Fairbanks North Star Boroughfnsb.us/gs/PastBidDocuments/18039 Final Addendum 4.pdf ·...

Fairbanks North Star Borough

General Services

907 Terminal Street PO Box 71267 • Fairbanks, Alaska 99707-1267

(907) 459-1297 • FAX 459-1100 Email: [email protected]

AMENDMENT NO. FOUR IFB NO. 18039

North Pole Middle School Mechanical Systems Replacement and Upgrades

May 1, 2018

Invitation to Bid Number: 18039 Opening Date and Time: 5/22/2018 2:00 P.M. The following changes, clarifications, and or additions are hereby made to IFB Number 18039. BID DOCUMENTS AD4-1 2, Bid Form, DELETE in its entirety; REPLACE with Revised Bid Form

attached. AD4-2 Page 22, Standard Form of Agreement DELETE in its entirety; REPLACE with

Standard Form of Agreement attached. AD4-3 Page 93, Laborers’ & Mechanics’ Minimum Rates of Pay (Effective 9/01/17)

DELETE in its entirety; REPLACE with Laborers’ & Mechanics’ Minimum Rates of Pay (Effective 4/1/18).

AD4-4 Page 133, Technical Specifications Index, DELETE in its entirety, REPLACE

with Technical Specifications Index attached. TECHNICAL SPECIFICATIONS AD4-5 Section 011000 Summary DELETE in its entirety. REPLACE with Section

011000 Summary attached. AD4-6 Section 013516 Alteration Project Procedures DELETE in its entirety.

REPLACE with Section 013516 Alteration Project Procedures attached. AD4-7 Section 016000 Product Requirements DELETE in its entirety. REPLACE with

Section 016000 Product Requirements attached.

AD4-8 Section 019100 Commissioning ADD attached Section 019100 Commissioning.

mailto:[email protected]

2

AD4-9 Section 20 05 11 Common Submittal Requirements for Mechanical, Part 2.1.A

DELETE in its entirety.

AD4-10 Section 21 13 00 Fire Suppression Sprinkler System, Part 1.4 System Design,

ADD

“G. Special occupancy, area or materials:

1. Provide fire protection systems to accommodate the following uses or

materials: Provide HC-2 protection in Boiler Room 108 and Generator Room

104 if Alternate 1 is not awarded.

H. Hydrant Flow Data: 1. Flow data at hydrant 54 located at the Northeast corner of the building on

07/12/2017 was Static 88 psi, flow 1186 gpm at 72 psi residual pressure.

2. Flow data at hydrant 55 located Southeast of the building on 07/12/2017

was Static 74 psi, flow 1244 gpm at 65 psi residual pressure.

3. Flow data at hydrant 56 located at the Southwest of the building on

07/12/2017 was Static 90 psi, flow 1278 gpm at 80 psi residual pressure.”

AD4-11 Section 23 08 00 Commissioning of HVAC ADD Section 23 08 00

Commissioning of HVAC attached.

AD4-12 Amendment One item AD1-15, DELETE in its entirety; REPLACE with “AD1-15

Section 23 09 23 Direct Digital Control System for HVAC Part 1.2.E.4. No

substitutions.”

AD4-13 Amendment One item AD1-30 DELETE in its entirety.

AD4-14 Section 23 09 93 Control Systems Sequence of Operations, Part 1.3.A.1.b.

DELETE “Fire boiler stages in LO, HI, LO sequence, lead boiler stage 1, lead

boiler stage 2, lag boiler stage 1, lag boiler stage 2, to maintain setpoint

according to the following reset schedule.” REPLACE with “Enable lead boiler

to fully modulate, then lag boiler to fully modulate to maintain setpoint according

to the following reset schedule.”

AD4-15 Section 23 09 93 Control Systems Sequence of Operations, Part 1.3.B.1.d.

DELETE “Coordinate with 23 13 13.”

AD4-16 Section 23 09 93 Control Systems Sequence of Operations, Part 1.7.C. Exterior

Lighting: ADD “2. Connect to existing lighting contactors located in room J5

Custodial and two contactors located in room 133A.”

3

AD4-17 Section 23 09 93 Control Systems Sequence of Operations, Part 1.7.D.

Headbolt Heater Circuits, ADD “3. Connect to existing headbolt contactors

located in the parking lot.”

AD4-18 Section 23 11 13 Facility Fuel Oil Piping, Part 2.1.A.1., DELETE “Steel fittings

with socket welded joints or malleable iron or steel fittings with screwed joints.”

REPLACE with “Steel fittings with socket welded joints.”

AD4-19 Section 23 11 13 Facility Fuel Oil Piping, Part 2.3.A, DELETE “Line size, brass

body, vitron seat, continuous duty molded class F coil, normally closed, UL

approved. ASCO Red Hat for fuel oil service or equal.” REPLACE with “Line

size, brass body, vitron seat, continuous duty molded class F coil, normally

closed, FM approved. ASCO Red Hat for fuel oil service or equal.”

AD4-20 Section 23 21 13 Hydronic Piping, Part 1.2 Submittals, ADD

“C. Grooved Piping Training Certificates.

D. “Shop drawings of grooved joint or polypropylene piping systems, including

seismic design, anchor and guide locations, seismic details, joint type and

locations, and expansion compensation.”

AD4-21 Section 23 21 13 Hydronic Piping, Part 2.1.C. ADD “Provide design of thermal

expansion.”

AD4-22 Section 23 21 13 Hydronic Piping, Part 2.1. Pipe and Fittings, ADD

“D. At contractor’s option provide grooved Schedule 40 black steel piping with

Victaulic fittings:

1. Factory grooved piping 2. For piping grooved in the field:

a. Grooved piping installation contractor to provide Victaulic Factory trained technicians for installation of grooved pipe and fittings. b. Provide 20 year no cost to owner manufacturer warranty from Victaulic for the Victaulic piping system. Warranty to include labor, materials, and costs to repair or replace any part of the mechanical system or any part of the building damaged as a direct result of the failure of the product or as part of the repair or replacement of the product. c. Provide third party inspection on all field grooved piping prior to installation. d. Provide inspection by Victaulic after installation and to verify proper installation prior to issuing warranty.

