receipt of Owner’s Notice to Proceed (“Date of Commencement”) unless the parties mutually agree otherwise in writing. 5.2

Substantial Completion and Final Completion

5.2.1 Substantial Completion of the entire Work shall be achieved no later than August 1, 2012. (“Scheduled Substantial Completion Date”).

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 5.2.2 Interim milestones and/or Substantial Completion of identified portions of the Work shall be achieved as follows: .1 Complete and submit for review Design Development Documents not later than (14) calendar days after receipt of Owner’s Notice to Proceed as indicated in the Designbuilder’s Proposal. .2 Complete and submit for review 95% Construction Documents not later than (14) calendar days after receipt of Owner’s Notice to Proceed as indicated in the DesignBuilder’s Proposal. .3 Complete and submit for review 100% Construction Documents not later than (14) calendar days after receipt of Owner’s Notice to Proceed as indicated in the DesignBuilder’s Proposal. 5.2.3 Final Completion of the Work or identified portions of the Work shall be achieved as expeditiously as reasonably practicable. 5.2.4 All of the dates set forth in this Article 5 (“Contract Time(s)”) shall be subject to adjustment in accordance with the General Conditions of Contract. 5.3 Time is of the Essence. Owner and Design-Builder mutually agree that time is of the essence with respect to the dates and times set forth in the Contract Documents. 5.4 Liquidated Damages. Design-Builder understands that if Substantial Completion is not attained by the Scheduled Substantial Completion Date, Owner will suffer damages which are difficult to determine and accurately specify. Design-Builder agrees that if Substantial Completion is not attained by seven (7) days after the Scheduled Substantial Completion Date (the “LD Date”), Designer-Builder shall pay Owner Two Hundred and 00/100 Dollars ($ 200.00) as liquidated damages for each day that Substantial Completion extends beyond the LD Date The liquidated damages provided herein shall be in lieu of all liability for any and all extra costs, losses, expenses, claims, penalties and any other damages, whether special or consequential, and of whatsoever nature incurred by Owner which are caused by any delay in achieving Substantial Completion.

Article 6 Contract Price 6.1 Contract Price. Owner shall pay Design-Builder in accordance with the General Conditions of Contract the sum of ($XXXXXX.) (“Contract Price”), subject to adjustments made in accordance with the General Conditions of Contract. Unless otherwise provided in the Contract Documents, the Contract Price is deemed to include all sales, use, consumer and other taxes mandated by applicable Legal Requirements. 6.2 Markups for Changes. If the Contract Price requires an adjustment due to changes in the Work, and the cost of such changes is determined under Sections 9.4.1.3 or 9.4.1.4 of the General Conditions of Contract, the following markups shall be allowed on such changes: The Design-Builder shall be entitled to a markup for overhead and profit of ten percent (10%) of the net increase in the Contract Price calculated in accordance with the General Conditions. Subcontractors and Design Consultants shall be entitled to a similar markup for their respective sub-subcontractors and subconsultants.

Article 7

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 Procedure for Payment 7.1

Progress Payments

7.1.1 Design-Builder shall submit to Owner by the seventh (7th) day of each month, beginning with the first month after the Date of Commencement, Design-Builder’s Application for Payment in accordance with Article 6 of the General Conditions of Contract. 7.1.2 Owner shall make payment within thirty (30) days after Owner’s receipt of each properly submitted and accurate Application for Payment in accordance with Article 6 of the General Conditions of Contract and with AS 36.90.200(a), but in each case less the total of payments previously made, and less amounts properly withheld under Section 6.3 of the General Conditions of Contract. 7.2

Withholding Payments and Retainage on Progress Payments

7.2.1 Withholding Payments. The Owner may withhold or refuse payment for any of the reasons listed below, provided it gives written notice of its intent to withhold and of the basis for withholding: .1

The Work is defective, or completed Work has been damaged requiring correction or replacement, or has been installed without approval of shop drawings, or by an unapproved Subcontractor, or for unsuitable storage of materials and equipment;

.2

The Contract Price has been reduced by Change Order;

.3

The Owner has been required to correct defective Work or complete Work in accordance with Article 2.10.2 of the General Conditions of Contract.

.4

The Owner has actual knowledge of the occurrence of any of the events enumerated in Article 11.2.1 of the General Conditions of Contract;

.5

Claims have been made against the Owner or against the funds held by the Owner on account of the Design-Builder’s actions or inactions in performing this Contract, or there are other items entitling the Owner to set off funds to satisfy such claims;

.6

Subsequently discovered evidence or the results of subsequent inspections or tests, nullify any previous payments for reasons stated in Articles 7.2.1.1 through 7.2.1.5 above;

.7

The Design-Builder has failed to fulfill or is in violation of any of its obligations under any provision of this Contract.

7.2.2 Joint Payment of Funds. If the Owner has received written notice from the Surety that a Subcontractor, laborer or material man has not been paid as required in their contract with the DesignBuilder for services performed, labor furnished or materials supplied; then the Owner may issue payment jointly to both the Design-Builder and Surety. If initiated, joint payment shall continue until notified in writing by the Surety that such action is no longer necessary. 7.2.3 Retainage. At any time the Owner finds that satisfactory progress is not being made it may in addition to the amounts withheld under Article 7.2.1 above retain a maximum amount equal to ten percent (10%) of the total amount earned on all subsequent progress payments. This retainage may be released at such time as the Owner finds that satisfactory progress is being made. 7.2.4 Upon Substantial Completion of the entire Work or, if applicable, any portion of the Work, pursuant to Section 6.6 of the General Conditions of Contract, Owner shall release to Design-Builder all retained amounts relating, as applicable, to the entire Work or completed portion of the Work, less an amount equal to the reasonable value of all remaining or incomplete items of Work as noted in the Certificate of Substantial Completion.

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23

7.3 Final Payment. Design-Builder shall submit its Final Application for Payment to Owner in accordance with Section 6.7 of the General Conditions of Contract. Owner shall make payment on Design-Builder’s properly submitted and accurate Final Application for Payment within thirty (30) days after Owner’s receipt of the Final Application for Payment, provided that Design-Builder has satisfied the requirements for final payment set forth in Section 6.7.2 of the General Conditions of Contract. 7.4 Interest. Payments due and unpaid by Owner to Design-Builder, whether progress payments or final payment, shall bear interest in accordance with the provisions of AS 36.90.200(a). 7.5 Record Keeping and Finance Controls. With respect to changes in the Work performed on a cost basis by Design-Builder pursuant to the Contract Documents, Design-Builder shall keep full and detailed accounts and exercise such controls as may be necessary for proper financial management, using accounting and control systems in accordance with generally accepted accounting principles and as may be provided in the Contract Documents. During the performance of the Work and for a period of five (5) years after Final Payment, or longer as required by applicable laws, Owner and Owner’s accountants shall be afforded access from time to time, upon reasonable notice, to Design-Builder’s records, books, correspondence, receipts, subcontracts, purchase orders, vouchers, memoranda and other data relating to changes in the Work performed on a cost basis in accordance with the Contract Documents, all of which Design-Builder shall preserve for a period of five (5) years after Final Payment.

Article 8 Reserved Article 9 Representatives of the Parties 9.1

Owner’s Representatives

9.1.1 Owner designates the individual listed below as its Contracting Officer which individual has authority and responsibility for avoiding and resolving disputes under Section 10.1 of the General Conditions of Contract: Antonio Shumate Purchasing Agent CITY OF FAIRBANKS 800 Cushman Street Fairbanks, Alaska 99701

9.1.2 Owner designates the individual listed below as its Owner’s Representative, which individual has the authority and responsibility set forth in Section 3.4 of the General Conditions of Contract:

Patrick Smith Project Manager CITY OF FAIRBANKS 800 Cushman Street Fairbanks, Alaska 99701

9.2

Design-Builder’s Representatives

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 9.2.1 Design-Builder designates the individual listed below as its Design-Builder’s Representative, which individual has authority and responsibility set forth in Section 2.1.1 of the General Conditions of Contract: (Identify individual’s name, title, address and telephone numbers)

Article 10 Bonds and Insurance 10.1 Insurance. Design-Builder shall procure in accordance with Article 5 of the General Conditions of Contract the following insurance coverages: 10.1.1 Coverages and Limits. The insurance shall provide the minimum coverages and limits set forth below. Owner does not warrant or represent that such coverages and limits are appropriate or adequate to protect the Design-Builder. Providing coverage in these stated minimum limits shall not be construed to relieve the Design-Builder from liability in excess of such limits. All deductibles must be disclosed and are subject to approval by the Owner. The cost of any claim payments falling within the deductible shall be the sole responsibility of the Design-Builder. 10.1.1.1 CGL. A policy of Commercial General Liability Insurance, written on an insurance industry standard occurrence form: (CG 00 01) or equivalent, including all the usual coverage known as: (i) Per project aggregate endorsement (CG2503) (ii) Premises/Operations Liability (iii) Products/Completed Operations – for a period of one year following Final Acceptance. (iv) Personal/Advertising Injury (v) Contractual Liability (vi) Independent Contractors Liability (vii) Stop Gap or Employers Contingent Liability (viii) Fire Damage Legal

10.1.1.2

Builders’ Risk. Not Used.

10.1.1.3 Other Coverages. Other additional coverages that may be required will be listed in the General Conditions. 10.1.1.4 (i)

(ii)

(iii)

10.1.1.5 (i)

Limits. Such policy(ies) must provide the following minimum limits: Bodily Injury and Property Damage: (a) $ 2,000,000 General Aggregate (b) $ 2,000,000 Products & Completed Operations Aggregate (c) $ 1,000,000 Personal & Advertising Injury (d) $ 1,000,000 Each Occurrence (e) $ 100,000 Fire Damage Stop Gap Employers Liability: (a) $ 1,000,000 Each Accident (b) $ 1,000,000 Disease - Policy Limit (c) $ 1,000,000 Disease - Each Employee Automobile. Commercial Automobile Liability: as specified by Insurance Services Office, form number CA 0001, Symbol 1 (any auto), with an MCS 90 endorsement and a CA 9948 endorsement attached if “pollutants” as defined in exclusion 11 of the commercial auto policy are to be transported. Such policy(ies) must provide coverage with a combined single limit of not less than $1,000,000 for each accident.

The City of Fairbanks shall be named as an “Additional Insured” under all liability coverages listed above.

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 (ii) (iii) (iv)

Under the Builders’ Risk Policy, subcontractors shall also be listed as “Additional Insured”. All policies shall include a Waiver of Subrogation provision. Except for Workers’ Compensation and Employer’s Liability, all policies shall indicate that the Design-Builder’s insurance shall be primary to the Owner’s insurance and selfinsurance.

10.1.1.6 Worker’s Compensation. A policy of Worker’s Compensation, as required by AS 23.30.045. As respects Workers’ Compensation insurance in the State of Alaska, Design-Builder shall secure its liability for industrial injury to its employees in accordance with the provisions of AS 23.30.045. If Design-Builder is qualified as a self-insurer in accordance with AS 23.30.045, Design-Builder shall so certify by letter signed by a corporate officer indicating that it is a qualified self insured, and setting forth the limits of any policy of excess insurance covering its employees. (v)

The Design-Builder shall be responsible for Workers' Compensation Insurance for any Subcontractor who provides services under this Contract, to include: (a) Waiver of subrogation against the State and Employer's Liability Protection in the amount of $500,000 per person/ $500,000 per occurrence; (b) If the Design-Builder directly utilizes labor outside of the State of Alaska in the prosecution of the Work, "Other States" endorsement shall be required as a Condition of the Contract. (c) Whenever the work involves activity on or about navigable waters, the Workers' Compensation policy shall contain a United States Longshoreman’s and Harbor Worker’s Act endorsement, and when appropriate, a Maritime Employer’s Liability (Jones Act) endorsement with a minimum limit of $1,000,000.

10.2 Bonds and Other Performance Security. Design-Builder shall provide the following performance bond and labor and material payment bond or other performance security: (Insert the amount of bonds and any other conditions of the bonds or other security)

10.2.1 Performance and Payment Bond. The Design-Builder shall provide performance and payment bonds each in the amount of 100 percent of the contract price in the form provided in the RFP documents. These bonds shall serve as security for the faithful performance of the work and as security for the faithful payment and satisfaction of the persons furnishing materials and performing labor on the work. The bonds shall be issued by a corporation duly and legally licensed to transact surety business in the State of Alaska. Such bonds shall remain in force throughout the period required to complete the work, and thereafter for a period of 365 calendar days after Final Payment. The bonds must be executed by a duly licensed surety company, which is listed in the latest Circular 570 of the United States Treasury Department, as being acceptable as surety on federal bonds. No surety's liability on the bonds shall exceed the underwriting limitations for the respective surety specified in Circular 570. The scope of the bonds or the form thereof prescribed in these Contract Documents shall in no way affect or alter the liabilities of the Design-Builder to the Owner as set forth herein.

Article 11 Other Provisions 11.1

Other provisions, if any, are as follows:

(Insert any additional provisions)

11.2 Information and Services from Others. The Owner may, at its election or in response to a request from the Design-Builder, furnish information or services from other contractors. If, in the DesignBuilder’s opinion, such information or services is inadequate, the Design-Builder must notify the Owner of the specific service or material deemed inadequate and the extent of the inadequacy prior to use in the

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 performance of this Agreement. The Owner will then evaluate and resolve the matter in writing. Unless so notified by the Design-Builder, the Owner may assume the information or services provided are adequate. 11.3

Equal Employment Opportunity.

11.3.1 The Design-Builder shall comply with the following applicable laws and directives and regulations of the Owner which effectuate them; all of which are incorporated herein by reference: Title IV of Federal Civil Rights Act of 1964; Federal Executive Order 11625 (Equal Employment Opportunity); Title 41, Code of Federal Regulations, Part 60 (Equal Employment Opportunity); Title 49 Code of Federal Regulations, Part 21 (Discrimination); Alaska Statute (AS) 18.80.200-300 (Discrimination). 11.3.2 The Design-Builder may not discriminate against any employee or applicant for employment because of race, religion, color, national origin, age, physical disability, sex, or marital status, change in marital status, pregnancy or parenthood when the reasonable demands of the position do not require distinction on such basis. The Design-Builder shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, religion, color, national origin, age, physical disability, sex, or marital status. This action must include, but need not be limited to, the following: employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training including apprenticeship. The Design-Builder shall post in conspicuous places, available employees and applicants for employment, notices setting out the provisions of this paragraph. 11.3.3 The Design-Builder shall state, in all solicitations or advertisements for employees to work in performance of this Agreement, that it is an equal opportunity employer and that all qualified applicants will receive consideration for employment without regard to race, religion, color, national origin, age, physical disability, sex, or marital status. 11.3.4 In the event the Design-Builder subcontracts any part of the services to be performed under this Agreement, the Design-Builder agrees to make good faith efforts to utilize Disadvantaged Business Enterprises, to affirmatively solicit their interest, capability and prices and to furnish documentation of the results of all such direct contacts on forms provided by or acceptable to the Owner. 11.3.5 The Design-Builder shall make, keep and preserve such records necessary to determine compliance with equal employment opportunity obligations and shall furnish required information and reports. All records must be retained and made available in accordance with Article A9, Audits and Records. 11.3.6 The Design-Builder shall include the provisions of this article in every contract, and shall require the inclusion of these obligations in every contract entered into by any of its Subcontractors, so that these obligations will be binding upon each Subcontractor. 11.4 Owner Inspections. The Owner has the right to inspect, in the manner and at reasonable times it considers appropriate during the period of this Agreement, all facilities and activities of the DesignBuilder as may be engaged in the performance of this Agreement. 11.5 Officials Not to Benefit. No member of or delegate to Congress, United States Commissioner or other officials of the Federal, State, Political subdivision or Local Government shall be admitted to any share or part of this Agreement or any benefit to arise therefrom. 11.6

Independent Contractor

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23

11.6.1 The Design-Builder and its agents and employees shall act in an independent capacity and not as officers or agents of the Owner in the performance of this Agreement except that the Design-Builder may function as the Owner’s agent as may be specifically set forth in this Agreement. 11.6.2 Any and all employees of the Design-Builder, while engaged in the performance of any work or services required by the Design-Builder under this Agreement, shall be considered employees of the Design-Builder only and not of the Owner and any and all Claims that may or might arise under the Worker's Compensation Act on behalf of said employees, while so engaged and any and all Claims made by a third party as a consequence of any negligent act or omission on the part of the Design-Builder's employees, while so engaged on any of the services to be rendered herein, shall be the sole obligation and responsibility of the Design-Builder. 11.6.3 This Agreement will be declared null and void should the Owner determine that by Internal Revenue Service definitions the Design-Builder is an employee of the Owner. 11.7 Proselytizing. The Design-Builder agrees that it will not engage on a full or part time basis, during the period of this Agreement, any person or persons who are or have been employed by the Owner during the period of this Agreement or during the 90 days immediately preceding the date of this Agreement except those who have been regularly retired or approved in writing by the Owner. 11.8

Covenant Against Contingent Fees

11.8.1 The Design-Builder shall comply with the Copeland "Anti-Kickback" Act (18 USC 874) as supplemented in Federal Department of Labor regulations (29 CFR, part 3), which are incorporated by reference and made a part of this Agreement. 11.8.2 The Design-Builder warrants that it has not employed or retained any organization or person, other than a bona fide employee, to solicit or secure this Agreement and that it has not paid or agreed to pay any organization or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, the Owner has the right to annul this Agreement without liability or, in its discretion, to deduct from the allowable compensation the full amount of such commission, percentage, brokerage or contingent fee. 11.8.3 The Owner warrants that the Design-Builder or the Design-Builder's representative has not been required, directly or indirectly as an express or implied condition in obtaining or carrying out this Agreement, to employ or retain, or agree to employ or retain, any organization or person or to make a contribution, donation or consideration of any kind. 11.9

Extent of Agreement

11.9.1 This Agreement including appendices represents the entire and integrated Agreement between the Owner and the Design-Builder and supersedes all prior negotiations, representations or Agreements, written or oral. 11.9.2 Nothing contained herein may be deemed to create any direct contractual relationship between the Owner and any Subcontractors or material suppliers; nor may anything contained herein be deemed to give any third party Claim or right of action against the Owner or the Design-Builder which does not otherwise exist without this Agreement. 11.9.3 This Agreement may be changed only by written Amendment executed by both the Owner and the Design-Builder. 11.9.4 All communications that affect this Agreement must be made or confirmed in writing and must be sent to the addresses designated in this Agreement.