3. Provide grooved end couplings with EPDM gasket rated for use with glycol.

4

4. Provide seismic design and anchor and guide locations and details per specification 20 05 48 Seismic Controls for Mechanical. Provide design of system thermal expansion.

5. Couplings to be rigid or flexible as required to accommodate seismic and thermal expansion loads and movement. 6. If grooved piping and couplings are used, grooved end valves and

accessories such as balancing cocks, strainers, and suction diffusers are acceptable.”

AD4-23 Section 23 21 13 Hydronic Piping, Part 3.1 Installation ADD

“E. For polypropylene piping, install fittings and joints using socket-fusion,

electrofusion, or butt fusion as applicable for the fitting or type. All fusion-

weld joints shall be made in accordance with the manufacturer’s

specifications. Joint preparation, setting and alignment, fusion process,

cooling times, and working pressure shall be in accordance with the

manufacturer’s installation instructions.”

DRAWINGS AD4-24 A222 – DELETE in its entirety; REPLACE with A222 attached.

AD4-25 A232 – ADD AD4-25 Detail 5 Section Detail – Pipe Penetration, attached.

AD4-26 A501 – ADD AD4-26 Detail 5 Exterior Section Detail Boiler Stack Penetration

Infill, attached.

AD4-27 M202 – ADD AD4-27 Detail 1 First Floor South Ventilation Plan, attached.

AD4-28 A201 –General Note 3 DELETE: “Exposed Mechanical and electrical systems

replaced, modified, altered, and reinstalled to be painted to match existing. This

includes but is not limited to: Ductwork, piping, piping insulation, sprinkler

piping, conduit, wire mold, support brackets, suspension systems, louvers,

railing, soffits, and access panels.” REPLACE with “Exposed Mechanical and

electrical systems replaced, modified, altered, and reinstalled within occupied

spaces to be painted to match existing. This includes but is not limited to:

Ductwork, piping, piping insulation, sprinkler piping, conduit, wire mold, support

brackets, suspension systems, louvers, railing, soffits, and access panels.”

AD4-29 A202 Note 6 – DELETE: “Patch wall at demolished boiler stacks, 3 each at 18”

Diameter. See M102 for mechanical details. Match Existing construction”;

REPLACE with “Patch wall at demolished boiler stacks, 3 each at 18” Diameter

per detail 5/A501. See M102 for mechanical details. Match Existing

construction”

5

AD4-30 M231 – ADD AD4-30 Detail 1 Ventilation Roof Plan and General Notes,

attached

AD4-31 M202 – ADD detail reference to 1/M341 in Boiler Room 108.

AD4-32 M221 – DELETE the 46/26 duct smoke detector shown in Fan Room F400.

AD4-33 M240 – DELETE in its entirety, REPLACE with M240 attached.

AD4-34 M250 – DELETE Detail 2 Enlarged Mechanical Room 201; REPLACE with

AD4-34 Detail 2 Enlarged Mechanical Room 201, attached.

AD4-35 M231 – DELETE note “Cut approximate 68/82 opening for HRV-4 installation

and patch” REPLACE with “At contractor’s option, HRV-4 may be installed

through roof, and assembled in mechanical room 232A, cut approximate 68/82

opening and patch”.

AD4-36 M231, Amendment One, Item AD1-62 DELETE in its entirety.

AD4-37 M341 Detail 5 – ADD note where ¾”FOS connects to existing “Provide fusible

link valve.”

AD4-38 M411 – ADD General Note “3. Contractor to field verify actual sprinkler head

locations. See 1975 and 1992 record drawings for reference.”

AD4-39 M421 – ADD General Note “3. Contractor to field verify actual sprinkler head

locations. See 1975 and 1992 record drawings for reference.”

AD4-40 E101 & E201 General Notes 1. DELETE “Power for existing unit heaters to be

preserved for reconnection to new units provided in mechanical design.”

REPLACE with “Preserve existing power circuits and controls to unit heaters

for reconnection to complement of new units UH-1 (2), UH-2 (4), CUH-1 (1)

CUH-2 (1) and CUH-3 (8), as provided per Mechanical design. Refer to

Drawing 1/E201 for new work.”

AD4-41 E202 Detail 3, General Note 4: DELETE “Where motor controllers or VFD units

are shown on the drawings, these are representative locations where final

locations and coordination of these devices will be determined by the

implementation contractor. Electrical contractor shall coordinate with the

Project Name: NPMS Mechanical System Replacement & Upgrades Project No.: 13-NPMPRJ-1

IFB No.: 18039

S6 / BID FORM (1/98)

W:\Public Works\PROJECTS\13\13NPMPRJ01 (Mech Sys Replace & Upgrade)\Bidding\IFB No. 18039 Bid Document.docxPage 1 of 3

REVISED BID FORM

("Bidder"),

doing business as

[(a corporation, organized and existing under the laws of the State of or (a limited liability company) or (a partnership) or (a joint venture) or (an individual); please select one], hereby submits to the Fairbanks North Star Borough, Fairbanks, Alaska ("Owner") a bid for all work required to complete NPMS Mechanical System Replacement & Upgrades identified as Fairbanks North Star Borough Project #13-NPMPRJ-1 and identified in Invitation to Bid #18039.

1. The Bidder, in compliance with the Borough's requirements for Invitation for Bids for the construction of the project indicated above, has examined the plans, specifications with related documents, and the conditions at the site of the proposed project, including the availability of materials and labor, utilities, and proposes to furnish all labor, material, and equipment required for the project in accordance with the contract documents, within the time limits set forth in those documents, and at the prices stated below. These prices cover all expenses incurred in performing the work under the contract documents.