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23

11.9.5 The Design-Builder on receiving final payment will execute a release, if required, in full of all Claims against the Owner arising out of or by reason of the services and work products furnished and under this Agreement. In executing this Agreement, Owner and Design-Builder each individually represents that it has the necessary financial resources to fulfill its obligations under this Agreement, and each has the necessary corporate approvals to execute this Agreement, and perform the services described herein.

OWNER:

DESIGN-BUILDER:

CITY OF FAIRBANKS

(Name of Design-Builder)

(Signature)

(Signature)

JERRY CLEWORTH

(Printed Name)

MAYOR (Title)

(Title)

Date:

Date:

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23

SECTION 4

General Conditions of Contract Between Owner and Design-Builder This document has important legal consequences. Consultation with an attorney is recommended with respect to its completion or modification.

Table of Contents Article 1:

General ................................................................................................................................... 2

Article 2:

Design-Builder’s Services and Responsibilities ..................................................................... 2

Article 3:

Owner’s Services and Responsibilities .................................................................................. 3

Article 4:

Not Used ..................................................................................................................................

Article 5:

Insurance and Bonds ............................................................................................................. 4

Article 6:

Payment ................................................................................................................................. 4

Article 7:

Indemnification ....................................................................................................................... 5

Article 8:

Time........................................................................................................................................ 5

Article 9:

Changes to the Contract Price and Time ............................................................................... 5

Article 10: Contract Adjustments and Disputes ....................................................................................... 6 Article 11: Stop Work & Terminate for Cause ......................................................................................... 6 Article 12: Miscellaneous ......................................................................................................................... 6

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 Article 1 General 1.1

Mutual Obligations

1.1.1 Owner and Design-Builder commit at all times to cooperate fully with each other, and proceed on the basis of trust and good faith, to permit each party to realize the benefits afforded under the Contract Documents.

Article 2 Design-Builder’s Services and Responsibilities 2.1

General Services

2.1.1 Design-Builder’s Representative shall be reasonably available to Owner and shall have the necessary expertise and experience required to supervise the Work. Design-Builder’s Representative shall communicate regularly with Owner and shall be vested with the authority to act on behalf of Design-Builder. Design-Builder’s Representative may be replaced only with the written mutual agreement of Owner and DesignBuilder.

2.4.1 Design-Builder and Owner shall, consistent with any applicable provision of the Contract Documents, agree upon any interim design submissions that Owner may wish to review, which interim design submissions may include design criteria, drawings, diagrams and specifications setting forth the Project requirements. On or about the time of the scheduled submissions, Design-Builder and Owner shall meet and confer about the submissions. 2.4.2 Design-Builder shall submit to Owner Construction Documents setting forth in detail drawings and specifications describing the requirements for construction of the Work. . Design-Builder shall proceed with construction in accordance with the approved Construction Documents. 2.5

2.5.1 Design-Builder shall perform the Work in accordance with all Regulatory Requirements and shall provide all notices applicable to the Work as required by the Regulatory Requirements. 2.6

2.2

Regulatory Requirements

Government Approvals and Permits

Design Professional Services

2.2.1 Design-Builder shall, consistent with applicable state licensing laws, provide through qualified, licensed design professionals employed by Design-Builder, or procured from qualified, independent licensed Design Consultants, the necessary design services, including architectural, engineering and other design professional services, for the preparation of the required drawings, specifications and other design submittals to permit Design-Builder to complete the Work consistent with the Contract Documents.

2.6.1 Design-Builder shall obtain and pay for all necessary building and occupancy permits, approvals, licenses, government charges and inspection fees required for the prosecution of the Work by any government or quasi-government entity having jurisdiction over the Project.

2.7

Design-Builder’s Construction Phase Services

2.3.1 The standard of care for all design professional and construction services performed to execute the Work shall be equal to the best examples of quality under similar conditions in the locality of the Project.

2.7.1 Unless otherwise provided in the Contract Documents to be the responsibility of Owner or a separate contractor under contract directly to Owner, Design-Builder shall provide through itself or Subcontractors the necessary quality control, supervision, labor, inspection, testing, start-up, material, equipment, machinery, temporary facilities to permit Design-Builder to complete construction of the Project consistent with the Contract Documents.

2.4

2.7.2 Design-Builder shall perform all construction activities efficiently and with the requisite expertise, skill and competence to satisfy

2.3

Standard of Care for Design Professional & Construction Services

Design Development Services Page 2 of 6

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 the requirements of the Contract Documents. Design-Builder shall at all times exercise complete and exclusive control over the means, methods, sequences and techniques of construction. 2.7.3 Design-Builder shall keep the Site free from debris, trash and construction wastes on a daily basis, and without interfering with the use of adjacent areas. 2.8

Design-Builder’s Responsibility for Project Safety

2.8.1 As between Owner and Design-Builder, safety and safety regulations related to activities of Design-Builder and its subcontractors are the exclusive responsibility of the Design-Builder. 2.9

2.10.2 Design-Builder shall, within seven (7) days of receipt of written notice from Owner that the Work is not in conformance with the Contract Documents, take meaningful steps to commence, and diligently and continuously prosecute correction of such nonconforming Work. 2.10.3 Protection of the Work 1. Design Builder is responsible for protecting the Work from all causes not arising from the Owner’s negligence, through time of Substantial completion, promptly correcting any loss or damage to the Work without cost to the Owner.

Design-Builder’s Warranty

2.9.1 Design-Builder warrants to Owner that the construction, including all materials and equipment furnished as part of the construction, shall be new unless otherwise specified in the Contract Documents, of good quality, in conformance with the Contract Documents, fit for their intended purpose, and free of defects in materials and workmanship. 1.

3.

2.10

2.10.1 Design-Builder agrees to correct any Work that is found to not be in conformance with the Contract Documents, including that part of the Work within a period of two years from the date of Substantial Completion of the Work or any portion of the Work.

Qualifications: Design-Builder warrants to the Owner that it and its subcontractors, suppliers, materials men, and manufacturers have specialized knowledge and expertise of the Work described in the Contract Documents, including, but not limited to, design, installation, construction details, methods, procedures, and techniques necessary to provide the specified Work at specific locations in the Project in accordance with the Contract Documents. "Manufacturer's Standard Warranties and Guarantees": "Manufacturer's Standard Warranties and Guarantees" shall mean "those warranties and guarantees normally furnished by a manufacturer, wholesaler, seller, or reseller to the consumer, without payment of additional charges, surcharges or premiums by the purchaser".

Correction of Defective Work Page 3 of 6

Article 3 Owner’s Services and Responsibilities 3.1

Duty to Cooperate

3.1.1 Owner shall, throughout the performance of the Work, exercise due diligence to cooperate with Design-Builder and perform its responsibilities, obligations and services in a timely manner to facilitate Design-Builder’s timely and efficient performance of the Work and so as not to delay or interfere with Design-Builder’s performance of its obligations under the Contract Documents. 3.2

Owner’s Representative

3.2.1 Owner’s Representative shall be responsible for providing Owner-supplied information and approvals in a timely manner to permit Design-Builder to fulfill its obligations under the Contract Documents.

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 and materials are protected by suitable insurance and (iii) upon payment, owner will receive the equipment and materials free and clear of all liens and encumbrances.

Article 5 Insurance and Bonds 5.1

Design-Builder’s Insurance Requirements

5.1.1

As set forth in the Agreement

5.2 Bonds and Other Performance Security – See Section 4 of the RFP. 5.2.1 If Owner requires Design-Builder to obtain performance and labor and material payment bonds, or other forms of performance security, the amount, form and other conditions of such security shall be as set forth in the Agreement.

Article 6 Payment 6.1

Schedule of Values and Cash Flow Projections

6.1.1 For any Work exceeding sixty days of scheduled performance, within ten (10) days of execution of the Agreement, Design-Builder shall submit for Owner’s review and approval a schedule of values and cash flow projections for all of the Work. The Schedule of Values will (i) subdivide the Work into its respective parts, (ii) include values for all items comprising the Work and (iii) serve as the basis for monthly progress payments made to Design-Builder throughout the Work. 6.2

Monthly Progress Payments

6.2.1 On or before the date established in the Agreement, Design-Builder shall submit for Owner’s review and approval its Application for Payment requesting payment for all Work performed as of the date of the Application for Payment. The Application for Payment shall be accompanied by all supporting documentation required by the Contract Documents. 6.2.2

The Application for Payment may request payment for equipment and materials not yet incorporated into the Project, provided that (i) Owner is satisfied that the equipment and materials are suitably stored at either the Site or another acceptable location, (ii) the equipment Page 4 of 6

6.2.3 The Application for Payment shall constitute Design-Builder’s representation that the Work has been performed consistent with the Contract Documents, has progressed to the point indicated in the Application for Payment, and that title to all Work will pass to Owner free and clear of all claims, liens, encumbrances, and security interests. 6.3

Design-Builder’s Payment Obligations

6.3.1 Design-Builder shall pay Design Consultants and Subcontractors, in accordance with its contractual obligations to such parties, all the amounts Design-Builder has received from Owner on account of their work. Design-Builder will indemnify and defend Owner against any claims for payment and mechanic’s liens as set forth in Section 7.3 hereof. 6.3.2 Design-Builder shall comply with AS 36.30.200-290 as applicable to contracts between a prime contractor and a subcontractor. 6.4

Substantial Completion

6.4.1 Prior to requesting verification for certification of Substantial Completion for either the entire Work or part of it, Design-Builder shall list all known exceptions in the progress payment request, show either 100% completion for the portion of the Work claimed as "substantially complete", or list incomplete items, value of incompletion. 6.4.2 Upon receipt of Design-Builder's request for Substantial Completion verification, the Owner will either proceed with verification or advise the Design-Builder of any prerequisites or punch-list items not fulfilled. 6.4.3 Upon Substantial Completion of the entire Work or, if applicable, any portion of the Work, Owner shall release to Design-Builder all retained amounts relating, as applicable, to the entire Work or completed portion of the Work, less an amount equal to twice the reasonable value of all remaining or incomplete items of Work as noted in the Certificate of Substantial Completion.

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 Article 8 6.5

Final Payment

Time

6.5.1 After receipt of a Final Application for Payment from Design-Builder, Owner shall make final payment by the time required in the Agreement, provided that Design-Builder has completed all of the Work in conformance with the Contract Documents. 6.5.2 At the time of submission of its Final Application for Payment, Design-Builder shall provide the following information: .1

an affidavit that there are no claims, obligations or liens outstanding or unsatisfied for labor, services, material, equipment, taxes or other items performed, furnished or incurred for or in connection with the Work which will in any way affect Owner’s interests;

.2

consent of Design-Builder’s surety, if any, to final payment;

.3

all operating manuals, warranties and other deliverables required by the Contract Documents.

6.5.3 Upon making final payment, Owner waives all claims against Design-Builder except claims relating to (i) Design-Builder’s failure to satisfy its payment obligations, if such failure affects Owner’s interests, (ii) Design-Builder’s failure to complete the Work consistent with the Contract Documents, including defects appearing after Substantial Completion and (iii) the terms of any special warranties required by the Contract Documents.

8.1

Obligation to Achieve the Contract Times

8.1.1 Design-Builder agrees that it will commence performance of the Work and achieve the Contract Time(s) in accordance the Agreement. 8.2

Delays to the Work

8.2.1 If Design-Builder is delayed in the performance of the Work due to acts, omissions, conditions, events, or circumstances beyond its control and due to no fault of its own or those for whom Design-Builder is responsible, and such delay(s) can be shown to extend the time necessary to achieve Substantial Completion, the Contract Time(s) for performance shall be reasonably extended by Change Order. 8.2.2 In addition to Design-Builder’s right to a time extension for those events set forth in Section 8.2.1 above, Design-Builder shall also be entitled to an appropriate adjustment of the Contract Price provided, however, that the Contract Price shall not be adjusted for those events set forth in Section 8.2.1 above that are beyond the control of both Design-Builder and Owner.

Article 9 Changes to the Contract Price and Time 9.1

Change Orders

9.1.1 A Change Order is a written instrument issued after execution of the Agreement signed by Owner and Design-Builder, stating their agreement upon all of the following:

Article 7 Indemnification 7.1 The Design-Builder shall indemnify, hold harmless, and defend the Owner from and against any claim of, or liability arising out of negligent acts, errors or omissions of the Design-Builder under this Agreement.

.1

The scope of the change in the Work;

.2

The amount of the adjustment to the Contract Price; and The extent of the adjustment to the Contract Time(s).

.3

9.1.2 All changes in the Work authorized by applicable Change Order shall be performed Page 5 of 6

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 under the applicable conditions of the Contract Documents. Owner and Design-Builder shall negotiate in good faith and as expeditiously as possible the appropriate adjustments for such changes. 9.1.3 If Owner proposes a change in the Work from Design-Builder and subsequently elects not to proceed with the change, a Change Order shall be issued to reimburse Design-Builder for reasonable costs incurred for estimating services, design services and services involved in the preparation of proposed revisions to the Contract Documents. 9.1.4 If Owner proposes a Change Order to which the Design-Builder does not agree, Owner may elect to require Design-Builder to perform the Change Order. 9.2

Work Change Directives

9.2.1 A Work Change Directive is a written order prepared and signed by Owner, directing a change in the Work prior to agreement on an adjustment in the Contract Price and/or the Contract Time(s). 9.3

Contract Price Adjustments

9.3.1 The increase or decrease in Contract Price resulting from a change in the Work shall be determined by one or more of the following methods: .1

.2

.3

Unit prices set forth in the Agreement or as subsequently agreed to between the parties; A mutually accepted, lump sum, properly itemized and supported by sufficient substantiating data to permit evaluation by Owner; Costs, fees and any other markups set forth in the Agreement; and

Page 6 of 6

Article 10 Contract Adjustments and Disputes 10.1

Claims And Disputes

10.1.2 Claims and Disputes, if any, shall be handled in accordance with the City of Fairbanks Code of Ordinances, Section 54-293

Article 11 Stop Work and Terminate for Cause 11.1

Owner’s Right to Stop Work

11.1.1 Owner or any government having jurisdiction may, without cause and for its convenience, order Design-Builder in writing to stop and suspend the Work. Such suspension shall not exceed sixty (60) consecutive days or aggregate more than ninety (90) days during the duration of the Project. 11.1.2 Design-Builder is entitled to seek an adjustment of the Contract Price and/or Contract Time(s) if its cost or time to perform the Work has been adversely impacted by any suspension of work by Owner or any government having jurisdiction, unless the cause of the suspension of work is the failure of the Design-Builder, or a person for whom Design-Builder is responsible.

Article 12 Miscellaneous 12.1 Amendments: The Contract Documents may not be changed, altered, or amended in any way except in writing signed by a duly authorized representative of each party.

SECTION 5 PAYMENT AND PERFORMANCE BONDS & CONTRACT FORMS / CERTIFICATES

INDEX 1. Bonds and Certificates, General ........................................................................ 2. Bid Bond ………………………………………………………………………………. 3. Performance Bond ............................................................................................. 4. Payment Bond .................................................................................................... 5. Contractor’s Affidavit of Payment ....................................................................... 6. Consent of Surety Company .............................................................................. 7. Department of Labor Clearance ......................................................................... 8. Certificate of Substantial Completion ................................................................. 9. Release on Contract...........................................................................................

SECTION 5 Bonds & Certifications

BONDS AND CERTIFICATES CONTRACT FORMS A,

Bid Bond will be required (1) Ten percent of the amount of the bid if the bid does not exceed $100,000.00; or (2) Ten percent of the first $100,000.00 and five percent of the amount of the bid over $100,000.00 if the bid exceeds $100,000.00 up to a maximum of $200,000.00 in security. (3) When the invitation for bid requires security, the purchasing agent shall reject a bid that does not substantially comply with the bid security requirement. (Code 1960, § 13.210)

B.

Performance Bond will be required on this Project in the amount of one-hundred percent (100%) of the Contract Price. A sample bond form is attached herein.

C.