2. The Bidder agrees to commence work upon receipt of a written "Notice to Proceed" from the Owner

and to fully complete the project within the time stated in the specifications. The Bidder agrees to pay damages to the Borough as provided in Article 3.3 of the Agreement.

3. The Bidder represents to the Borough that the Bidder has relied upon no oral representations from the Borough or its consultants in the preparation of this bid and acknowledges receipt of the following addenda:

4. The Bidder agrees that if a contract is awarded for this project, the contract price will be determined from the base bid item(s) plus additive alternatives to the extent of the availability of funds for this project, as determined by the Owner.

5. The Bidder furnishes the enclosed bid guaranty, in the sum of not less than five percent (5%) of the amount of the bid, to the Owner as a guarantee that:

a. the Bidder will execute the agreement.

b. within ten (10) days after the contract award, the Bidder agrees to execute the standard form of

agreement and to furnish 1) a performance bond in an amount equal to one hundred percent (100%) of the contract amount, 2) a labor and material payment bond in an amount equal to one hundred percent (100%) of the contract amount, 3) the certificates of insurance as provided in Article 5 of the General Conditions, 4) a copy of his current Alaska contractor's license, and 5) a copy of his current Alaska business license.

Unless the Borough has received and approved prior notification of delays, the Borough has the option to cancel this award and negotiate with the next low bidder if the executed Standard Form of Agreement, bonds and licenses listed above are not furnished within ten (10) days after the contract award. Should the Borough exercise this option, the Bidder’s guaranty shall be forfeited as a liquidated damage, not as a penalty to the Borough.


IFB No.: 18039



6. [For Projects with a Local Bidders Preference Only (see paragraph 21 of Instruction for Bidders)]. The bidder certifies that:

(check only one)

The bidder is a firm that qualifies for a preference as a local bidder as defined by FNSB 16.04.010.

The bidder is not a local bidder, but is a firm that qualifies as an Alaska business under FNSB

16.16.050.

The bidder does not qualify as either a local bidder or an Alaska business under the FNSB

Code.

(Failure to check any box shall be a waiver by the bidder of any local preference allowed under the FNSB code)

7. Price Schedule and Base Bid Computation:

Prices for all items shown following, including both unit price and fixed price items, are complete prices for all work directly allocable to the items including, but not limited to, supervision, coordination, mobilization and demobilization, equipment, labor, materials, freight, services, permits, transportation, and overhead.

PRICE SCHEDULE AND COMPUTATION OF BID

BASE BID (lump sum): $ (numbers)

( dollars)

(words)

ADDITIVE ALTERNATE 1 (lump sum): Provide new generator, associated electrical service and

distribution equipment, and deregulate the existing underground fuel storage tank.

$ (numbers)

( dollars)

(words)


IFB No.: 18039



BIDDER:

Authorized Signature Date

Title Phone # Fax #

Address City State Zip

Attest by Corporate Secretary (if applicable)

(CORPORATE SEAL)

Contractor's License No.: AK Business License No.:

Contractor’s Email:

End of Bid Form


IFB No.: 18039

S11 / STANDARD FORM OF AGREEMENT 1/98


STANDARD FORM OF AGREEMENT

FAIRBANKS NORTH STAR BOROUGH CONTRACT DATE: DEPARTMENT OF PUBLIC WORKS PROJECT No.: 13-NPMPRJ-1 PROJECT NAME: NPMS Mechanical System Replacement & Upgrades IFB No.: 18039

CONTRACT NUMBER: CONTRACT AMOUNT:

This document has important legal consequences; consultation with an attorney is encouraged with respect to its completion or modification.

The parties to this Agreement are: the FAIRBANKS NORTH STAR BOROUGH, 907 Terminal Street, PO Box 71267, Fairbanks, AK 99707

("OWNER"), and , ("CONTRACTOR").

The parties agree as follows:

ARTICLE 1 - WORK

The CONTRACTOR will complete all work as shown in the contract documents. The Work consists of, but is not necessarily limited to:

new mechanical and electrical systems, including boilers, hydronic piping, pumps, HRV's, DDC controls, electrical service, emergency generator installation, and deregulation of the existing underground fuel storage tank.

As a condition of the bid, the successful bidder will be required to submit, within 10 days of receipt of the Notice of Award, product data and shop drawing submittals on materials and equipment deemed critical to completing the project within the project schedule.

ARTICLE 2 - PROJECT MANAGER

The OWNER's representative for this project is Jerry Kreofsky, who will act as the ENGINEER in connection with the project.

ARTICLE 3 - CONTRACT TIME

3.1 Time of the Essence

A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness

for final payment as stated in the Contract Documents are of the essence of the Contract.

3.2 Dates for Substantial Completion and Final Payment

A. The Work will be substantially completed on or before August 1, 2019 and completed and

ready for final payment in accordance with paragraph 14.07 of the General Conditions on or before August 21, 2019.


IFB No.: 18039



3.3 Damages

A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.2 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The CONTRACTOR and OWNER agree a failure to complete the work as described herein constitutes a substantial violation of the Contract Documents as described in Paragraph 15.02.A.4 of the General Conditions. However, without prejudice to any other remedies, at the OWNER’s sole option, the CONTRACTOR may retain the right to complete the Work, provided CONTRACTOR shall pay OWNER any damages for delay.

ARTICLE 4 - CONTRACT PRICE

4.1 The OWNER will pay the CONTRACTOR, for completion of the Work in accordance with the Contract Documents, an amount in current funds equal to the sum of the amounts determined pursuant to paragraphs 4.1.A, and 4.1.B below subject to adjustment by modifications as provided in the contract documents:

A. For all Work other than Unit Price Work, a Lump Sum of:

dollars

word(s)

( ) $number

All specific cash allowances are included in the above price and have been computed in accordance with paragraph 11.02 of the General Conditions.