Payment Bond will be required on this Project in the amount of one-hundred percent (100%) of the Contract Price. A sample bond form is attached herein.

D.

Other required certificates are as provided in this section.

SECTION 5 Bonds and Certifications

BID BOND

KNOW

THE

MEN

BY

THESE

PRESENTS,

that

we,

the

undersigned,

____________________________________________________________________ as Principal, and ______________________________________ as Surety, are hereby held and firmly bound onto the City of Fairbanks as Owner in the penal sum of _____________________ for the payment of which, well and truly to be made, we hereby jointly and severally, bind ourselves, our heirs, executors, administrators, successors, and assigns.

The condition of the above obligation is such that whereas the Principal has submitted to the Owner a certain Proposal, attached hereto and hereby made a part hereof, to enter into a contract in writing for the design and construction of the City Hall CAT-6 CABLING PROJECT in response to the Owner’s Request for Proposals (RFP-12-23), dated May 24, 2012. NOW, THEREFORE, (a) If said Proposal shall be rejected, or in the alternate, (b) If said Proposal shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Proposal, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall in no event exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bonds shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Proposal, and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, The Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by the proper officers, the day and year set forth below.

Signed this ___day of ___________________, 2012 ___________________________________________(L.S.) Principal ___________________________________________ Surety By:________________________________________ SEAL

SECTION 5 Bonds and Certifications

PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That we, ., a Corporation and hereinafter called “Principal” and (3) of_________________________________________, State of ______________________, hereinafter called “Surety” are held and firmly bound on to the City of Fairbanks, hereinafter called “Owner”, in the penal sum of ___________________________________ Dollars ($____________________) in lawful money of the United States, for the payment of which sum well and truly to be made, as we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Owner, dated the______ day of ________________, 2012, a copy of which is hereto attached and made a part hereof for the construction of the City Hall CAT-6 CABLING PROJECT in response to the Owner’s Request for Proposals (RFP), dated May 24, 2012. NOW THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings covenants, terms conditions, and Construction Services Contracts of said contract during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the Work to be performed there under or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Construction Manager at Risk Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this the_________ day of ______________________, 2012.

ATTEST: Principal By (Principal) Secretary (SEAL)

(Address)

Witness as to Principal

(Address)

SECTION 5 Bonds and Certifications

Surety

(4)

ATTEST:

(Surety) Secretary

Attorney-in-Fact

(SEAL)

(Address)

Witness as to Surety

Address

NOTE:

Date of Bond must not be prior to date of Contract. (1) Correct name of Design-Build Contractor (2) A Corporation, a Partnership, or an Individual, as case may be (3) Correct name of Surety (4) If Design-Builder is Partnership, all partners should execute bond.

SECTION 5 Bonds and Certifications

PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: That we, ,a Corporation, and hereinafter called “Principal” and (3) __________________________ of_________________________________________, State of ______________________ hereinafter called “Surety” are held and firmly bound on to the City of Fairbanks, hereinafter called “Owner”, in the penal sum of ___________________________________ Dollars ($____________________) in lawful money of the United States, for the payment of which sum well and truly to be made, as we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Owner, dated the______ day of ________________, 2012, a copy of which is hereto attached and made a part hereof for construction of the City Hall CAT-6 CABLING PROJECT in response to the Owner’s Request for Design-Build Proposals (RFP), dated May 24, 2012. NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms, subcontractors, and corporations providing professional design services, furnishing materials for or performing labor in the prosecution of the Work provided for in such contract, and any authorization extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the Work to be performed there under or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in two (2) counterparts, each one of which shall be deemed an original, this the_________ day of ______________________, 2012.

ATTEST: Principal By (Principal) Secretary (SEAL)

(Address)

Witness as to Principal

(Address)

Surety

ATTEST:

(Surety) Secretary

SECTION 5 Bonds and Certifications

Attorney-in-Fact

(4)

(SEAL)

(Address)

Witness as to Surety

Address

NOTE:

Date of Bond must not be prior to date of Contract. (1) Correct name of Design-Build Contractor (2) A Corporation, a Partnership, or an Individual, as case may be (3) Correct name of Surety (4) If Design-Builder is Partnership, all partners should execute bond.

SECTION 5 Bonds and Certifications

CERTIFICATE OF COMPLIANCE No final payment shall be made for the City Hall City Hall CAT-6 CABLING PROJECT until the Contractor has filed with the Owner, prior to acceptance of the Work, a notarized Certificate of Compliance in the following form:

The Contractor does hereby certify that all work has been performed and materials supplied in accordance with the Drawings, Specifications and Contract Documents for the above work, and that: No less than the prevailing rates of wages as ascertained by the governing body of the Contracting Agency has been paid to laborers, workmen and mechanics employed in the Work There have been no unauthorized substitutions of Subcontractors; nor have any subcontracts been entered into without prior notice having been submitted to the Owner prior to the start of such subcontracted work. All claims for material and labor and other paid services performed in connection with these specifications have been paid.

All monies due to regulatory agencies of jurisdiction such as may be legally due have been paid.

IN WITNESS WHEREOF, the undersigned has signed and sealed this Certificate of Compliance this Day of

2012.

Contracting Firm

By: (signature)

Title:

CORPORATE SEAL

ACKNOWLEDGMENT State of Alaska Judicial District

) )ss )

Subscribed and sworn to before me this

day of

NOTARY PUBLIC: Commission Expires:

SECTION 4 Contract Forms—Certificate of Compliance Page 1

2012

CONTRACTORS AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS Project Name: City Hall CAT-6 CABLING PROJECT

Contract No. RFP-12-23

Contractor:

Contract Date Date Issued May 24, 2012

Owner City of Fairbanks 800 Cushman Street Fairbanks, Alaska, 99701 WHEREAS, by the terms of the referenced contract entered in to for construction of the above mentioned Project, the undersigned, pursuant to the General Conditions of the Contract for the construction hereby certifies that, except as listed below, has paid in full or has otherwise satisfied all obligations for all materials and equipment furnished, for all work, labor, and services performed, and for all known indebtedness and claims against the Contractor for damages arising in any manner in connection with the performance of the Contract referenced above for which the Owner the Owner’s property may in any way be held responsible.

EXCEPTIONS (if any):

ACKNOWLEDGMENT State of Alaska Judicial District

) )ss )

Subscribed and sworn to before me this

day of

NOTARY PUBLIC: Commission Expires:

SECTION 4 Contract Forms—Contractor’s Affidavit Page 1

2012

CONSENT OF SURETY COMPANY TO FINAL PAYMENT Project Name: City Hall CAT-6 CABLING PROJECT

Contract No. RFP-12-23

Contractor:

Contract Date Date Issued: May 24, 2012

Owner City of Fairbanks 800 Cushman Street Fairbanks, Alaska 99701

In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above:

(Surety Company)

On bond of

(Contractor)

hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to the City of Fairbanks, Owner, as set forth in said Surety Company’s bond. Surety expressly agrees that any and all valid claims of subcontractors and all persons supplying labor or materials to the project will be satisfied by Contractor or Surety in a the most timely manner practical.

IN WITNESS WHEREOF, the Surety Company has hereunto set its hand and seal this Day of

Name of Surety Company

Attest: Signature of Authorized Representative

Title SECTION 4 Contract Forms—Consent of Surety Page 1

2012.

DEPARTMENT OF LABOR CLEARANCE FOR FINAL PAYMENT To:

State of Alaska Department of Labor Wage & Hour Division 675 7th Avenue Station J-1 Fairbanks, Alaska 99701

FROM:

We respectfully request a Department of Labor, Wage & Hour clearance on the following construction project Project Name: City Hall CAT-6 CABLING PROJECT

Contract No. RFP-12-23 Contract Date Date Issued: May 24, 2012

Owner: City of Fairbanks 800 Cushman Street Fairbanks, Alaska 99701

[

] Clearance is granted

[

] Clearance is denied for the following reasons:

Attest:

Date: (Signature of Authorized Department of Labor Representative)

Note to Contractor: This form must be completed and submitted with your Final Pay Request.

SECTION 4 Contract Forms Page 1

CERTIFICATE OF SUBSTANTIAL COMPLETION Project Name: City Hall CAT-6 CABLING PROJECT Contract No. RFP-12-23 Contractor:

Contract Date Date Issued: May 24, 2012

Owner: City of Fairbanks 800 Cushman Street Fairbanks, Alaska 99701

PERFORMANCE OF THE WORK The work performed under this contract has been reviewed and found to be substantially complete. The Date of Substantial Completion is hereby established as , 2012. Definition of Date of Substantial Completion: The date of substantial completion is the date certified by the Owner when the work is substantially complete in accordance with, and as defined in, the Contract Documents. A list of items to be completed or corrected, if any, prepared by the Owner, as verified and amended by the Architect is appended hereto as Exhibit A to Certificate of Substantial Completion. The failure to include any items or such list does not alter the responsibility of the Contractor to complete the project in accordance with the Contract Documents.

PROJECT MANAGER By: Title:

Date

The Contractor will complete or correct the work on the list of items appended hereto, if any, within 30 days from the date of substantial completion.

CONTRACTOR:

Date

Title: IN RELIANCE upon the certification of the Contractor and the Project Manager, the Owner hereby accepts the Project as Substantially Complete. In accordance with the Contract Documents, the Owner hereby elects to assume occupancy at a.m / p.m. on 2012.

OWNER: By: Title

SECTION 4 Contract Forms Page 2

City of Fairbanks Date

City Hall CAT-6 CABLING PROJECT CONTRACT RELEASE FORM PROJECT NUMBER: FB-12-23 CERTIFICATE OF RELEASE

FROM:

_____________________________________ (Name of Contractor)

TO:

CITY OF FAIRBANKS, ALASKA

RE:

Contract entered into on the ____ day of ___________________, 2012

with __________________________________________________________________ (Contractor) (Address) _________________________________________________________________for the construction of the City Hall CAT-6 CABLING PROJECT located in the City of Fairbanks, Alaska. KNOW ALL MEN BY THESE PRESENTS: A.

The undersigned hereby certifies there are no outstanding claims of laborers, materials men, subcontractors or other arising out of the performance of this contract, which might be asserted against the CITY OF FAIRBANKS and the undersigned agrees that, in the event of the assertion of any such claims against the CITY OF FAIRBANKS, the undersigned will indemnify and save harmless the CITY OF FAIRBANKS from any such claims.

B.

That the undersigned hereby acknowledges receipt from the CITY OF FAIRBANKS of all sums payable to the undersigned by the CITY OF FAIRBANKS under or pursuant to the above mentioned contract with the following exceptions: (List all exceptions here. If none, state NONE.)

C.

The undersigned further certifies and acknowledges the CITY OF FAIRBANKS has duly performed and fulfilled all the terms, provisions, and conditions on the part of the CITY OF FAIRBANKS to be performed or fulfilled under or pursuant to said contract, with the exceptions as noted above.

D.

The undersigned certifies the wage rates paid under this contract are in conformity with the contract provisions established for wage rates.

SECTION 4 Contract Forms Page 3

E.

The undersigned certifies all Federal, State or Local taxes incurred by the Contractor, Subcontractors, or other persons or persons in the performance of this contract and monies owed the City of Fairbanks by the Contractor have been paid in full.

F.

That the undersigned, except as regards to items listed in Paragraph "B" in consideration of value received, receipt whereof is hereby acknowledged, does hereby release the CITY OF FAIRBANKS from all claims arising under or by virtue of said contract.

IN WITNESS WHEREOF, the undersigned has signed and sealed this instrument this ____ day of __________, 2012.

________________________________________ Signature

____________________________________, being first duly sworn on oath, deposes (name) and says, that he/she is the _________________________________________ of the (title) ______________________________________________________________________ (name of company) second, that he has read the foregoing certificate by him / her subscribed as _______________________________ of the __________________________________ (title) (name of company) The matters and things stated herein are, to the best of his/her knowledge and belief, are true. Subscribed and sworn to before me on this _______ day of ______________, 2012.

___________________________________ Notary Public in and for the State of Alaska My Commission Expires: _________

SECTION 4 Contract Forms Page 4

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 SECTION 6 FIXED PRICE PROPOSAL FORM Place:

Fairbanks, Alaska

Date:

______________, 2012

Project:

City Hall CAT-6 CABLING PROJECT Design Build

Project No.:

RFP 12-14

Proposal of ___________________________________________________(hereinafter called the PROPOSER), a corporation, organized and existing under the laws of the State of ____________________, a partnership, or an individual doing business as ___________________________________________, to the City of Fairbank, Alaska (hereinafter called Owner). Gentlemen: A. The PROPOSER, in compliance with your Request for Design-Build Proposals (RFP) for the design and construction of the Project indicated above, having examined the RFP and the related documents and the site of the proposed work, and being familiar with all of the conditions surrounding the design and construction of the proposed project, including the availability of materials and labor, hereby proposes to furnish all professional design services, labor, materials, and supplies and to design and construct the Project in accordance with the Contract Documents, within the time set forth therein, and for the price stated below. B. The PROPOSER hereby agrees to commence work under the Contract on a date to be specified in the written Notice of Award of the Owner and to fully complete the Project within the time stipulated in the Contract Documents. The PROPOSER further agrees to pay all applicable liquidated damages in the sums as set forth in the Contract Documents. C. The PROPOSER acknowledges receipt of the following addenda: Addendum No. 1. dated _________

Addendum No. 2

dated _________

D. FIXED PRICE PROPOSAL AMOUNT BASE BID (567 Jacks & Associated): Dollars ($____________) (In words)

(In figures)

D1. FIXED PRICE PROPOSAL AMOUNT: ALTERNATE No. 1 (400 & Associated) Dollars ($____________) (In words)

(In figures)

D2. FIXED PRICE PROPOSAL AMOUNT: ALTERNATE No. 2 (167 & Associated) Dollars ($____________) (In words)

RFP

PROPOSAL FORM

(In figures)

2012

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23 E.

This proposal shall remain subject to acceptance for 60 days after the deadline of Receipt of Proposals indicated in the RFP Project Schedule. The acceptance date may only be extended by written consent of the Proposer.

F.

The PROPOSER understands that the Owner reserves the right to reject any or all Proposals and to waive any informalities in the solicitation. Within ten (10) days from date of written Notice of Intent to Award, the PROPOSER agrees to provide the required insurance, performance and payment bonds, and execute the formal Agreement Between Owner and Design-Builder. PROPOSER also agrees to provide a list of design consultants and known subcontractor names, addresses, specialty and copies of their Alaska business license and registration by 5:00 p.m. on the fifth (5th) working day following receipt of written identification as apparent successful PROPOSER. Design consultants and known subcontractors must possess appropriate licenses and registrations at time of Proposal receipt.

G. THIS PROJECT IS SUBJECT TO THE EQUAL EMPLOYMENT OPPORTUNITY (EEO) REQUIREMENTS OF EXECUTIVE ORDERS 11246 AND 11625. THE PROPOSER IS ADVISED THAT IN SIGNING THIS BID FORM HE IS MAKING CERTIFICATIONS REGARDING HIS EQUAL EMPLOYMENT OPPORTUNITY PRACTICES. H.

The PROPOSER certifies that it possesses the following valid license and registration and submits the corresponding numbers as evidence. The PROPOSER also agrees to provide copies of each within five working days of Owner's identification of PROPOSER as apparent successful PROPOSER. Alaska Business License No.:

__________________________________

Contractor Registration (AS 08.18) No:

__________________________________

Respectfully submitted, ___________________________________________ By: ________________________________________ Typed Name and Title: ___________________________________________ (Seal if bid by Corporation)

Date: ______________________________________ Mailing Address: Telephone: Fax:

END, Price Proposal Form

RFP

PROPOSAL FORM

2012

City Hall CAT-6 CABLING PROJECT City of Fairbanks Project No.: RFP 12-23

SECTION 7

State of Alaska, Department of Labor LABORER’S & MECHANICS MINIMUM RATES OF PAY Effective April 1, 2012 NOTE: Contractor shall obtain a complete copy of Pamphlet 600 for wage determinations, available on line at: http://labor.alaska.gov/lss/forms/pamp600-090110.pdf. It is the Contractors responsibility to submit “Notice of Work” to the Department, comply with Department regulations, and to file Certified Payroll, providing a copy to the City. The City will file “Notice of Award” with the Department.

SECTION 8 OWNER PROVIDED DRAWINGS Contractor Shall Field Verify

Section 8 Owner Drawings, Page 1 of 1

BASE BID

Dept

Room

occupant

existing  jacks  numbers

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

faceplate  last cable # comments

BASEMENT BASEMENT

cityhall

hallway

1

BASEMENT

cityhall

hallway

2

cables run from 0001 to 0999 in the basement existing, camera 1, north end ‐ move to correct location  1 on new patch panel existing, camera 2,south end ‐ move to correct location  2 on new patch panel

BASEMENT

cityhall

hallway

1

3

3 future wireless access point

BASEMENT

cityhall

hallway

1

4

4 future wireless access point

0

0

0

2

0

0

BASEMENT

FIRST FLOOR

cables run from 1001 to 1499 on 1st floor

FIRST FLOOR

cityhall

front hallway

FIRST FLOOR

City Clerk

City Clerk

Janey

1F11

FIRST FLOOR

City Clerk

ante room

table

1F12

FIRST FLOOR

City Clerk

records room

FIRST FLOOR

City Clerk

main office

FIRST FLOOR

City Clerk

FIRST FLOOR

existing camera 3 on front stairs ‐ needs cable # label ‐  1001 move to correct location on new patch panel

1

4

1002

1005 conduit up from basement is too small

1

4

1006

1009 reuse wiremold raceway, new box

1F13

1

4

1010

wiremold raceway too small, replace, new box, maybe  1013 back to back with new jack on north wall of main office

north wall

new

1

4

1014

main office

table

1F58

1

4

1018

1017 maybe back to back with 1F13 replacement? northeast corner, wiremold raceway too small, replace,  1021 new box

City Clerk

main office

Dany

1F50,1F51

1

1

2

1022

1023 existing wiremold raceway

FIRST FLOOR

City Clerk

main office

copier

1F52,1F53

1

1

1

2

1024

1025 existing wiremold raceway

FIRST FLOOR

City Clerk

main office

Tanya ‐ left

1F54,1F55

1

1

1

2

1026

1027 existing wiremold raceway

FIRST FLOOR

City Clerk

main office

Tanya ‐ right 1F56,1F57

2

1

1

2

1028

FIRST FLOOR

City Clerk

main office

ceiling

1030

1029 existing wiremold raceway existing ceiling camera 14 ‐ needs cable # label ‐ move  1030 to correct location on new patch panel

FIRST FLOOR

Cityhall

hallway

1031

existing camera 12 outside clerk's office ‐ needs cable #  1031 label ‐ move to correct location on new patch panel

FIRST FLOOR

Cityhall

hallway

1

1032

1032 future WAP ‐ hallway ceiling near Engineering

FIRST FLOOR

Engineering

reception next to door

new

1

4

1033

1036 copier/printer

FIRST FLOOR

Engineering

reception in corner

1F31

1

4

1037

1040 wiremold raceway too small, replace, new box

FIRST FLOOR

Engineering

reception desk

1F30

1

4

1041

1044 desk, wiremold raceway too small, replace, new box

FIRST FLOOR

Engineering

Conference

1F14

1

1

4

1045

1048 reuse wiremold raceway, new box

FIRST FLOOR

Engineering

Conference

1F15

1

1

4

1049

1052 reuse wiremold raceway, new box

FIRST FLOOR

Engineering

Conference

1F16

1

4

1053

1056 move between doors

City Hall Network upgrade v3 base bid.xlsx

1

1001

1

1

?

1

5/23/2012 4:39 PM

P 1 of 8

BASE BID

Dept

Room

occupant

existing  jacks  numbers

FIRST FLOOR

Engineering

office

Intern

1F17

FIRST FLOOR

Engineering

office

Helena

1F18A

FIRST FLOOR

Engineering

office

Bill

1F18

FIRST FLOOR

Engineering

office

Jerry

1F19

FIRST FLOOR

Engineering

office

Bob

FIRST FLOOR

Engineering

FIRST FLOOR

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

faceplate  last cable # comments

1

4

1057

1060 in the wall, new surface mount box

1

4

1061

1064 wiremold raceway too small, replace, new box

1

4

1065

1068 move to east side of office

1

1

4

1069

1072 reuse wiremold raceway, new box

1F20

1

1

4

1073

Records 2

1F21

1

1

4

1077

1076 reuse wiremold raceway, new box large office, east wall, reuse wiremold raceway, new  1080 box, need J hooks

Engineering

Records 2

new

1

4

1081

1084 large office, west wall

FIRST FLOOR

Engineering

Records 1

1F22

1

1

4

1085

1088 small office, reuse wiremold raceway, new box

FIRST FLOOR

Engineering

1F23

1

1

4

1089

1092 reuse wiremold raceway, new box, mount higher

FIRST FLOOR

Engineering

?

1F24

1

1

4

1093

1096 reuse wiremold raceway, new box

FIRST FLOOR

Engineering

Jeff

1F25

1

1

4

1097

1100 reuse wiremold raceway, new box

FIRST FLOOR

Engineering

1

4

1101

1104 West wall near plotter

FIRST FLOOR

Engineering

FIRST FLOOR

Engineering

FIRST FLOOR

Engineering

FIRST FLOOR

Engineering

ROW permits Survey & Engineering  Technicians Survey & Engineering  Technicians Survey & Engineering  Technicians Survey & Engineering  Technicians Survey & Engineering  Technicians Survey & Engineering  Technicians Survey & Engineering  Technicians

FIRST FLOOR

Building

FIRST FLOOR

1

1F28 Tim

1F26

1

1

4

1105

1108 reuse wiremold raceway, new box

Les

1F27

1

1

4

1109

1112 reuse wiremold raceway, new box

new

1

4

1113

1116 northwest corner

new

1

4

1117

1120 north wall next to door

main office

1F48,1F49, 1F29A

1

4

1121

1124 next to counter

Building

main office

1F02

FIRST FLOOR

Building

main office

new

1

4

1125

1128 south wall behind desk

FIRST FLOOR

Building

main office

new

1

4

1129

1132 copier

FIRST FLOOR

Building

main office

new

1

4

1133

1136 north wall

FIRST FLOOR

Building

main office

new

1

4

1137

1140 east wall

FIRST FLOOR

Building

main office

new

1

4

1141

FIRST FLOOR

Building

main office

FIRST FLOOR

Building

office

Marty

1F03

1

4

1146

FIRST FLOOR

Building

office

vacant

1F04

1

4

1150

1144 floor pedestal under Kim's desk, up from basement existing camera 13 on ceiling, needs cable # label ‐  1145 move to correct location on new patch panel move to east wall, maybe back to back with 1F04  1149 replacement move to west wall, maybe back to back with 1F03  1153 replacement

FIRST FLOOR

Building

office

Kirk

1F05

1

4

1154

FIRST FLOOR

Building

office

Steve

1F06

1

4

1158

FIRST FLOOR

Building

office

Steve

FIRST FLOOR

Building

Inspectors lobby

City Hall Network upgrade v3 base bid.xlsx

Kim

phone only now

1145

no label

1

1

4

1162

1157 reuse wiremold raceway, new box move to east wall.  Outside camera comes in here in a  1161 1/2 inch conduit to a J‐box.  Upsize conduit existing cameras 8 & 9 ‐ outside on northeast corner ‐  need cable # labels ‐ move to correct location on new  1163 patch panel

1164

1167

5/23/2012 4:39 PM

P 2 of 8

occupant

existing  jacks  numbers

BASE BID

Dept

Room

FIRST FLOOR

cityhall

hallway

FIRST FLOOR

City Attorney

main office

copier

can't see it

FIRST FLOOR

City Attorney

Assistant City Attorney

David

FIRST FLOOR

City Attorney

Assistant City Attorney

David

1F07 1F43,1F44, 1F45

FIRST FLOOR

City Attorney

main office

Francine

1F08?

FIRST FLOOR

City Attorney

main office

spare desk

1F41, 1F42

FIRST FLOOR

City Attorney

main office

Linda

can't see it

FIRST FLOOR

City Attorney

City Attorney

Paul

1F10

FIRST FLOOR

Cityhall

FIRST FLOOR

Cityhall

FIRST FLOOR

Cityhall

FIRST FLOOR

Cityhall

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

new

1

1

faceplate  last cable # comments

1

1168

1168 future WAP ‐ hallway outside building dept

4

1169

1172 covered up by copier, existing conduit is good to reuse demo

1

1

4

1173

1176 reuse wiremold raceway, new box

1

4

1177

1180 field verify, needs conduit

1

1

4

1181

1184 wiremold raceway too small, replace, new box

1

1

4

1185

1188 field verify, existing conduit is good to reuse

1

4

1189

1192 bring up from basement, like Janey's

hallway

1193

Existing camera 4 ‐ needs cable # label ‐ move to correct  1193 location on new patch panel

southwest exterior pole  mounted camera

1194

Existing camera 5 ‐ needs cable # label ‐ move to correct  1194 location on new patch panel

1

west exterior camera  facing south west exterior camera  facing north

1195 1196

9

21

48

186

0

0

Existing camera 10 ‐ needs cable # label ‐ move to  1195 correct location on new patch panel Existing camera 11 ‐ needs cable # label ‐ move to  1196 correct location on new patch panel

FIRST FLOOR

SECOND FLOOR

cables run from 2001 to 2499 on the 2nd floor

SECOND FLOOR

Mayor

reception

Amber

2F70

demolish old jacks in here for appearance sake

SECOND FLOOR

Mayor

reception

Amber

2F15

demolish old jacks in here for appearance sake

SECOND FLOOR

Mayor

reception

Amber

2F77,2F78

SECOND FLOOR

Mayor

reception

Amber

new

SECOND FLOOR

Mayor

reception

Amber

new

SECOND FLOOR

Mayor

reception

Amber

2F16

SECOND FLOOR

Mayor

Mayor's office

Jerry

new

SECOND FLOOR

Mayor

Mayor's office

Jerry

2F17

1

SECOND FLOOR

Mayor

conference

2F18

1

SECOND FLOOR

Mayor

conference

SECOND FLOOR

Mayor

records/postal meter

2F20

SECOND FLOOR

Mayor/Clerk

safe

2F19

City Hall Network upgrade v3 base bid.xlsx

2

2

1

1

8

2001

demolish old jacks in here for appearance sake existing camera 6 ‐ needs cable # label ‐ move to correct  2001 location on new patch panel

2002

2009 same location as 2F77,2F78

1

4

2010

demolish old jacks in here for appearance sake northwest corner, maybe back to back with 2F13  2013 replacement in Tony's office?

1

4

2014

2017 reuse wiremold raceway, new box

1

4

2018

2021 move to south side southwest corner, demolish old jacks in here for  appearance sake

1

4

2022

2025 reuse wiremold raceway, new box above shelf

0

ringdown to police station, keep existing install 5/23/2012 4:39 PM

P 3 of 8

BASE BID

Dept

Room

SECOND FLOOR

Mayor

mail distribution

SECOND FLOOR

Cityhall

hallway

occupant

existing  jacks  numbers

new

SECOND FLOOR

Mayor / Chief of  Staff conference room Mayor / Chief of  Staff conference room Mayor / Chief of  Staff office Mayor / Chief of  Staff office

SECOND FLOOR

city council

Council Chambers

city council

new

SECOND FLOOR

city council

Council Chambers

city council

2F26

SECOND FLOOR

city council

Council Chambers

city council

2F27

SECOND FLOOR

city council

Council Chambers

city council

new

SECOND FLOOR

city council

Council Chambers

city council

SECOND FLOOR SECOND FLOOR SECOND FLOOR

city council city council city council

Council Chambers Council Chambers Council Chambers

SECOND FLOOR

city council

SECOND FLOOR

SECOND FLOOR SECOND FLOOR SECOND FLOOR

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

Pat 

new

Pat 

2F21

Pat 

2F22

Pat 

1

4

faceplate  last cable # comments

2026

2029 southeast corner near fire panel

2030

existing camera 7 ‐ needs cable # label ‐ move to correct  2030 location on new patch panel

1

4

2031

2034 west

1

1

4

2035

2038 wiremold raceway too small, replace, new box

1

1

4

2039

2042 in the wall, probably back to back with 2F21

new

1

4

2043

2046 east

1

4

2047

2050 north wall, east of entrance door, "media" table

0

demolish? Wi‐fi mounting now

2

8

2051

2058 front, next to equipment rack

1

4

2059

2062 south wall, use existing raceway from projector cable

new

1

4

2063

2066 southwest corner

city council city council city council

new new new

1 1 1

4 4 4

2067 2071 2075

2070 under conference table, up from 1st floor 2074 council members north wing 2078 clerk,mayor,attorney wing

Council Chambers

city council

new

1

4

2079

2082 council members south wing

FMATS

manager's office

Donna

2F28

1

1

4

2083

2086 west, in wall

SECOND FLOOR

FMATS

main office

Kellen

2F29

1

1

4

2087

2090 east, in wall

SECOND FLOOR

FMATS

main office

Kellen

2F30

1

4

2091

2094 demo the old 2F30, reuse location

SECOND FLOOR

FMATS

conference room

2F31

1

4

2095

2098 east, in wall

SECOND FLOOR

FMATS

conference room

SECOND FLOOR

FMATS

conference room

SECOND FLOOR

City Engineer

office

Mike

new

SECOND FLOOR

City Engineer

office

Mike

2F34

1

SECOND FLOOR

Environmental

office

Jackson

2F35

1

City Hall Network upgrade v3 base bid.xlsx

1

field verify 2F33

1

1

1

4

2099

2102 west, in wall ‐ one for WAP

1

4

2103

2106 east

1

4

2107

2110 wiremold raceway too small, replace, new box

1

4

2111

2114 reuse wiremold raceway, new box

5/23/2012 4:39 PM

P 4 of 8

BASE BID

Dept

Room

occupant

existing  jacks  numbers

SECOND FLOOR

Environmental

office

Jackson

new

1

4

2115

2118 SW corner

SECOND FLOOR

Cityhall

mail processing

new

1

4

2119

2122

SECOND FLOOR

Finance

controller

Carmen

new

1

4

2345

2348 west wall

SECOND FLOOR

Finance

controller

Carmen

2F04

1

1

4

2349

2352 wiremold raceway falling off the wall, replace

SECOND FLOOR

Finance

main office

Vickie

2F05

1

1

4

2353

2356 wiremold raceway too small, replace, new box

SECOND FLOOR

Finance

main office

Joan

2F06

2

1

4

2357

2360 wiremold raceway too small, replace, new box

SECOND FLOOR

Finance

main office

Candy

2F07

2

1

4

2361

2364 wiremold raceway too small, replace, new box

SECOND FLOOR

Finance

main office

Howard

2F08

2

1

4

2365

2368 wiremold raceway too small, replace, new box

SECOND FLOOR

Finance

director's office

Jim

new

1

4

2369

2372 west wall

SECOND FLOOR

Finance

director's office

Jim

new

1

4

2373

SECOND FLOOR

Finance

director's office

Jim

2F09

1

4

2377

2376 north wall fed through from records room now, move closer to  2380 southeast corner

SECOND FLOOR

Finance

records

new

1

4

2381

2384 north wall

SECOND FLOOR

Finance

main office

2F73,2F74

1

4

2385

2388 wiremold raceway too small, replace, new box

SECOND FLOOR

Finance

main office

2F75,2F76

SECOND FLOOR

cityhall

hallway

2F10

reception

new

SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR

SECOND FLOOR SECOND FLOOR

Personnel /  Purchasing Personnel /  Purchasing Personnel /  Purchasing Personnel /  Purchasing Personnel /  Purchasing Personnel /  Purchasing

open

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

1

demolish

1

4

2389

in wall, from personnel, purchasing back to back ‐ one  2392 for future WAP

1

4

2393

2396

1

4

2397

back to back with copier/fax outside finance, wiremold  2400 raceway too small, replace, new box

can't see it

1

4

2401

2404 maybe back to back with new faceplate in main office

1

4

2405

2408 maybe back to back with back office

1

4

2409

wiremold raceway too small, replace, new box, maybe  2412 back to back with new jack in mayor's office?

1

4

2413

2416 wiremold raceway too small, replace, new box

1

ante room ‐ north back office office

Tony

new

office

Tony

2F13

ante room ‐ south

faceplate  last cable # comments

2F14

1

IT dept cables run from 2501‐2799 on the 2nd floor

SECOND FLOOR

Information  Technology

system administrator  office

John

new

2

8

2501

IT dept access patch panel in server network access rack  2508 6 ‐ panel end done, need workstation ends terminated

SECOND FLOOR

Information  Technology

Network Administrator Keith

new

2

8

2509

IT dept access patch panel in server network access rack  2516 6 ‐ panel end done, need workstation ends terminated

City Hall Network upgrade v3 base bid.xlsx

5/23/2012 4:39 PM

P 5 of 8

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

faceplate  last cable # comments

BASE BID

Dept

Room

SECOND FLOOR

Information  Technology

Air Conditioning  Equipment

new

2

8

2517

IT dept access patch panel in server network access rack  2524 6 ‐ panel end done, need workstation ends terminated

SECOND FLOOR

Information  Technology

main office

2F47

2

8

2525

printers, wiremold raceway too small, replace, new box ‐ 2532 panel end done, need workstation ends terminated

SECOND FLOOR

Information  Technology

new UPS room (old  server room)

new

2

8

2533

printers, wiremold raceway too small, replace, new box ‐ 2540 panel end done, need workstation ends terminated

SECOND FLOOR

Information  Technology Information  Technology Information  Technology Information  Technology

SECOND FLOOR

Information  Technology

SECOND FLOOR

Information  Technology

new server room

SECOND FLOOR

Information  Technology

old network closet

SECOND FLOOR SECOND FLOOR SECOND FLOOR

occupant

existing  jacks  numbers

main office / helpdesk system administrator  office

Corey

new

2

8

2541

Janice

new

2

8

2549

system analyst office

Mary

new

2

8

2557

director's office

Ryan future  counter on  north wall

new

2

8

2565

IT dept access patch panel in server network access rack  2548 6 ‐ panel end done, need workstation ends terminated IT dept access patch panel in server network access rack  2556 6 IT dept access patch panel in server network access rack  2564 6 IT dept access patch panel in server network access rack  2572 6

new

2

8

2573

IT dept access patch panel in server network access rack  2580 6

2601

48 port patch panel between servers network rack 6  and access network rack 1 ‐ have panels, need them  2648 wired

2701

48 port patch panel between old network room and  2748 new server room ‐ have panels, need them wired

main office

new

22

4

68

272

0

0

SECOND FLOOR

NORTHWEST  TOWER ‐ FIRST  FLOOR IT Dept cables run from 1501‐1699 in NW Tower 1st  floor NORTHWEST TOWER ‐  FIRST FLOOR IT NORTHWEST TOWER ‐  FIRST FLOOR IT

training

new

10

40

1501

1540 6 inch basket around the ceiling, demo old crap

training

new

1

1

1541

1541 future WAP

Other cables run from 1701‐1999 in NW Tower 1st floor NORTHWEST TOWER ‐  FIRST FLOOR cityhall NORTHWEST TOWER ‐  FIRST FLOOR cityhall NORTHWEST TOWER ‐  FIRST FLOOR NORTHWEST TOWER ‐  FIRST FLOOR NORTHWEST TOWER ‐  FIRST FLOOR NORTHWEST TOWER ‐  FIRST FLOOR

workout

new

1

4

1701

1704 small room at west end of hallway

storage

new

1

4

1705

1708 room just west of Clem's office

1712 west, conduit in place east, conduit in place ‐ temp wiring exteded from main  1716 office at this time.