B. For all Unit Price Work, an amount equal to the sum of the established unit price for each separately identified item of Unit Price Work times the estimated quantity of that item as indicated in the paragraph 4.1.B:

Estimated Total No. Item Quantity Unit Price Estimated

No Unit Price Bid Items This Contract

TOTAL OF ALL UNIT PRICES Zero $ 0.00 (dollars)

(use words)

As provided in paragraph 11.03 of the General Conditions, estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by ENGINEER as provided in paragraph 9.08 of the General Conditions. Unit prices have been computed as provided in paragraph 11.03 of the General Conditions.

ARTICLE 5 - PAYMENT SCHEDULE


IFB No.: 18039



The CONTRACTOR shall, not more than once a month, submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions.

5.1 Prior to Final Completion OWNER will make progress payments on account of the Contract Price on the basis of CONTRACTOR’s Applications for Payment as approved and less any retainage as provided in Article 14 of the General Conditions.

5.2 The OWNER, upon recommendation of the ENGINEER, shall make final payment of all money due

on this agreement within thirty (30) days of completion and acceptance by the OWNER as provided in paragraph 14.07 of the General Conditions, subject however, to any offsets or damages sustained by the OWNER.

ARTICLE 6 - CONTRACT DOCUMENTS

The contract documents which comprise the contract between the BOROUGH and the CONTRACTOR are made a part of this Agreement and consist of the following:

6.1 This Agreement (pages 1 through 5, inclusive).

6.2 Contract documents consisting of:

a. Performance Bond (pages 1 to 2 inclusive), b. Payment Bond (pages 1 to 2 inclusive), c. General Conditions, EJCDC Document 1910-8 (1996 Edition), 1996 Ed. (pages 1 through 42,

inclusive), d. Supplementary Conditions (pages 1 to 21, inclusive), e. Special Provisions (pages 1 to 2, inclusive), f. Laborers’ and Mechanics’ Minimum Rates of Pay dated 9/1/17 (pages 1 to 39, inclusive), g. Technical Specifications as listed in the index of bidding documents of the Project Manual (total

of 619 pages), h. Drawings consisting of a cover sheet and sheets numbered G001 through E700, inclusive, with

each sheet bearing the following general title: NPMS Mechanical System Replacement & Upgrades.

6.3 Exhibits to this agreement consisting of:

A. Notice to Proceed (1 page) B. Contractor’s Bid Form (pages 1 to 3, inclusive) C. Documentation submitted by CONTRACTOR prior to Notice of Award

6.4 Addenda:

6.5 Accepted alternates: 6.6 Any modifications, including change orders, duly delivered after execution of this Agreement.

6.7 There are no Contract Documents other than those listed above in this Article 6.

ARTICLE 7 - MISCELLANEOUS 7.1 Neither the OWNER nor the CONTRACTOR, without prior written consent of the other, shall assign

in whole or in part his interest under any of the contract documents; specifically, the CONTRACTOR shall not assign any money due or to become due without the prior written consent of the OWNER.


IFB No.: 18039



7.2 The OWNER and the CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to all duties contained in the contract documents.

7.3 The contract documents constitute the entire agreement between the BOROUGH and the CONTRACTOR, they supersede all prior negotiations, and may be altered or amended, only by a duly executed written instrument.

7.4 Terms used in this Agreement will have the meanings indicated in the General Conditions.

7.5 Any provision or part of the contract documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision.

7.6 The failure of the OWNER to insist upon the performance of any of the terms and conditions of this Agreement, or the waiver of any breach of any of the terms and conditions of this Agreement, shall not be construed as thereafter waiving any such terms and conditions.

ARTICLE 8 - CONTRACTOR’S REPRESENTATIONS

8.1 In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations;

A. CONTRACTOR has examined and carefully studied the Contract Documents and the other

related data identified in the Bidding Documents.

B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work.

C. CONTRACTOR is familiar and will comply with all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work.

D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site which have been identified in the Special Provisions and (2) reports and drawings of Hazardous Environmental Condition, if any, at the Site which has been identified in the Special Provisions.

E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, method, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, including applying the specific means, methods, techniques, sequences and procedures of construction, if any expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto.

F. CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents.

G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents.

H. CONTRACTOR has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract


IFB No.: 18039



Documents, and all additional examinations, investigations, explorations, tests studies and data with the Contract Documents.

I. CONTRACTOR has given OWNER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by OWNER is acceptable to CONTRACTOR.

J. The Contract Documents are generally sufficient to indicate and convey the understanding of all terms and conditions for performance and furnishing of the Work.

ARTICLE 9 - OTHER PROVISIONS

[This section intentionally left blank]

ACCEPTED

BY: Contractor (Signature) Title

Print or Type Name of Signatory Date

(CORPORATE SEAL)

ATTEST: Corporate Secretary (if applicable) Date

Note: If CONTRACTOR is a Limited Liability Company or a Partnership, attach evidence of authority to sign.