Building

manager

Clem

new

1

1

4

1709

Building

manager

Clem

new

1

1

4

1713

Building

examiner

Cassandra

1F01?

Building

examiner

Cassandra

new

City Hall Network upgrade v3 base bid.xlsx

field verify 1

4

1717

5/23/2012 4:39 PM

1720 west wall, new

P 6 of 8

BASE BID Dept NORTHWEST TOWER ‐  FIRST FLOOR Building

Room

occupant

existing  jacks  numbers

examiner

Cassandra

new

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

0

2

0

0

1

4

17

65

1721

faceplate  last cable # comments 1724 east wall, new

NORTHWEST TOWER ‐ FIRST FLOOR

NORTHWEST  TOWER ‐ SECOND  FLOOR

cables run from 2301 to 2499 in NW Tower 2nd floor

NORTHWEST TOWER ‐  SECOND FLOOR cityhall

NORTHWEST TOWER ‐  SECOND FLOOR cityhall NORTHWEST TOWER ‐  SECOND FLOOR cityhall

NORTHWEST TOWER ‐  SECOND FLOOR Engineering

NORTHWEST TOWER ‐  SECOND FLOOR Cityhall NORTHWEST TOWER ‐  SECOND FLOOR NORTHWEST TOWER ‐  SECOND FLOOR NORTHWEST TOWER ‐  SECOND FLOOR NORTHWEST TOWER ‐  SECOND FLOOR

break room

no label

1

4

2301

2304 goes through mechanical room

records A

new

1

4

2305

2308

records B

new

1

4

2309

2312

new

1

4

2313

2316

ante room

Pat Smith

presently storage room off Pat Smith's ante room.   Northwest tower jacks home‐run back to here.  Trunk  lines (copper and fiber) from here back to IT main  network rack in server room.  Need rack, and panels

network closet

Engineering

office

Pat Smith

new

1

4

2317

2320 south wall, west of door

Engineering

office

Pat Smith

new

1

4

2321

2324 north wall

Engineering

office

Pat Smith

2F65,2F66

1

4

2325

2328 in the south wall

Engineering

office

Pat Smith

2F67,2F68

in the south wall, demo or abandon

hallway

file cabinet

obsolete  label 2F01

demolish

grants

Margarita

2F01

grants

Margarita

2F02

payroll

Denise

2F71,2F72

payroll

Shannon

2F03

NORTHWEST TOWER ‐  SECOND FLOOR Finance

NORTHWEST TOWER ‐  SECOND FLOOR Finance NORTHWEST TOWER ‐  SECOND FLOOR Finance

NORTHWEST TOWER ‐  SECOND FLOOR Finance NORTHWEST TOWER ‐  SECOND FLOOR Finance

1

1

4

2329

2332 in the wall

1

4

2333

2336 in the wall

1

1

4

2337

2340 in the wall

1

1

4

2341

2344 wiremold raceway too small, replace, new box

IT dept cables run from 2801 to 2999 in the NW Tower  2nd floor 2801 City Hall Network upgrade v3 base bid.xlsx

5/23/2012 4:39 PM

P 7 of 8

BASE BID

Dept

Room

occupant

existing  jacks  numbers

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

3

0

0

0

11

44

ATTIC ATTIC

faceplate  last cable # comments

NORTHWEST TOWER ‐ SECOND FLOOR

cables run from 3001 to 3999 in the attic none yet

none yet

none yet

none yet

0

0

0

0

0

0

ATTIC

48 port  panels

NW tower 48  port panels

NW tower  panels  (rounded up)

0

0

0

2

0

0

BASEMENT

0.04

1x

x

9

21

48

186

0

0

FIRST FLOOR

3.88

4x

x

22

4

68

272

0

0

SECOND FLOOR

5.67

6x

x

0

2

0

0

17

65

NORTHWEST TOWER ‐ FIRST  FLOOR

x

x

1.35

2

NORTHWEST TOWER ‐ SECOND  FLOOR

x

x

0.92

1

3

0

0

0

11

44

0

0

0

0

0

0

ATTIC

34

27

116

458

28

109

Total Total Panels → Total new jacks →

City Hall Network upgrade v3 base bid.xlsx

48 port panels  (rounded up)

5/23/2012 4:39 PM

0.00

0x 11

x 3

14 567

P 8 of 8

ALTERNATE #1 

Dept

Room

occupant

existing  jacks  numbers

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

faceplate  last cable # comments

BASEMENT BASEMENT

cityhall

hallway

1

BASEMENT

cityhall

hallway

2

0

0

0

0

0

0

cables run from 0001 to 0999 in the basement existing, camera 1, north end ‐ move to correct location  1 on new patch panel existing, camera 2,south end ‐ move to correct location  2 on new patch panel

BASEMENT

FIRST FLOOR

cables run from 1001 to 1499 on 1st floor

1001

existing camera 3 on front stairs ‐ needs cable # label ‐  1001 move to correct location on new patch panel

4

1002

1005 conduit up from basement is too small

1

4

1018

northeast corner, wiremold raceway too small, replace,  1021 new box

1

1

2

1022

1023 existing wiremold raceway

1

1

1

2

1024

1025 existing wiremold raceway

1F54,1F55

1

1

1

2

1026

1027 existing wiremold raceway

main office

Tanya ‐ right 1F56,1F57

2

1

1

2

1028

City Clerk

main office

ceiling

1030

1029 existing wiremold raceway existing ceiling camera 14 ‐ needs cable # label ‐ move  1030 to correct location on new patch panel

FIRST FLOOR

Cityhall

hallway

1031

existing camera 12 outside clerk's office ‐ needs cable #  1031 label ‐ move to correct location on new patch panel

FIRST FLOOR

Engineering

reception next to door

new

FIRST FLOOR

Engineering

reception desk

1F30

FIRST FLOOR

Engineering

Conference

1F14

FIRST FLOOR

Engineering

Conference

1F15

FIRST FLOOR

cityhall

front hallway

FIRST FLOOR

City Clerk

City Clerk

Janey

1F11

1

1

FIRST FLOOR

City Clerk

main office

table

1F58

1

FIRST FLOOR

City Clerk

main office

Dany

1F50,1F51

FIRST FLOOR

City Clerk

main office

copier

1F52,1F53

FIRST FLOOR

City Clerk

main office

Tanya ‐ left

FIRST FLOOR

City Clerk

FIRST FLOOR

City Hall Network upgrade v3 alternate‐1.xlsx

?

1

4

1033

1036 copier/printer

1

4

1041

1044 desk, wiremold raceway too small, replace, new box

1

1

4

1045

1048 reuse wiremold raceway, new box

1

1

4

1049

1052 reuse wiremold raceway, new box

1

5/23/2012 4:40 PM

P 1 of 8

ALTERNATE #1 

Dept

Room

occupant

existing  jacks  numbers

FIRST FLOOR

Engineering

office

Intern

1F17

FIRST FLOOR

Engineering

office

Helena

1F18A

FIRST FLOOR

Engineering

office

Bill

1F18

FIRST FLOOR

Engineering

office

Jerry

1F19

FIRST FLOOR

Engineering

office

Bob

1F20

FIRST FLOOR

Engineering

Records 2

new

FIRST FLOOR

Engineering

Records 1

1F22

FIRST FLOOR

Engineering

FIRST FLOOR

Engineering

FIRST FLOOR

Engineering

FIRST FLOOR

Engineering

FIRST FLOOR

Engineering

FIRST FLOOR

Engineering

ROW permits Survey & Engineering  Technicians Survey & Engineering  Technicians Survey & Engineering  Technicians Survey & Engineering  Technicians Survey & Engineering  Technicians

FIRST FLOOR

Engineering

Survey & Engineering  Technicians

FIRST FLOOR

Building

FIRST FLOOR

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

faceplate  last cable # comments

1

4

1057

1060 in the wall, new surface mount box

1

4

1061

1064 wiremold raceway too small, replace, new box

1

4

1065

1068 move to east side of office

1

1

4

1069

1072 reuse wiremold raceway, new box

1

1

4

1073

1076 reuse wiremold raceway, new box

1

4

1081

1084 large office, west wall

1

1

4

1085

1088 small office, reuse wiremold raceway, new box

1F23

1

1

4

1089

1092 reuse wiremold raceway, new box, mount higher

?

1F24

1

1

4

1093

1096 reuse wiremold raceway, new box

Jeff

1F25

1

1

4

1097

1100 reuse wiremold raceway, new box

1

4

1101

1104 West wall near plotter

1

1F28 Tim

1F26

1

1

4

1105

1108 reuse wiremold raceway, new box

Les

1F27

1

1

4

1109

1112 reuse wiremold raceway, new box

new

1

4

1117

1120 north wall next to door

main office

1F48,1F49, 1F29A

1

4

1121

1124 next to counter

Building

main office

1F02

FIRST FLOOR

Building

main office

new

1

4

1125

1128 south wall behind desk

FIRST FLOOR

Building

main office

new

1

4

1129

1132 copier

FIRST FLOOR

Building

main office

new

1

4

1141

FIRST FLOOR

Building

main office

FIRST FLOOR

Building

office

Marty

1F03

1

4

1146

FIRST FLOOR

Building

office

vacant

1F04

1

4

1150

1144 floor pedestal under Kim's desk, up from basement existing camera 13 on ceiling, needs cable # label ‐  1145 move to correct location on new patch panel move to east wall, maybe back to back with 1F04  1149 replacement move to west wall, maybe back to back with 1F03  1153 replacement

FIRST FLOOR

Building

office

Kirk

1F05

1

4

1154

FIRST FLOOR

Building

office

Steve

1F06

1

4

1158

FIRST FLOOR

Building

office

Steve

FIRST FLOOR

Building

Inspectors lobby

City Hall Network upgrade v3 alternate‐1.xlsx

Kim

phone only now

1145

no label

1

1

4

1162

1157 reuse wiremold raceway, new box move to east wall.  Outside camera comes in here in a  1161 1/2 inch conduit to a J‐box.  Upsize conduit existing cameras 8 & 9 ‐ outside on northeast corner ‐  need cable # labels ‐ move to correct location on new  1163 patch panel

1164

1167

5/23/2012 4:40 PM

P 2 of 8

ALTERNATE #1 

Dept

Room

occupant

existing  jacks  numbers

FIRST FLOOR

City Attorney

main office

copier

can't see it

FIRST FLOOR

City Attorney

Assistant City Attorney

David

FIRST FLOOR

City Attorney

Assistant City Attorney

David

1F07 1F43,1F44, 1F45

FIRST FLOOR

City Attorney

main office

Francine

1F08?

FIRST FLOOR

City Attorney

main office

spare desk

1F41, 1F42

FIRST FLOOR

City Attorney

main office

Linda

can't see it

FIRST FLOOR

City Attorney

City Attorney

Paul

1F10

FIRST FLOOR

Cityhall

FIRST FLOOR

Cityhall

FIRST FLOOR

Cityhall

FIRST FLOOR

Cityhall

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

1

1

4

1169

faceplate  last cable # comments

1172 covered up by copier, existing conduit is good to reuse demo

1

1

4

1173

1176 reuse wiremold raceway, new box

1

4

1177

1180 field verify, needs conduit

1

1

4

1181

1184 wiremold raceway too small, replace, new box

1

1

4

1185

1188 field verify, existing conduit is good to reuse

1

4

1189

1192 bring up from basement, like Janey's

hallway

1193

Existing camera 4 ‐ needs cable # label ‐ move to correct  1193 location on new patch panel

southwest exterior pole  mounted camera

1194

Existing camera 5 ‐ needs cable # label ‐ move to correct  1194 location on new patch panel

1

west exterior camera  facing south west exterior camera  facing north

1195 1196

9

19

39

148

0

0

Existing camera 10 ‐ needs cable # label ‐ move to  1195 correct location on new patch panel Existing camera 11 ‐ needs cable # label ‐ move to  1196 correct location on new patch panel

FIRST FLOOR

SECOND FLOOR

cables run from 2001 to 2499 on the 2nd floor

SECOND FLOOR

Mayor

reception

Amber

2F70

demolish old jacks in here for appearance sake

SECOND FLOOR

Mayor

reception

Amber

2F15

demolish old jacks in here for appearance sake

SECOND FLOOR

Mayor

reception

Amber

2F77,2F78

SECOND FLOOR

Mayor

reception

Amber

new

SECOND FLOOR

Mayor

reception

Amber

new

SECOND FLOOR

Mayor

reception

Amber

2F16

SECOND FLOOR

Mayor

Mayor's office

Jerry

2F17

1

SECOND FLOOR

Mayor

conference

2F18

1

SECOND FLOOR

Mayor

conference

SECOND FLOOR

Mayor

records/postal meter

2F20

SECOND FLOOR

Mayor/Clerk

safe

2F19

City Hall Network upgrade v3 alternate‐1.xlsx

2

2

8

2001

demolish old jacks in here for appearance sake existing camera 6 ‐ needs cable # label ‐ move to correct  2001 location on new patch panel

2002

2009 same location as 2F77,2F78 demolish old jacks in here for appearance sake

1

1

1

4

2014

2017 reuse wiremold raceway, new box

1

4

2018

2021 move to south side southwest corner, demolish old jacks in here for  appearance sake

1

4

2022

2025 reuse wiremold raceway, new box above shelf

0

ringdown to police station, keep existing install 5/23/2012 4:40 PM

P 3 of 8

ALTERNATE #1 

Dept

Room

SECOND FLOOR

Cityhall

hallway

occupant

existing  jacks  numbers

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

faceplate  last cable # comments

2030

existing camera 7 ‐ needs cable # label ‐ move to correct  2030 location on new patch panel

Pat 

2F21

1

1

4

2035

2038 wiremold raceway too small, replace, new box

SECOND FLOOR

Mayor / Chief of  Staff conference room Mayor / Chief of  Staff office

Pat 

2F22

1

1

4

2039

2042 in the wall, probably back to back with 2F21

SECOND FLOOR

city council

Council Chambers

city council

new

1

4

2047

2050 north wall, east of entrance door, "media" table

SECOND FLOOR

city council

Council Chambers

city council

2F26

SECOND FLOOR

city council

Council Chambers

city council

2F27

SECOND FLOOR

city council

Council Chambers

city council

new

SECOND FLOOR

city council

Council Chambers

city council

SECOND FLOOR SECOND FLOOR SECOND FLOOR

city council city council city council

Council Chambers Council Chambers Council Chambers

SECOND FLOOR

city council

SECOND FLOOR

SECOND FLOOR

0

demolish? Wi‐fi mounting now

2

8

2051

2058 front, next to equipment rack

1

4

2059

2062 south wall, use existing raceway from projector cable

new

1

4

2063

2066 southwest corner

city council city council city council

new new new

1 1 1

4 4 4

2067 2071 2075

2070 under conference table, up from 1st floor 2074 council members north wing 2078 clerk,mayor,attorney wing

Council Chambers

city council

new

1

4

2079

2082 council members south wing

FMATS

manager's office

Donna

2F28

1

1

4

2083

2086 west, in wall

SECOND FLOOR

FMATS

main office

Kellen

2F29

1

1

4

2087

2090 east, in wall

SECOND FLOOR

FMATS

main office

Kellen

2F30

1

4

2091

2094 demo the old 2F30, reuse location

SECOND FLOOR

FMATS

conference room

2F31

1

4

2095

2098 east, in wall

SECOND FLOOR

FMATS

conference room

SECOND FLOOR

FMATS

conference room

SECOND FLOOR

City Engineer

office

SECOND FLOOR

Environmental

office

City Hall Network upgrade v3 alternate‐1.xlsx

1

field verify 2F33

1

1

4

2099

2102 west, in wall ‐ one for WAP

Mike

2F34

1

1

4

2107

2110 wiremold raceway too small, replace, new box

Jackson

2F35

1

1

4

2111

2114 reuse wiremold raceway, new box

1

5/23/2012 4:40 PM

P 4 of 8

occupant

existing  jacks  numbers

ALTERNATE #1 

Dept

Room

SECOND FLOOR

Cityhall

mail processing

SECOND FLOOR

Finance

controller

Carmen

2F04

SECOND FLOOR

Finance

main office

Vickie

SECOND FLOOR

Finance

main office

SECOND FLOOR

Finance

SECOND FLOOR

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

new

faceplate  last cable # comments

1

4

2119

2122

1

1

4

2349

2352 wiremold raceway falling off the wall, replace

2F05

1

1

4

2353

2356 wiremold raceway too small, replace, new box

Joan

2F06

2

1

4

2357

2360 wiremold raceway too small, replace, new box

main office

Candy

2F07

2

1

4

2361

2364 wiremold raceway too small, replace, new box

Finance

main office

Howard

2F08

2

1

4

2365

2368 wiremold raceway too small, replace, new box

SECOND FLOOR

Finance

director's office

Jim

2F09

1

1

4

2377

fed through from records room now, move closer to  2380 southeast corner

SECOND FLOOR

Finance

main office

open

2F73,2F74

1

4

2385

2388 wiremold raceway too small, replace, new box

SECOND FLOOR

Finance

main office

2F75,2F76

SECOND FLOOR

cityhall

hallway

2F10

SECOND FLOOR

Personnel /  Purchasing

office

Tony

new

SECOND FLOOR

Personnel /  Purchasing

office

Tony

2F13

demolish

1

1

1

4

2389

in wall, from personnel, purchasing back to back ‐ one  2392 for future WAP

1

4

2405

2408 maybe back to back with back office

1

4

2409

wiremold raceway too small, replace, new box, maybe  2412 back to back with new jack in mayor's office?

IT dept cables run from 2501‐2799 on the 2nd floor

SECOND FLOOR

Information  Technology

system administrator  office

John

new

2

8

2501

IT dept access patch panel in server network access rack  2508 6 ‐ panel end done, need workstation ends terminated

SECOND FLOOR

Information  Technology

Network Administrator Keith

new

2

8

2509

IT dept access patch panel in server network access rack  2516 6 ‐ panel end done, need workstation ends terminated

City Hall Network upgrade v3 alternate‐1.xlsx

5/23/2012 4:40 PM

P 5 of 8

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

faceplate  last cable # comments

ALTERNATE #1 

Dept

Room

SECOND FLOOR

Information  Technology

Air Conditioning  Equipment

new

2

8

2517

IT dept access patch panel in server network access rack  2524 6 ‐ panel end done, need workstation ends terminated

SECOND FLOOR

Information  Technology

main office

2F47

2

8

2525

printers, wiremold raceway too small, replace, new box ‐ 2532 panel end done, need workstation ends terminated

SECOND FLOOR

Information  Technology

new UPS room (old  server room)

new

2

8

2533

printers, wiremold raceway too small, replace, new box ‐ 2540 panel end done, need workstation ends terminated

SECOND FLOOR

Information  Technology Information  Technology Information  Technology Information  Technology

SECOND FLOOR

Information  Technology

SECOND FLOOR

Information  Technology

new server room

SECOND FLOOR

Information  Technology

old network closet

SECOND FLOOR SECOND FLOOR SECOND FLOOR

occupant

existing  jacks  numbers

main office / helpdesk system administrator  office

Corey

new

2

8

2541

Janice

new

2

8

2549

system analyst office

Mary

new

2

8

2557

director's office

Ryan future  counter on  north wall

new

2

8

2565

IT dept access patch panel in server network access rack  2548 6 ‐ panel end done, need workstation ends terminated IT dept access patch panel in server network access rack  2556 6 IT dept access patch panel in server network access rack  2564 6 IT dept access patch panel in server network access rack  2572 6

new

2

8

2573

IT dept access patch panel in server network access rack  2580 6

2601

48 port patch panel between servers network rack 6  and access network rack 1 ‐ have panels, need them  2648 wired

2701

48 port patch panel between old network room and  2748 new server room ‐ have panels, need them wired

main office

new

22

4

54

216

0

0

SECOND FLOOR

NORTHWEST  TOWER ‐ FIRST  FLOOR

IT Dept cables run from 1501‐1699 in NW Tower 1st  floor

NORTHWEST TOWER ‐  FIRST FLOOR Building NORTHWEST TOWER ‐  FIRST FLOOR Building

manager

Clem

new

1

1

4

1709

manager

Clem

new

1

1

4

1713

City Hall Network upgrade v3 alternate‐1.xlsx

5/23/2012 4:40 PM

1712 west, conduit in place east, conduit in place ‐ temp wiring exteded from main  1716 office at this time. P 6 of 8

ALTERNATE #1  NORTHWEST TOWER ‐  FIRST FLOOR NORTHWEST TOWER ‐  FIRST FLOOR NORTHWEST TOWER ‐  FIRST FLOOR

Dept

Room

occupant

existing  jacks  numbers

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

Building

examiner

Cassandra

1F01?

Building

examiner

Cassandra

new

1

4

1717

1720 west wall, new

Building

examiner

Cassandra

new

1

4

1721

1724 east wall, new

4

16

faceplate  last cable # comments field verify

0

2

0

0

NORTHWEST TOWER ‐ FIRST FLOOR

NORTHWEST  TOWER ‐ SECOND  FLOOR

cables run from 2301 to 2499 in NW Tower 2nd floor

NORTHWEST TOWER ‐  SECOND FLOOR Cityhall

presently storage room off Pat Smith's ante room.   Northwest tower jacks home‐run back to here.  Trunk  lines (copper and fiber) from here back to IT main  network rack in server room.  Need rack, and panels

NORTHWEST TOWER ‐  SECOND FLOOR Engineering NORTHWEST TOWER ‐  SECOND FLOOR Engineering

NORTHWEST TOWER ‐  SECOND FLOOR Finance

NORTHWEST TOWER ‐  SECOND FLOOR Finance NORTHWEST TOWER ‐  SECOND FLOOR Finance

NORTHWEST TOWER ‐  SECOND FLOOR Finance NORTHWEST TOWER ‐  SECOND FLOOR Finance

network closet

office

Pat Smith

2F65,2F66

1

office

Pat Smith

2F67,2F68

in the south wall, demo or abandon

hallway

file cabinet

obsolete  label 2F01

demolish

grants

Margarita

2F01

grants

Margarita

2F02

payroll

Denise

2F71,2F72

payroll

Shannon

2F03

1

4

2325

2328 in the south wall

1

4

2329

2332 in the wall

1

4

2333

2336 in the wall

1

1

4

2337

2340 in the wall

1

1

4

2341

2344 wiremold raceway too small, replace, new box

IT dept cables run from 2801 to 2999 in the NW Tower  2nd floor 2801 City Hall Network upgrade v3 alternate‐1.xlsx

5/23/2012 4:40 PM

P 7 of 8

ALTERNATE #1 

Dept

Room

occupant

existing  jacks  numbers

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate  same faceplate raceway qty jacks qty faceplates jacks qty first cable #

3

0

0

0

5

20

ATTIC ATTIC

faceplate  last cable # comments

NORTHWEST TOWER ‐ SECOND FLOOR

cables run from 3001 to 3999 in the attic none yet

none yet

none yet

none yet

0

0

0

0

0

0

ATTIC

48 port  panels

NW tower 48  port panels

NW tower  panels  (rounded up)

0

0

0

0

0

0

BASEMENT

0.00

0x

x

9

19

39

148

0

0

FIRST FLOOR

3.08

4x

x

22

4

54

216

0

0

SECOND FLOOR

4.50

5x

x

0

2

0

0

4

16

NORTHWEST TOWER ‐ FIRST  FLOOR

x

x

0.33

1

NORTHWEST TOWER ‐ SECOND  FLOOR

x

x

0.42

1

3

0

0

0

5

20

0

0

0

0

0

0

ATTIC

34

25

93

364

9

36

Total Total Panels → Total new jacks →

City Hall Network upgrade v3 alternate‐1.xlsx

48 port panels  (rounded up)

5/23/2012 4:40 PM

0.00

0x 9

x 2

11 400

P 8 of 8

ALTERNATE #2

Dept

Room

occupant

existing  jacks  numbers

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate first  faceplate  optional  same faceplate raceway qty jacks qty faceplates jacks qty cable # last cable # jacks

optional  faceplates comments

BASEMENT

cables run from 0001 to 0999 in the basement

BASEMENT

cityhall

hallway

1

3

3

1

1 future wireless access point

BASEMENT

cityhall

hallway

1

4

4

1

1 future wireless access point

0

0

0

2

0

0

2

FIRST FLOOR

2 BASEMENT cables run from 1001 to 1499 on 1st floor

FIRST FLOOR

City Clerk

ante room

FIRST FLOOR

City Clerk

records room

FIRST FLOOR

City Clerk

main office

FIRST FLOOR

Cityhall

hallway

FIRST FLOOR

Engineering

reception in corner

1F31

FIRST FLOOR

Engineering

Conference

1F16

FIRST FLOOR

Engineering

Records 2

1F21

FIRST FLOOR

Engineering

Survey & Engineering  Technicians

new

City Hall Network upgrade v3 alternate‐2.xlsx

table

north wall

1F12

1

1

4

1006

1009

4

1 reuse wiremold raceway, new box

1F13

1

4

1010

1013

4

wiremold raceway too small, replace, new box, maybe  1 back to back with new jack on north wall of main office

new

1

4

1014

1017

4

1 maybe back to back with 1F13 replacement?

1

1032

1032

1

1 future WAP ‐ hallway ceiling near Engineering

1

4

1037

1040

4

1 wiremold raceway too small, replace, new box

1

4

1053

1056

4

1 move between doors

1

4

1077

1080

4

large office, east wall, reuse wiremold raceway, new  1 box, need J hooks

1

4

1113

1116

4

1 northwest corner

1

5/23/2012 4:43 PM

P 1 of 5

occupant

existing  jacks  numbers

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate first  faceplate  optional  same faceplate raceway qty jacks qty faceplates jacks qty cable # last cable # jacks

optional  faceplates comments

ALTERNATE #2

Dept

Room

FIRST FLOOR

Building

main office

new

1

4

1133

1136

4

1 north wall

FIRST FLOOR

Building

main office

new

1

4

1137

1140

4

1 east wall

FIRST FLOOR

cityhall

hallway

new

1

1168

1168

1

1 future WAP ‐ hallway outside building dept

0

2

9

38

0

0

38

SECOND FLOOR

11 FIRST FLOOR cables run from 2001 to 2499 on the 2nd floor

new

1

4

2010

2013

4

northwest corner, maybe back to back with 2F13  1 replacement in Tony's office?

new

1

4

2026

2029

4

1 southeast corner near fire panel

Pat 

new

1

4

2031

2034

4

1 west

Mayor / Chief of  Staff office

Pat 

new

1

4

2043

2046

4

1 east

SECOND FLOOR

City Engineer

office

Mike

new

1

4

2103

2106

4

1 east

SECOND FLOOR

Environmental

office

Jackson

new

1

4

2115

2118

4

1 SW corner

SECOND FLOOR

Mayor

Mayor's office

SECOND FLOOR

Mayor

mail distribution

SECOND FLOOR

Mayor / Chief of  Staff conference room

SECOND FLOOR

City Hall Network upgrade v3 alternate‐2.xlsx

Jerry

5/23/2012 4:43 PM

P 2 of 5

ALTERNATE #2

Dept

Room

occupant

existing  jacks  numbers

SECOND FLOOR

Finance

controller

Carmen

new

1

4

2345

2348

4

1 west wall

SECOND FLOOR

Finance

director's office

Jim

new

1

4

2369

2372

4

1 west wall

SECOND FLOOR

Finance

director's office

Jim

new

1

4

2373

2376

4

1 north wall

SECOND FLOOR

Finance

records

new

1

4

2381

2384

4

1 north wall

reception

new

1

4

2393

2396

4

1

1

4

2397

2400

4

back to back with copier/fax outside finance, wiremold  1 raceway too small, replace, new box

SECOND FLOOR

Personnel /  Purchasing Personnel /  Purchasing Personnel /  Purchasing

SECOND FLOOR

Personnel /  Purchasing

SECOND FLOOR SECOND FLOOR

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate first  faceplate  optional  same faceplate raceway qty jacks qty faceplates jacks qty cable # last cable # jacks

ante room ‐ north

optional  faceplates comments

back office

can't see it

1

4

2401

2404

4

1 maybe back to back with new faceplate in main office

ante room ‐ south

2F14

1

4

2413

2416

4

1 wiremold raceway too small, replace, new box

IT dept cables run from 2501‐2799 on the 2nd floor

0

0

14

56

0

0

56

14 SECOND FLOOR

NORTHWEST  TOWER ‐ FIRST  FLOOR

IT Dept cables run from 1501‐1699 in NW Tower 1st  floor NORTHWEST TOWER ‐  FIRST FLOOR IT NORTHWEST TOWER ‐  FIRST FLOOR IT

training

new

10

40

1501

1540

40

training

new

1

1

1541

1541

1

10 6 inch basket around the ceiling, demo old crap 1 future WAP

Other cables run from 1701‐1999 in NW Tower 1st floor NORTHWEST TOWER ‐  FIRST FLOOR cityhall NORTHWEST TOWER ‐  cityhall FIRST FLOOR

workout

new

1

4

1701

1704

4

1 small room at west end of hallway

storage

new

1

4

1705

1708

4

1 room just west of Clem's office

13

49

0 City Hall Network upgrade v3 alternate‐2.xlsx

0

0

0

49 5/23/2012 4:43 PM

13 NORTHWEST TOWER ‐ FIRST FLOOR P 3 of 5

ALTERNATE #2

Dept

Room

occupant

existing  jacks  numbers

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate first  faceplate  optional  same faceplate raceway qty jacks qty faceplates jacks qty cable # last cable # jacks

optional  faceplates comments

NORTHWEST  TOWER ‐ SECOND  FLOOR

cables run from 2301 to 2499 in NW Tower 2nd floor

NORTHWEST TOWER ‐  SECOND FLOOR cityhall

NORTHWEST TOWER ‐  SECOND FLOOR cityhall NORTHWEST TOWER ‐  SECOND FLOOR cityhall

NORTHWEST TOWER ‐  SECOND FLOOR Engineering

NORTHWEST TOWER ‐  SECOND FLOOR Cityhall NORTHWEST TOWER ‐  SECOND FLOOR Engineering NORTHWEST TOWER ‐  SECOND FLOOR Engineering

break room

no label

1

4

2301

2304

4

1 goes through mechanical room

records A

new

1

4

2305

2308

4

1

records B

new

1

4

2309

2312

4

1

new

1

4

2313

2316

4

1

ante room

Pat Smith

presently storage room off Pat Smith's ante room.   Northwest tower jacks home‐run back to here.  Trunk  lines (copper and fiber) from here back to IT main  network rack in server room.  Need rack, and panels

network closet

office

Pat Smith

new

1

4

2317

2320

4

1 south wall, west of door

office

Pat Smith

new

1

4

2321

2324

4

1 north wall

6

24

0

0

0

0

24

6 NORTHWEST TOWER ‐ SECOND FLOOR

ATTIC ATTIC

cables run from 3001 to 3999 in the attic none yet

none yet

none yet

none yet 0

0

City Hall Network upgrade v3 alternate‐2.xlsx

0

0

0

0

0

0

5/23/2012 4:43 PM

0

0 ATTIC

P 4 of 5

ALTERNATE #2

Dept

Room

occupant

existing  jacks  numbers

existing active  reuse  proposed  phone jacks  wiremold  faceplates  proposed  NW tower  NW tower  faceplate first  faceplate  optional  same faceplate raceway qty jacks qty faceplates jacks qty cable # last cable # jacks

optional  faceplates comments

48 port  panels

48 port panels  (rounded up)

NW tower 48  port panels

NW tower  panels  (rounded up)

0

0

0

2

0

0

2

2 BASEMENT

0.04

1x

x

0

2

9

38

0

0

38

11 FIRST FLOOR

0.79

1x

x

0

0

14

56

0

0

56

14 SECOND FLOOR

1.17

2x

x

49

NORTHWEST TOWER ‐ FIRST  13 FLOOR

0

0

0

0

13

49

NORTHWEST TOWER ‐ SECOND  6 FLOOR

0

0

0

0

6

24

24

0

0

0

0

0

0

0

0 ATTIC

0

2

23

94

19

73

167

44 Total Total Panels →

x

x

1.02

2

x

x

0.50

1

0.00

0x 4

x 3

7

Note: only 3 panels need to be added in the additional options

Total new jacks →

City Hall Network upgrade v3 alternate‐2.xlsx

5/23/2012 4:43 PM

167

P 5 of 5

SECTION 9

SPECIFICATIONS

SPECIAL NOTE: Specification provided under this section are “hard specified”, and not to be regarded as Basis of Design (no substitutions).

Section 9 Specifications, Page 1 of 1

Cat 6 Cable: Field Testing Requirements A. General Requirements 1.

Every cabling link in the installation shall be tested for:

a. b. c. d. e. f. g. h. i. j.

2. 3.

4.

5.

6. 7.