APPROVED

BY: Fairbanks North Star Borough Public Works Director Date

APPROVED

BY: Fairbanks North Star Borough Attorney Date

APPROVED

BY: Fairbanks North Star Borough Mayor Date

ATTEST BY:

Fairbanks North Star Borough Clerk Date

Distribution:

SIGNED ORIGINALS TO: FNSB Clerk's Office

COPIES TO: Contractor, Project File, General Services Dept.,Risk Management

End of Standard Form of Agreement

- This page intentionally left blank -

Department of Labor and Workforce Development

Office of the Commissioner

Post Office Box 111149 Juneau, Alaska 99811

Main: 907.465.2700 fax: 907.465-2784

April 1, 2018 TO ALL CONTRACTING AGENCIES: At the Alaska Department of Labor and Workforce Development, our goal is putting Alaskans to work. This pamphlet is designed to help contractors awarded public construction contracts understand the most significant laws of the State of Alaska pertaining to prevailing wage and resident hire requirements. This pamphlet identifies current prevailing wage rates and resident hire classifications for public construction contracts (any construction projects awarded for the State of Alaska or its political subdivisions, such as local governments and certain non-profit organizations). Because these rates may change, this publication is printed in the spring and fall of every year, so please be sure you are using the appropriate rates. The rates published in this edition become effective April 1, 2018. All projects with a final bid date of April 11, 2018, or later, must pay the prevailing wage rates contained in this pamphlet. As the law now provides, these rates will remain stable during the life of a contract or for 24 calendar months, whichever is shorter. The 24-month period begins on the date the prime contract is awarded. Upon expiration of the initial 24-month period, the latest wage rates issued by the department shall become effective for a subsequent 24-month period or until the original contract is completed, whichever occurs first. This process shall be repeated until the original contract is completed. The term “original contract” means the signed contract that resulted from the original bid and any amendments, including changes of work scope, additions, extensions, change orders, and other instruments agreed to by the parties that have not been subject to subsequent open bid procedures. If a higher federal rate is required due to partial federal funding or other federal participation, the higher rate must be paid. For additional copies of this pamphlet, contact the nearest office of the Division of Labor Standards and Safety, Wage and Hour office or the Web address at: http://labor.state.ak.us/lss/pamp600.htm For questions regarding prevailing wage or employment preference requirements, please contact the nearest Wage and Hour office. These offices are listed on Page xi. Sincerely, Heidi Drygas Commissioner

ii

Table of Contents Excerpts from Alaska Law

Sec. 36.05.005. Applicability ........................................................................................................................... .iii

Sec. 36.05.010. Wage rates on public construction. ......................................................................................... iii

Sec. 36.05.040. Filing schedule of employees, wages paid and other information .......................................... iii

Sec. 36.05.045. Notice of work and completion; withholding of payment ...................................................... iii

Sec. 36.05.060. Penalty for violation of this chapter ........................................................................................ iv

Sec. 36.05.070. Wage rates in specifications and contracts for public works .................................................. iv

Sec. 36.05.080. Failure to pay agreed wages .................................................................................................... iv

Sec. 36.05.090. Payment of wages from withheld payments and listing contractors who violate contracts .... iv

Sec. 36.05.900. Definition.. ................................................................................................................................ v Additional Information

Laborer Classification Clarification ..................................................................................................................... v

Accommodations and Per Diem .......................................................................................................................... v

Apprentice Hiring Requirements ....................................................................................................................... vi

Apprentice Rates ............................................................................................................................................... vii

Fringe Benefit Plans .......................................................................................................................................... vii

Special Prevailing Wage Rate Determination ................................................................................................... vii

Request for Notice of Proposed Change of Labor Standards Regulations ........................................................ ix

Alaska Hire Employment Preference ................................................................................................................... x

Debarment List .................................................................................................................................................. xi Wage Rates ............................................................................................................................... Pages 1-25 Note to Readers: The statutes and administrative regulations listed in this publication were taken from the official codes, as of the effective date of the publication. However, there may be errors or omissions that have not been identified and changes that occurred after the publication was printed. This publication is intended as an informational guide only and is not intended to serve as a precise statement of the statutes and regulations of the State of Alaska. To be certain of the current laws and regulations, please refer to the official codes.

iii

EXCERPTS FROM ALASKA LAW (The following statute (36.05.005) applies to projects bid on or after October 20, 2011) Sec. 36.05.005. Applicability. This chapter applies only to a public construction contract that exceeds $25,000. Sec. 36.05.010. Wage rates on public construction. A contractor or subcontractor who performs work on a public construction contract in the state shall pay not less than the current prevailing rate of wages for work of a similar nature in the region in which the work is done. The current prevailing rate of wages is that contained in the latest determination of prevailing rate of wages issued by the Department of Labor and Workforce Development at least 10 days before the final date for submission of bids for the contract. The rate shall remain in effect for the life of the contract or for 24 calendar months, whichever is shorter. At the end of the initial 24-month period, if new wage determinations have been issued by the department, the latest wage determination shall become effective for the next 24-month period or until the contract is completed, whichever occurs first. This process shall be repeated until the contract is completed. Sec. 36.05.040. Filing schedule of employees, wages paid, and other information. All contractors or subcontractors who perform work on a public construction contract for the state or for a political subdivision of the state shall, before the Friday of every second week, file with the Department of Labor and Workforce Development a sworn affidavit for the previous reporting period, setting out in detail the number of persons employed, wages paid, job classification of each employee, hours worked each day and week, and other information on a form provided by the Department of Labor and Workforce Development. Sec. 36.05.045. Notice of work and completion; withholding of payment.

(a) Before commencing work on a public construction contract, the person entering into the contract with a contracting agency shall designate a primary contractor for purposes of this section. Before work commences, the primary contractor shall file a notice of work with the Department of Labor and Workforce Development. The notice of work must list work to be performed under the public construction contract by each contractor who will perform any portion of work on the contract and the contract price being paid to each contractor. The primary contractor shall pay all filing fees for each contractor performing work on the contract, including a filing fee based on the contract price being paid for work performed by the primary contractor’s employees. The filing fee payable shall be the sum of all fees calculated for each contractor. The filing fee shall be one percent of each contractor’s contract price. The total filing fee payable by the primary contractor under this subsection may not exceed $5,000. In this subsection, “contractor” means an employer who is using employees to perform work on the public construction contract under the contract or a subcontract.

(b) Upon completion of all work on the public construction contract, the primary contractor shall file with the Department of Labor and Workforce Development a notice of completion together with payment of any additional filing fees owed due to increased contract amounts. Within 30 days after the department’s receipt of the primary contractor’s notice of completion, the department shall inform the contracting agency of the amount, if any, to be withheld from the final payment.