Wire Map Length Insertion Loss NEXT Loss PS NEXT Loss ACR-F Loss PS ACR-F Loss Return Loss Propagation Delay

Delay Skew in accordance with the field test specifications defined in ANSI/TIA-568-C.2 “Commercial Balanced Twisted-Pair Telecommunications Cabling and Components Standard”. This document will be referred to as the “Category 6 Standard.” The installed twisted-pair horizontal links shall be tested from the IDF in the telecommunications room to the telecommunication wall outlet in the work area for compliance with the “Permanent Link” performance specification as defined in the Category 6 Standard. One hundred percent of the installed cabling links must pass the requirements of the Category 6 Standard mentioned in A.1 above and as further detailed in Section B. Any failing link must be diagnosed and corrected. The corrective action shall be followed with a new test to prove that the corrected link meets the performance requirements. The final and passing result of the tests for all links shall be provided in the test results documentation in accordance with Section C below. Trained technicians who have successfully attended an appropriate training program and have obtained a certificate as proof thereof shall execute the tests. Appropriate training programs include but are not limited to installation certification programs provided by BiCSi or the ACP (Association of Cabling Professionals). The test equipment (tester) shall comply with the accuracy requirements for level III field testers as defined in ANSI/TIA-1152. The tester including the appropriate interface adapter must meet the specified accuracy requirements. The accuracy requirements for the permanent link test configuration (baseline accuracy plus adapter contribution) are specified in Table 3 of ANSI/TIA-1152 (Table 3 in this TIA document also specifies the accuracy requirements for the Channel configuration). The RJ45 test plug shall fall within the values specified in ANSI/TIA-568-C Annex C for NEXT, FEXT and Return Loss. The tester shall be within the calibration period recommended by the vendor in order to achieve the vendor-specified measurement accuracy.

8.

The tester interface adapters must be of high quality and the cable shall not show any twisting or kinking resulting from coiling and storing of the tester interface adapters. In order to deliver optimum accuracy, preference is given to a permanent link interface adapter for the tester that can be calibrated to extend the reference plane of the Return Loss measurement to the permanent link interface. The contractor shall provide proof that the interface has been calibrated within the period recommended by the vendor. To ensure that normal handling on the job does not cause measurable Return Loss change, the adapter cord cable shall not be of twisted-pair construction. 9. The Pass or Fail condition for the link-under-test is determined by the results of the required individual tests (detailed in Section 4.2.2 of ANSI/TIA-1152). Any Fail or Fail* result yields a Fail for the link-under-test. In order to achieve an overall Pass condition, the results for each individual test parameter must Pass or Pass*. 10. A Pass or Fail result for each parameter is determined by comparing the measured values with the specified test limits for that parameter. The test result of a parameter shall be marked with an asterisk (*) when the result is closer to the test limit than the accuracy of the field tester. The field tester manufacturer must provide documentation as an aid to interpret results marked with asterisks. To which extent '*' results shall determine approval or disapproval of the element under test shall be defined in the relevant detail specification, or agreed on as a part of a contractual specification. Optional Requirements: 11. A representative of the end-user shall be invited to witness field testing. The representative shall be notified of the start date of the testing phase five business days before testing commences. 12. A representative of the end-user will select a random sample of 5% of the installed links. The representative (or his authorized delegate) shall test these randomly selected links and the results are to be stored in accordance with the prescriptions in Section I.C. The results obtained shall be compared to the data provided by the installation contractor. If more than 2% of the sample results differ in terms of the pass/fail determination, the installation contractor under supervision of the end-user representative shall repeat 100% testing and the cost shall be borne by the installation contractor. B. Performance Test Parameters The test parameters are defined in the Category 6 Standard. The test of each link shall contain all of the following parameters as detailed below. In order to pass the test, all measurements (at each frequency in the range from 1 MHz through 250 MHz) must meet or exceed the limit value determined in the above-mentioned standard.

1.

2.

3.

4.

Wire Map Shall report Pass if the wiring of each wire-pair from end to end is determined to be correct. The Wire Map results shall include the continuity of the shield connection if present. Length The field tester shall be capable of measuring length of all pairs of a basic link or channel based on the propagation delay measurement and the average value for NVP (1). The physical length of the link shall be calculated using the pair with the shortest electrical delay. This length figure shall be reported and shall be used for making the Pass/Fail decision. The Pass/Fail criteria are based on the maximum length allowed for the Permanent Link configuration (90 meters – 295 feet) plus 10% to allow for the variation and uncertainty of NVP. Insertion Loss (Attenuation) Insertion Loss is a measure of signal loss in the permanent link or channel. The term “Attenuation” has been used to designate “Insertion Loss.” Insertion Loss shall be tested from 1 MHz through 250 MHz in maximum step size of 1 MHz. It is preferred to measure insertion loss at the same frequency intervals as NEXT Loss in order to provide a more accurate calculation of the Attenuation-to-Crosstalk ratio (ACR) parameter. Minimum test results documentation (summary results): Identify the worst wire pair (1 of 4 possible). The test results for the worst wire pair must show the highest attenuation value measured (worst case), the frequency at which this worst case value occurs, and the test limit value at this frequency. NEXT Loss Pair-to-pair near-end crosstalk loss (abbreviated as NEXT Loss) shall be tested for each wire pair combination from each end of the link (a total of 12 pair combinations). This parameter is to be measured from 1 through 250 MHz. NEXT Loss measures the crosstalk disturbance on a wire pair at the end from which the disturbance signal is transmitted (near-end) on the disturbing pair. The maximum step size for NEXT Loss measurements shall not exceed the maximum step size defined in the Category 6 Standard as shown in Table 1. . Minimum test results documentation (summary results): Identify the wire pair combination that exhibits the worst case NEXT margin (2) and the wire pair combination that exhibits the worst value of NEXT (worst case). NEXT is to be measured from each end of the link-under-test. These wire pair combinations must be identified for the tests performed from each end. Each reported case should include the frequency at which it occurs as well as the test limit value at this frequency.

Table 1 -- Maximum frequency step size as defined in ANSI/TIA-1152

5.

6.

7.

8.

Frequency Range (MHz)

Maximum Step size (MHz)

1 – 31.25

0.15

31.26 – 100

0.25

100 – 250

0.50

PS NEXT Loss Power Sum NEXT Loss shall be evaluated and reported for each wire pair from both ends of the link under-test (a total of eight results). PS NEXT Loss captures the combined near-end crosstalk effect (statistical) on a wire pair when all other pairs actively transmit signals. Like NEXT this test parameter must be evaluated from 1 through 250 MHz and the step size may not exceed the maximum step size defined in the Category 6 Standard as shown in Table 1. Minimum test results documentation (summary results): Identify the wire pair that exhibits the worst-case margin and the wire pair that exhibits the worst value for PS NEXT. These wire pairs must be identified for the tests performed from each end. Each reported case should include the frequency at which it occurs as well as the test limit value at this frequency. ACR-F Loss, pair-to-pair Attenuation Crosstalk Ratio Far-end is calculated from the pair-to-pair FEXT Loss. It shall be measured for each wire-pair combination from both ends of the link under-test. FEXT Loss measures the crosstalk disturbance on a wire pair at the opposite end (far-end) from which the transmitter emits the disturbing signal on the disturbing pair. FEXT is measured to compute ACR-F Loss that must be evaluated and reported in the test results. ACR-F measures the relative strength of the far-end crosstalk disturbance relative to the attenuated signal that arrives at the end of the link. This test yields 24 wire pair combinations. ACR-F is to be measured from 1 through 250 MHz and the maximum step size for FEXT Loss measurements shall not exceed the maximum step size defined in the standard as in Table 1. Minimum test results documentation (summary results): Identify the wire pair combination that exhibits the worst-case margin and the wire pair combination that exhibits the worst value for ACR-F. These wire pairs must be identified for the tests performed from each end. Each reported case should include the frequency at which it occurs as well as the test limit value at this frequency. PS ACR-F Loss Power Sum Attenuation Crosstalk Ratio Far-end is a calculated parameter that combines the effect of the FEXT disturbance from three wire pairs on the fourth one. This test yields eight wire-pair combinations. Each wire-pair is evaluated from 1 through 250 MHz in frequency increments that do not exceed the maximum step size defined in the standard as shown in Table 1. Minimum test results documentation (summary results): Identify the wire pair that exhibits the worst pair combinations must be identified for the tests performed from each end. Each reported case should include the frequency at which it occurs as well as the test limit value at this frequency. Return Loss Return Loss (RL) measures the total energy reflected on each wire pair. Return Loss is to be measured from both ends of the link-undertest for each wire pair. This parameter is also to be measured form 1 through 250 MHz in frequency increments that do not exceed the maximum step size defined in the Category 6 Standard as shown in Table 1. Minimum test results documentation (summary results): Identify the wire pair that exhibits the worst-case margin and the wire pair that exhibits the worst value for Return Loss. These wire pairs

must be identified for the tests performed from each end. Each reported case should include the frequency at which it occurs as well as the test limit value at this frequency. 9. Propagation Delay Propagation delay is the time required for the signal to travel from one of the link to the other. This measurement is to be performed for each of the four wire pairs. Minimum test results documentation (summary results): Identify the wire pair with the worst-case propagation delay. The report shall include the propagation delay value measured as well as the test limit value. 10. Delay Skew [as defined in the Category 6 Standard; Section 6.2.19] This parameter shows the difference in propagation delay between the four wire pairs. The pair with the shortest propagation delay is the reference pair with a delay skew value of zero. Minimum test results documentation (summary results): Identify the wire pair with the worst-case propagation delay (the longest propagation delay). The report shall include the delay skew value measured as well as the test limit value. C. Test Result Documentation 1.

2. 3.

The test results/measurements shall be transferred into a Windows™-based database utility that allows for the maintenance, inspection and archiving of these test records. A guarantee must be made that the measurement results are transferred to the PC unaltered, i.e., “as saved in the tester” at the end of each test and that these results cannot be modified at a later time. The database for the completed job shall be stored and delivered on CD-ROM or DVD including the software tools required to view, inspect, and print any selection of test reports. A paper copy of the test results shall be provided that lists all the links that have been tested with the following summary information

a. The identification of the link in accordance with the naming convention defined in the overall system documentation b. The overall Pass/Fail evaluation of the link-under-test including the NEXT Headroom (overall worst case) number c. The date and time the test results were saved in the memory of the tester. 4.

General Information to be provided in the electronic data base with the test results information for each link:

a. b. c. d. e. f. g. h. i. j. 5.

The identification of the customer site as specified by the end-user The identification of the link in accordance with the naming convention defined in the overall system documentation The overall Pass/Fail evaluation of the link-under-test The name of the test limit selected to execute the stored test results The cable type and the value of NVP used for length calculations The date and time the test results were saved in the memory of the tester The brand name, model and serial number of the tester The identification of the tester interface The revision of the tester software and the revision of the test limits database in the tester The test results information must contain information on each of the required test parameters that are listed in Section B and as further detailed below under paragraph C5.

The detailed test results data to be provided in the electronic database for must contain the following information: For each of the frequency-dependent test parameters, the value measured at every frequency during the test is stored. The PC-resident database program must be able to process the stored results to display and print a color graph of the measured parameters. The PCresident software must also provide a summary numeric format in which some critical information is provided numerically as defined by the summary results (minimum numeric test results documentation) as outlined above for each of the test parameters. Length: Identify the wire-pair with the shortest electrical length, the value of the length rounded to the nearest 0.1 m (1) and the test limit value Propagation delay: Identify the pair with the shortest propagation delay, the value measured in nanoseconds (ns) and the test limit value Delay Skew: Identify the pair with the largest value for delay skew, the value calculated in nanoseconds (ns) and the test limit value Insertion Loss (Attenuation): Minimum test results documentation as explained in Section B for the worst pair Return Loss: Minimum test results documentation as explained in Section B for the worst pair as measured from each end of the link NEXT, ACR-F: Minimum test results documentation as explained in Section B for the worst pair combination as measured from each end of the link PS NEXT and PS ACR-F: Minimum test results documentation as explained in Section B for the worst pair as measured from each end of the link

1: Nominal Velocity of Propagation (NVP) expresses the speed of the electrical signals along the cabling link in relation to the speed of light in vacuum (3x108 m/second). Insulation characteristics and twist rate of the wire pair influence NVP in minor ways. Typically, an ‘average’ value for NVP is published for all four wire-pairs in a data cable. 2: ‘Margin’ designates the difference between the measured value and the corresponding test limit value. For passing links, ‘worst case margin’ identifies the smallest margin over the entire frequency range; the point at which the measured performance is “closest” to the test limit.

Contact Copper LAN Product Inquiry Phone: 717-354-6200 [email protected]

LANmark-1000 Enhanced Category 6 Riser Rated LANmark-1000 has been improved to offer best-in-class electrical performance. Berk-Tek's engineers completely redesigned LANmark-1000 so that all crosstalk parameters could be improved by four dB. As a result, the Power Sum Attenuation to Crosstalk ratio (PSACR) is nearly 3 times better (at 250 MHz) allowing for much greater signal strength and less vulnerability to noise interference. At Berk-Tek, we understand that your business runs through us.

Description

Berk-Tek LANmark-1000, Performance Guaranteed Before any cable can display the Berk-Tek LANmark-1000 legend, it must pass factory tests with a minimum of 5dB of crosstalk margin beyond the CAT 6 standard for NEXT, PSNEXT, ACR and PSACR. If the margin is missing, so is the legend. That is our guarantee to you. Your business demands continuous performance from your IT network, so our specifications aren't simply numbers on the page. They define the way that we do business. This means that you are guaranteed industry-leading performance and quality for all Berk-Tek products. Some other manufacturers talk about "typical" values, at Berk-Tek, we hold ourselves to a higher standard. We won't talk about typicals, we talk about what is true, guaranteed, and independently verified. Keep your business running by relying on Berk-Tek. Berk-Tek …Because Your Business Runs Through Us.

Construction 23 AWG bare copper wire insulated with polyethylene. Two insulated conductors twisted together to form a pair and four such pairs laid up with crossfiller to form the basic unit, jacketed with flame-retardant PVC. Flame Rating Riser - UL 1666, CMR, UL Listed Features • • • •

Full Power Sum Performance Documented balance characteristics (LCL, LCTL) ETL verified to ANSI/TIA/EIA-568-C.2 standard RoHS Compliant

Standards International ISO/IEC 11801 National ANSI/TIA-568-C.2; UL 444

Benefits • Optimal support for Gigabit Ethernet with headroom • Power sum characterization gives highest performance using existing applications • Provides additional bandwidth required for future applications • Addition of balance requirements improves overall cable performance and reduces cable emissions which results in reduced transmission errors • Characterized to 550 MHz, 300 MHz greater than the standard

Version v. EPQ42011 Generated 5/7/12 - http://www.nexans.us

Page 1 / 5

All drawings, designs, specifications, plans and particulars of weights, size and dimensions contained in the technical or commercial documentation of Nexans is indicative only and shall not be binding on Nexans or be treated as constituting a representation on the part of Nexans.

Contact Copper LAN Product Inquiry Phone: 717-354-6200 [email protected]

LANmark-1000 Enhanced Category 6 Riser Rated Characteristics Construction characteristics Type of cable

UTP

Dimensional characteristics Length per reel

1000.0 ft

Number of pairs

4

Usage characteristics Field of application

Indoor

Category

Cat. 6

Fire safety

Riser Rated

Product List

=Make to order,

Part Number

Description

10032451

=Make to stock

Colour

Packaging

LANmark-1000 Riser

Grey

Reel

10032452

LANmark-1000 Riser

Grey

Box

10032454

LANmark-1000 Riser

Blue

Reel

10032455

LANmark-1000 Riser

Blue

Box

10032458

LANmark-1000 Riser

White

Reel

10032459

LANmark-1000 Riser

White

Box

10032460

LANmark-1000 Riser

Yellow

Reel

10032461

LANmark-1000 Riser

Yellow

Box

10032476

LANmark-1000 Riser

Red

Reel

10032477

LANmark-1000 Riser

Red

Box

10032478

LANmark-1000 Riser

Green

Reel

10032479

LANmark-1000 Riser

Green

Box

10032501

LANmark-1000 Riser

Violet

Box

10033815

LANmark-1000 Riser

Black

Box

10033994

LANmark-1000 Riser

Black

Reel

10035206

LANmark-1000 Riser

Cream

Box

10042063

LANmark-1000 Riser

Pink

Box

10042077

LANmark-1000 Riser

Orange

Box

10065429

LANmark-1000 Riser

Blue

Reel in a box

10065430

LANmark-1000 Riser

White

Reel in a box

10065431

LANmark-1000 Riser

Grey

Reel in a box

10065432

LANmark-1000 Riser

Yellow

Reel in a box

10065433

LANmark-1000 Riser

Green

Reel in a box

10066094

LANmark-1000 Riser

Orange

Reel in a box

10066095

LANmark-1000 Riser

Black

Reel in a box

10070406

LANmark-1000 Riser

Orange

Reel

10095375

LANmark-1000 Riser

Violet

Reel in a box = Make to order,

Version v. EPQ42011 Generated 5/7/12 - http://www.nexans.us

= Make to stock

Page 2 / 5

All drawings, designs, specifications, plans and particulars of weights, size and dimensions contained in the technical or commercial documentation of Nexans is indicative only and shall not be binding on Nexans or be treated as constituting a representation on the part of Nexans.

Contact Copper LAN Product Inquiry Phone: 717-354-6200 [email protected]

LANmark-1000 Enhanced Category 6 Riser Rated LANmark-1000 Parametric Data: Electrical

RL (dB) FREQ MHz

NEXT (dB)

PSNEXT (dB)

TIA Spec

Product Guarantee

Expected Performance

TIA Spec

Product Guarantee

Expected Performance

TIA Spec

Product Guarantee

Expected Performance

1

20.0

20.0

31.4

74.3

79.3

92.4

72.3

77.3

88.6

4

23.0

23.6

32.8

65.3

70.3

83.8

63.3

68.3

80.2

10

25.0

26.0

35.0

59.3

64.3

77.4

57.3

62.3

73.7

16

25.0

26.0

37.7

56.2

61.3

74.0

54.2

59.3

70.6

20

25.0

26.0

37.2

54.8

59.8

72.6

52.8

57.8

68.9

31.25

23.6

25.0

36.6

51.9

56.9

69.9

49.9

54.9

66.3

62.5

21.5

23.5

33.9

47.4

52.4

65.0

45.4

50.4

61.5

100

20.1

22.5

32.7

44.3

49.3

61.9

42.3

47.3

58.2

150

18.9

21.6

32.2

41.7

46.7

59.1

39.7

44.7

55.4

200

18.0

21.0

31.8

39.8

44.8

56.9

37.8

42.8

53.2

250

17.3

20.5

30.7

38.3

43.4

55.5

36.3

41.4

51.7

300

—

20.1

30.2

—

42.2

54.1

—

40.2

50.4

350

—

19.8

29.3

—

41.2

53.0

—

39.2

49.2

400

—

—

28.6

—

—

51.8

—

—

48.0

450

—

—

28.0

—

—

50.2

—

—

46.2

500

—

—

26.9

—

—

48.6

—

—

44.4

ACR (dB/100m)

IL (dB/100m)

PSACR (dB/100m)

FREQ MHz

TIA Spec

Product Guarantee

Expected Performance

TIA Spec

Product Guarantee

Expected Performance

TIA Spec

Product Guarantee

Expected Performance

1

2.0

2.0

1.7

72.3

77.3

88.8

70.3

75.3

86.8

4

3.8

3.8

3.5

61.5

66.6

78.3

59.5

64.6

76.4

10

6.0

5.9

5.6

53.3

58.4

69.6

51.3

56.4

67.8

16

7.6

7.5

7.1

48.7

53.8

65.0

46.7

51.7

63.3

20

8.5

8.4

7.9

46.3

51.4

62.4

44.3

49.4

60.7

31.25

10.7

10.6

10.0

41.2

46.4

57.8

39.2

44.3

56.1

62.5

15.4

15.3

14.3

32.0

37.1

48.4

30.0

35.1

46.8

100

19.8

19.7

18.3

24.5

29.7

41.3

22.5

27.6

39.5

150

24.7

24.5

22.6

16.9

22.2

33.9

14.9

20.2

32.2

200

29.0

28.8

26.4

10.8

16.0

27.8

8.8

14.0

26.1

250

32.8

32.6

29.7

5.5

10.8

22.8

3.5

8.7

21.1

300

—

36.1

32.7

—

6.1

18.6

—

4.1

16.8

350

—

39.4

35.5

—

1.8

14.4

—

-0.2

12.6

400

—

—

38.2

—

—

10.6

—

—

8.7

450

—

—

40.9

—

—

5.8

—

—

4.1

500

—

—

43.4

—

—

1.2

—

—

-0.2

All swept frequency values above 350 MHz are for engineering purposes only.

Version v. EPQ42011 Generated 5/7/12 - http://www.nexans.us

Page 3 / 5

All drawings, designs, specifications, plans and particulars of weights, size and dimensions contained in the technical or commercial documentation of Nexans is indicative only and shall not be binding on Nexans or be treated as constituting a representation on the part of Nexans.

Contact Copper LAN Product Inquiry Phone: 717-354-6200 [email protected]

LANmark-1000 Enhanced Category 6 Riser Rated LANmark-1000 Parametric Data: Electrical (cont)

ACRF (dB/100m)

PSACRF (dB/100m)

FREQ MHz

TIA Spec

P r o d u c t Guarantee

E x p e c t e d Performance

1

LCL/TCL

EL TCTL

TIA Spec

P r o d u c t Guarantee

E x p e c t e d Performance

P r o d u c t Guarantee

P r o d u c t Guarantee

67.8

72.8

85.9

64.8

69.8

81.7

50.0

35.0

4

55.8

60.7

74.1

52.8

57.7

70.0

44.0

23.0

10

47.8

52.8

66.2

44.8

49.8

62.1

40.0

15.0

16

43.7

48.7

62.3

40.7

45.7

57.9

38.0

10.9

20

41.8

46.8

60.5

38.8

43.8

56.0

37.0

9.0

31.25

37.9

42.9

56.5

34.9

39.9

52.2

35.1

5.1

62.5

31.9

36.8

50.5

28.9

33.8

46.6

32.0

—

100

27.8

32.8

46.4

24.8

29.8

42.7

30.0

—

150

24.3

29.3

42.8

21.3

26.3

39.2

28.2

—

200

21.8

26.7

40.0

18.8

23.7

36.5

27.0

—

250

19.8

24.8

37.8

16.8

21.8

34.2

26.0

—

300

—

23.2

36.5

—

20.2

32.7

25.2

—

350

—

21.9

35.2

—

18.9

31.3

24.6

—

400

—

—

33.8

—

—

30.0

24.0

—

450

—

—

32.0

—

—

27.8

23.5

—

500

—

—

29.9

—

—

25.6

23.0

—

All swept frequency values above 350 MHz are for engineering purposes only.

LANmark-1000 Riser UTP Physical Data Technical Data - Physical Conductor

Color Code Pair-1

White/Blue

Blue

(0.56)

Pair-2

White/Orange

Orange

(0.94)

Pair-3

White/Green

Green

Pair-4

White/Brown

Brown

23 AWG Bare Copper

Conductor diameter - in. (mm)

0.022

Insulated conductor dia.-in.(mm)

0.039

Cable diameter - in. (mm)

0.228

(5.7)

Nom. cable wt.-lb./kft. (kg/kft)

25

(11.3)

Max. installation tension - lb. (N)

25

(110)

Min. bend radius - in. (mm)

1

(25.4)

Temperature Rating (degrees C) Installation

0 to +50

Operation

-20 to +60

LANmark-1000 Riser Technical Data - Parametric Measurements Mutual Capacitance

5.6 nF/100 m max.

DC Resistance

9.38 Ohms/100 m max.

Skew

35 ns/100 m max.

Pair to Ground Unbalance

330 pF/100 m max.

Velocity of Propagation

69% nom.

DC Resistance unbalance Input Impedance

5% max. 100 ± 13% 0.772-100 MHz 100 ± [13+15log (F/100)] 100-350 MHz

Version v. EPQ42011 Generated 5/7/12 - http://www.nexans.us

Page 4 / 5

All drawings, designs, specifications, plans and particulars of weights, size and dimensions contained in the technical or commercial documentation of Nexans is indicative only and shall not be binding on Nexans or be treated as constituting a representation on the part of Nexans.

Contact Copper LAN Product Inquiry Phone: 717-354-6200 [email protected]

LANmark-1000 Enhanced Category 6 Riser Rated Supported Category 6 Applications STANDARD

APPLICATION

SPEED

IEEE 802.3

1000BASE-T

1 Gb/s

TIA/EIA-854

1000BASE-TX

1 Gb/s

ATM

155Mb/s

155 Mb/s

IEEE 802.3

100BASE-TX

100 Mb/s

CDDI IEEE 802.3

100 Mb/s 10BASE-T

10 Mb/s

Selling delivery information PLEASE NOTE: In the interest of product improvement, Berk-Tek, a Nexans company may make improvements or changes in the products, the programs or services described at any time without notice. Additionally, the information contained herein may include typographical errors or technical inaccuracies. Changes will be periodically made to address any such issues.

Version v. EPQ42011 Generated 5/7/12 - http://www.nexans.us

Page 5 / 5

All drawings, designs, specifications, plans and particulars of weights, size and dimensions contained in the technical or commercial documentation of Nexans is indicative only and shall not be binding on Nexans or be treated as constituting a representation on the part of Nexans.

Ortronics

OR-40300546

TracJack Faceplate, four-port (single gang), plastic, Fog White - OR-40300546 Ortronics Single Gang Plastic Faceplates accept front-loading TracJack modules and include two snap-in label fields

FEATURES

• • • • • •

Low profile design: Blends with most environments. Recessed label fields: Supports TIA/EIA 606 standard. Easily accepts snap-in TracJacks: Easily field configured. Front-load module approach: Improves access for future work. Textured finish: Hides future scuffs. Oval mounting holes: Assists proper alignment

Specifications

APP INSTALL INFO Mounting Hardware Included: #6-32*25 mm Screw, Binding Head (2 ea) DIMENSION INFO © 2012 Legrand

Ortronics

Height Metric: 114.3 mm Width Metric: 69.85 mm Depth Metric: 7.62 mm Height U S: 4.5" GENERAL INFO Category Performance Application: Single gang Number Of Ports: 4 -port Color: Fog White Footprint: TracJack LISTING AGENCY INFO UL E131600 BUY AMERICAN ACT COMPLIANCE Country of Origin: TAIWAN Buy American Act Status: Trade Agreement Act Compliant

© 2012 Legrand

OR-40300546

Ortronics

OR-403STJ16

TracJack faceplate, stainless, six-port (single gang) - OR-403STJ16 Ortronics single gang stainless steel faceplate accepts front-loading TracJack modules. TracJacks mount flush with faceplate and includes two snap-in label fields.

FEATURES

• Stainless steel construction • TracJack mounts flush with faceplate • Smooth low profile design • Rear plastic housing • Recessed label fields • Accepts front loading snap-in TracJacks • Front load module approach • RoHS compliant

BENEFITS

© 2012 Legrand

Ortronics

OR-403STJ16

• Addresses special applications • Aesthetically pleasing appearance • Blends with most environments • Improved jack to plate mounting; plastic on plastic • Supports TIA/EIA 606 standard • Easily field configured • Improves access for future work • Lead free

Specifications

APP INSTALL INFO Mounting Hardware Included: 6-32 x 1" screws (2 ea) DIMENSION INFO Height Metric: 114.3 mm Width Metric: 69.85 mm Depth Metric: 6.10 mm Height U S: 4.5" GENERAL INFO Category Performance Application: Single gang Number Of Ports: 6-port Color: Stainless Footprint: TracJack CONSTRUCTION INFO Component1: Stainless Steel TracJack Faceplate - Material1: 20 Gauge Stainless Steel, Finish_Plating1: #5 Brushed Component3: Designation Strip - Material3: Lexan, Finish_Plating3: Clear Component4: Designation Strip - Material4: Paper, Finish_Plating4: White Component5: Screw 6-32 x 1" flat head - Material5: Cold rolled steel 1010, Finish_Plating5: Nickel plating 15u" LISTING AGENCY INFO UL E131600 BUY AMERICAN ACT COMPLIANCE Country of Origin: TAIWAN Buy American Act Status: Trade Agreement Act Compliant

© 2012 Legrand

Ortronics

OR-42100002

TracJack Blank Modules (package of ten), Fog White - OR-42100002 Package of ten TracJack blank inserts can be used to fill unoccupied TracJack openings. These front removable blanks can be later exchanged for TracJack connectors to service future needs

FEATURES

• Snap-in design: Quick and easy installation. • Fills unoccupied TracJack openings: Holds space for future expansion.

Specifications

GENERAL INFO Color: Fog White Footprint: TracJack BUY AMERICAN ACT COMPLIANCE Country of Origin: TAIWAN Buy American Act Status: Trade Agreement Act Compliant © 2012 Legrand

Ortronics

© 2012 Legrand

OR-42100002

Ortronics

OR-MM6HM61RU

Mighty Mo 6 Horizontal Cable Management Panel - OR-MM6HM61RU Mighty Mo 6 Horizontal Cable Management Panel, six-port finger spacing, cover, 1 rack unit (1.75" x 19"), black

FEATURES • Six-port finger spacing provides organized management of patch cables horizontally: When used with six-port panels, encourages defined and traceable routing of individual patch cords. • Double hinged cover included: Easy to open or remove for adds, moves and changes. • Maximum ring fill capacity using Category 6 cable is 85 cables: Effectively manages 24- or 48-port panels.

Specifications

DIMENSION INFO Product Weight U S: 1.93 lbs Rack Units: 1 Height Metric: 44 mm Width Metric: 483 mm © 2012 Legrand

Ortronics

OR-MM6HM61RU

Depth Metric: 172 mm Height U S: 1.75"" CONSTRUCTION INFO Component1: Cable management base - Material1: .125 Aluminum, Finish_Plating1: Painted black Component2: Cable management fingers - Material2: GE Lexan 101, 141, Finish_Plating2: Black Component3: Clips for fingers/cover - Material3: GE Lexan 101, 141, Finish_Plating3: Black Component4: Cable management cover - Material4: .060 Aluminum, Finish_Plating4: Painted black with blue silkscreen BUY AMERICAN ACT COMPLIANCE Country of Origin: UNITED STATES OF AMERICA Buy American Act Status: Buy American Act Compliant

© 2012 Legrand

Ortronics

OR-PHD66U48

Clarity 6 48-port Category 6 patch panel, six-port modules, 19" x 3.5" - OR-PHD66U48 Clarity 6 48-port high density Category 6 patch panel is component compliant to EIA/TIA Category 6 performance requirements. It occupies two rack units, and measures 19" x 3.5". Jacks are grouped in six-port modules. Part of the Clarity 6 link and channel solution that provides significant installed performance headroom.

FEATURES • • • • • • •

ETL verified to TIA Category 6 component spec: Ensures component performance. Center tuned to Clarity 6 patch cords: More transparent mated union. Universally wired 110 termination: Supports T568A and T568B installs. New IDC housing: Handles larger Category 6 conductors. Supplied rear cable management: Supports good cabling practice. High density design: Maximizes rack utilization. RoHS compliant: Lead free.

Specifications

DIMENSION INFO Height Metric: 88.9 mm Width Metric: 482.6 mm © 2012 Legrand

Ortronics

OR-PHD66U48

Cable Diameter Range: 22-26 AWG Depth Metric: 31.75 mm Height U S: 3.5 in GENERAL INFO Mod Jack Wiring: Universal T568A/B Number Of Ports: 48 TECHNICAL INFO Performance Rating: Category 6 Category Rating: Category 6 CONSTRUCTION INFO Component1: Panel - Material1: .094" Aluminum, Finish_Plating1: Painted black texture with blue silkscreen Component4: Array of eight modular dual reactance Category 6 contacts - Material4: Beryllium Copper, Finish_Plating4: Nickel plating and a minimum of 50 micro inches of selective gold plating in contact area Component5: IDC contacts (low noise) - Material5: Phosphor Bronze, Finish_Plating5: Nickel plating with tin over plate LISTING AGENCY INFO ETL 3013270-004 FCC UL E131600 BUY AMERICAN ACT COMPLIANCE Country of Origin: MEXICO Buy American Act Status: Trade Agreement Act Compliant

© 2012 Legrand

Ortronics

OR-TJ600

Clarity 6 TracJack, T568A/B, 180 degree, Fog White - OR-TJ600 Clarity 6 TracJack, ETL verified to TIA Category 6 component specification. Front-loading and front removable. New universal T568A/B wiring label and tapered wiring towers simplify termination. Center tuned to Clarity 6 patch cords for optimum performance

FEATURES • • • • • • •

ETL Verified to Category 6 component standard: Ensures standards compliance. Center tuned design: Transparent interface with Clarity 6 cords. Easy lace IDC housing: Reduces wiring time. Easy to follow universal wiring label: Quick and user-friendly, eliminates confusion. Standard TracJack footprint: Fits in all TracJack faceplates and housings. Front removable: Less intrusive access for adds, moves, changes. Icon compatible, C6 Marking on jack face: Supports 606 designation requirements.

Specifications

DIMENSION INFO Height Metric: 23.37 mm Width Metric: 18.54 mm © 2012 Legrand

Ortronics

OR-TJ600

Depth Metric: 26.92 mm Height U S: .92" GENERAL INFO Category Performance Application: Category 6/UTP Color: Fog White Footprint: TracJack TECHNICAL INFO Wire Gauge: 22-26 AWG Category Rating: Category 6 CONSTRUCTION INFO Component2: Array of eight modular dual reactance Category 6 contacts - Material2: Beryllium copper, Finish_Plating2: Nickel plating and a minimum of 50 micro inches of selective gold plating in contact area Component3: IDC contacts (Low noise) - Material3: Phosphor bronze, Finish_Plating3: Nickel plating with tin over plate LISTING AGENCY INFO ETL 3013270-003 FCC UL E131600 BUY AMERICAN ACT COMPLIANCE Country of Origin: MEXICO Buy American Act Status: Trade Agreement Act Compliant

© 2012 Legrand