(c) A contracting agency (1) may release final payment of a public construction contract to the extent that the agency has

received verification from the Department of Labor and Workforce Development that (A) the primary contractor has complied with (a) and (b) of this section; (B) the Department of Labor and Workforce Development is not conducting an

investigation under this title; and (C) the Department of Labor and Workforce Development has not issued a notice of

a violation of this chapter to the primary contractor or any other contractors working on the public construction contract; and

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(2) shall withhold from the final payment an amount sufficient to pay the department’s estimate of what may be needed to compensate the employees of any contractors under investigation on this construction contract, and any unpaid filing fees.

(d) The notice and filing fee required under (a) of this section may be filed after work has begun if (1) The public construction contract is for work undertaken in immediate response to an emergency;

and (2) The notice and fees are filed not later than 14 days after the work has begun.

(e) A false statement made on a notice required by this section is punishable under AS 11.56.210. Sec. 36.05.060. Penalty for violation of this chapter. A contractor who violates this chapter is guilty of a misdemeanor and upon conviction is punishable by a fine of not less than $100 nor more than $1,000, or by imprisonment for not less than 10 days nor more than 90 days, or by both. Each day a violation exists constitutes a separate offense. Sec. 36.05.070. Wage rates in specifications and contracts for public works.

(a) The advertised specifications for a public construction contract that requires or involves the employment of mechanics, laborers, or field surveyors must contain a provision stating the minimum wages to be paid various classes of laborers, mechanics, or field surveyors and that the rate of wages shall be adjusted to the wage rate under AS 36.05.010.

(b) Repealed by §17 ch 142 SLA 1972. (c) A public construction contract under (a) of this section must contain provisions that

(1) the contractor or subcontractors of the contractor shall pay all employees unconditionally and not less than once a week;

(2) wages may not be less than those stated in the advertised specifications, regardless of the contractual relationship between the contractor or subcontractors and laborers, mechanics, or field surveyors;

(3) the scale of wages to be paid shall be posted by the contractor in a prominent and easily accessible place at the site of the work;

(4) the state or a political subdivision shall withhold so much of the accrued payments as is necessary to pay to laborers, mechanics, or field surveyors employed by the contractor or subcontractors the difference between

(A) the rates of wages required by the contract to be paid laborers, mechanics, or field surveyors on the work; and

(B) the rates of wages in fact received by laborers, mechanics, or field surveyors. Sec. 36.05.080. Failure to pay agreed wages. Every contract within the scope of AS 36.05.070 shall contain a provision that if it is found that a laborer, mechanic, or field surveyor employed by the contractor or subcontractor has been or is being paid a rate of wages less than the rate of wages required by the contract to be paid, the state or its political subdivision may, by written notice to the contractor, terminate the contractor’s right to proceed with the work or the part of the work for which there is a failure to pay the required wages and to prosecute the work to completion by contract or otherwise, and the contractor and the contractor’s sureties are liable to the state or its political subdivision for excess costs for completing the work. Sec. 36.05.090. Payment of wages from withheld payments and listing contractors who violate contracts.

(a) The state disbursing officer in the case of a state public construction contract and the local fiscal officer in the case of a political subdivision public construction contract shall pay directly to laborers, mechanics, or field surveyors from accrued payments withheld under the terms of the contract the wages due laborers, mechanics, or field surveyors under AS 36.05.070.

(b) The state disbursing officer or the local fiscal officer shall distribute to all departments of the state government and to all political subdivisions of the state a list giving the names of persons who have disregarded their obligations to employees. A person appearing on this list and a firm, corporation,

v

partnership, or association in which the person has an interest may not work as a contractor or subcontractor on a public construction contract for the state or a political subdivision of the state until three years after the date of publication of the list. If the accrued payments withheld under the contract are insufficient to reimburse all the laborers, mechanics, or field surveyors with respect to whom there has been a failure to pay the wages required under AS 36.05.070, the laborers, mechanics, or field surveyors have the right of action or intervention or both against the contractor and the contractor’s sureties conferred by law upon persons furnishing labor or materials, and in the proceedings it is not a defense that the laborers, mechanics, or field surveyors accepted or agreed to accept less than the required rate of wages or voluntarily made refunds.

Sec. 36.05.900. Definition. In this chapter, “contracting agency” means the state or a political subdivision of the state that has entered into a public construction contract with a contractor.

ADDITIONAL INFORMATION LABORER CLASSIFICATION CLARIFICATION The laborer rates categorized in class code S1201-S1206 apply in one area of Alaska; the area that is south of N63 latitude and west of W138 Longitude. The laborer rates categorized in class code N1201-N1206 apply in two areas of Alaska; the Alaska areas north of N63 latitude and east of W138 longitude. The following graphic representations should assist with clarifying the applicable wage rate categories:

S1201-S1206

N1201-N1206

ACCOMMODATIONS AND PER DIEM The Alaska Department of Labor and Workforce Development has adopted a per diem requirement for blocklayers, bricklayers, carpenters, dredgemen, heat & frost insulators/asbestos workers, ironworkers, laborers, operative plasterers & cement masons, painters, piledrivers, power equipment operators, roofers, surveyors, truck

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drivers/surveyors, and tunnel workers. This per diem rate creates an allowable alternative to providing board and lodging under the following conditions:

Employer-Provided Camp or Suitable Accommodations Unless otherwise approved by the Commissioner, the employer shall ensure that a worker who is employed on a project that is 65 road miles or more from the international airport in either Fairbanks, Juneau or Anchorage or is inaccessible by road in a 2-wheel drive vehicle and who is not a domiciled resident of the locality of the project shall receive meals and lodging. Lodging shall be in accordance with all applicable state and federal laws. In cases where the project site is not road accessible, but the employee can reasonably get to the project worksite from their permanent residence within one hour, the Commissioner may waive these requirements for that employee upon a written request from the employer. The term “domiciled resident” means a person living within 65 road miles of the project, or in the case of a highway project, the mid-point of the project, for at least 12 consecutive months prior to the award of the project. However, if the employer or person provides sufficient evidence to convince the department that a person has established a permanent residence and an intent to remain indefinitely within the distance to be considered a “domiciled resident,” the employer shall not be required to provide meals and lodging or pay per diem. Where the employer provides or furnishes board, lodging or any other facility, the cost or amount thereof shall not be considered or included as part of the required prevailing wage basic hourly rate and cannot be applied to meet other fringe benefit requirements. The taxability of employer provided board and lodging shall be determined by the appropriate taxation enforcement authority. Per Diem Employers are encouraged to use commercial facilities and lodges; however, when such facilities are not available, per diem in lieu of meals and lodging must be paid at the basic rate of $75.00 per day, or part thereof, the worker is employed on the project. Per diem shall not be allowed on highway projects west of Livengood on the Elliott Highway, at Mile 0 of the Dalton Highway to the North Slope of Alaska, north of Mile 20 on the Taylor Highway, east of Chicken, Alaska, on the Top of the World Highway and south of Tetlin Junction to the Alaska-Canada border.

The above-listed standards for room and board and per diem only apply to the crafts as identified in Pamphlet 600, Laborers’ and Mechanics’ Minimum Rates of Pay. Other crafts working on public construction projects shall be provided room and board at remote sites based on the department’s existing policy guidelines. In the event that a contractor provides lodging facilities, but no meals, the department will accept payment of $36 per day for meals to meet the per diem requirements. ** NEW ** APPRENTICE HIRING REQUIREMENTS On November 5, 2015, Governor Walker signed Administrative Order No. 278 to help ensure that there is an adequate pool of well-trained Alaskan construction workers to satisfy the industry needs. AO 278 replaced AO 226 and established a 15 percent goal for hiring federally registered apprentices in certain job categories on all public construction projects awarded by the Alaska Department of Transportation and Public Facilities and the Alaska Department of Administration that exceed $2.5 million. The Order requires the commissioners of DOTPF and DOA to strive to require not less than 15 percent labor hours on a qualified project are performed by federally registered apprentices in the following classifications: Boilermakers Elevator Constructors & Mechanics Plumbers and Pipefitters Bricklayers Insulation Workers Roofers Carpenters Ironworkers Sheetmetal Workers Cement Masons Laborers Surveyors

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Culinary Workers Mechanics Sprinkler Fitters Electricians Millwrights Truck Drivers Equipment Operators Painters Tug Boat Workers Piledriving Occupations Welders A federally registered apprentice is enrolled in an apprentice training program under 29 U.S.C. 50 and 29 C.F.R. 29.1 – 29.13. Contractors will be expected to file apprentice utilization forms throughout the project or utilize the online certified payroll filing system available on the My Alaska website. A copy of AO 278 may be viewed in its entirety at http://gov.state.ak.us/admin-orders/278.html or call any Wage and Hour office to receive a copy. APPRENTICE RATES Apprentice rates at less than the minimum prevailing rates may be paid to apprentices according to an apprentice program which has been registered and approved by the Commissioner of the Alaska Department of Labor and Workforce Development in writing or according to a bona fide apprenticeship program registered with the U.S. Department of Labor, Office of Apprenticeship Training. Any employee listed on a payroll at an apprentice wage rate who is not registered as above shall be paid the journeyman prevailing minimum wage in that work classification. Wage rates are based on prevailing crew makeup practices in Alaska and apply to work performed regardless of either the quality of the work performed by the employee or the titles or classifications which may be assigned to individual employees. FRINGE BENEFIT PLANS Contractors/subcontractors may compensate fringe benefits to their employees in any one of three methods. The fringe benefits may be paid into a union trust fund, into an approved benefit plan, or paid directly on the paycheck as gross wages. Where fringe benefits are paid into approved plans, funds, or programs including union trust funds, the payments must be contributed at least monthly. If contractors submit their own payroll forms and are paying fringe benefits into approved plans, funds, or programs, the employer’s certification must include, in addition to those requirements of 8 AAC 30.020(c), a statement that fringe benefit payments have been or will be paid at least monthly. Contractors who pay fringe benefits to a plan must ensure the plan is one approved by the Internal Revenue Service and that the plan meets the requirements of 8 AAC 30.025 (eff. 3/2/08) in order for payments to be credited toward the prevailing wage obligation. SPECIAL PREVAILING WAGE RATE DETERMINATION Special prevailing wage rate determinations may be requested for special projects or a special worker classification if the work to be performed does not conform to traditional public construction for which a prevailing wage rate has been established under 8 AAC 30.050(a) of this section. Requests for special wage rate determinations must be in writing and filed with the Commissioner at least 30 days before the award of the contract. An applicant for a special wage rate determination shall have the responsibility to support the necessity for the special rate. An application for a special wage rate determination filed under this section must contain:

(1) a specification of the contract or project on which the special rates will apply and a description of the work to be performed;

(2) a brief narrative explaining why special wage rates are necessary; (3) the job class or classes involved; (4) the special wage rates the applicant is requesting, including survey or other relevant wage data to

support the requested rates; (5) the approximate number of employees who would be affected; and (6) any other information which might be helpful in determining if special wage rates are appropriate.

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Requests made pursuant to the above should be addressed to:

Director Alaska Department of Labor and Workforce Development

Labor Standards & Safety Division Wage and Hour Administration

P.O. Box 111149 Juneau, AK 99811-1149

-or-

Email: [email protected]

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LABOR STANDARDS REGULATIONS NOTICE REQUEST

If you would like to receive notices of proposed changes to regulations for Wage and Hour or Mechanical Inspection, please indicate below the programs for which you are interested in receiving such notices, print your name and email or mailing address in the space provided, and send this page to:

Alaska Department of Labor and Workforce Development

Labor Standards & Safety Division Wage and Hour Administration 1251 Muldoon Road, Suite 113 Anchorage, AK 99504-2098


For REGULATIONS information relating to any of the following: Wage and Hour Title 23 Employment Practices Wage and Hour Title 36 Public Works Employment Agencies Child Labor Employment Preference (Local Hire) Plumbing Code Electrical Code Boiler/Pressure Vessel Construction Code Elevator Code Certificates of Fitness Recreational Devices Request any of the following PUBLICATIONS by checking below: Wage and Hour Title 23 Employment Practices Public Construction Pamphlet Minimum Wage & Overtime Poster Public Construction Wage Rates Child Labor Poster Child Labor Pamphlet PLEASE NOTE: DUE TO INCREASED MAILING AND PRINTING COSTS, ONLY ONE OF EACH PUBLICATION REQUESTED WILL BE MAILED TO YOU. IF YOU WISH TO RECEIVE ADDITIONAL COPIES OR SUBSEQUENT PUBLICATIONS, PLEASE CONTACT OUR OFFICE AT (907) 269-4900. Name: ______________________________________________________ Mailing Address: ______________________________________________________

______________________________________________________

______________________________________________________

______________________________________________________

Email Address: __________________________________________________________

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DEPARTMENT OF LABOR & WORKFORCE DEVELOPMENT ALASKA EMPLOYMENT PREFERENCE INFORMATION

By authority of AS 36.10.150 and 8 AAC 30.064, the Commissioner of Labor and Workforce Development has determined the State of Alaska to be a Zone of Underemployment. A Zone of Underemployment requires that Alaska residents who are eligible under AS 36.10.140 be given a minimum of 90 percent employment preference on public works contracts throughout the state in certain job classifications. This 90 percent Alaska resident hiring preference applies on a project-by-project, craft-by-craft or occupational basis and must be met each workweek by each contractor/subcontractor in each of the following classifications: Boilermakers Electricians Laborers Roofers Bricklayers Carpenters

Engineers & Architects Equipment Operators

Mechanics Millwrights

Sheet Metal Workers Surveyors

Cement Masons Culinary Workers

Foremen & Supervisors Insulation Workers

Painters Piledriving Occupations

Truck Drivers Tug Boat Workers

Ironworkers Plumbers & Pipefitters Welders This determination became effective July 1, 2017, and remains in effect through June 30, 2019. This determination will be applied to projects with a bid submission deadline on or after July 1, 2017 and to projects previously covered by the 2015 Alaska employment preference determination. This will afford contractors an opportunity to consider the impacts of Alaska resident hire in their bids. The first person on a certified payroll in any classification is called the "first worker" and is not required to be an Alaskan resident. However, once the contractor adds any more workers in the classification, then all workers in the classification are counted, and the 90 percent calculation is applied to compute the number of required Alaskans to be in compliance. To compute the number of Alaskan residents required in a workweek in a particular classification, multiply the total number of workers in the classification by 90 percent. The result is then rounded down to the nearest whole number to determine the number of Alaskans that must be employed in that classification. If a worker works in more than one classification during a week, the classification in which they spent the most time would be counted for employment preference purposes. If the time is split evenly between two classifications, the worker is counted in both classifications. If you have difficulty meeting the 90 percent requirement, an approved waiver must be obtained before a non-Alaska resident is hired who would put the contractor/subcontractor out of compliance (8 AAC 30.081 (e) (f)). The waiver process requires proof of an adequate search for qualified Alaskan workers. Qualified Alaska residents identified through the search must be hired before waivers for non-resident workers may be granted. To apply for a waiver, contact the nearest Wage and Hour Office for instructions. Here is an example to apply the 90 percent requirement to four boilermaker workers. Multiply four workers by 90% and drop the fraction (.90 X 4 = 3.6 - .6 = 3). The remaining number is the number of Alaskan resident boilermakers required to be in compliance in that particular classification for that week. The penalties for being out of compliance are serious. AS 36.10.100 (a) states "A contractor who violates a provision of this chapter shall have deducted from amounts due to the contractor under the contract the prevailing wages which should have been paid to a displaced resident and these amounts shall be retained by the contracting agency." If a contractor/subcontractor is found to be out of compliance, penalties accumulate until they come into compliance. Contractors are responsible for determining residency status. If you have difficulty determining whether a worker is an Alaska resident, you should contact the nearest Wage and Hour Office. Contact Wage and Hour in Anchorage at (907) 269-4900, in Fairbanks at (907) 451-2886, or in Juneau at (907) 465-4842.

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Alaska Department of Labor and Workforce Development

Labor Standards & Safety Division Wage and Hour Administration

Web site: http://labor.state.ak.us/lss/pamp600.htm

Anchorage Juneau Fairbanks

1251 Muldoon Road, Suite 113 1111 W. 8th Street, Suite 302 Regional State Office Building Anchorage, Alaska 99504-2098 Juneau, Alaska 99801 675 7th Ave., Station J-1 Phone: (907) 269-4900 Phone: (907) 465-4842 Fairbanks, Alaska 99701-4593 Phone: (907) 451-2886 Email: [email protected]



DEBARMENT LIST AS 36.05.090(b) states that “the state disbursing officer or the local fiscal officer shall distribute to all departments of the state government and to all political subdivisions of the state a list giving the names of persons who have disregarded their obligations to employees.” A person appearing on the following debarment list and a firm, corporation, partnership, or association in which the person has an interest may not work as a contractor or subcontractor on a public construction contract for the state or a political subdivision of the state for three years from the date of debarment. Company Name Debarment Expires Pyramid Audio & Video, Ltd. June 19, 2018 Jeffrey P. Schneider, Individual June 19, 2018 Tim Banach, Individual February 23, 2021 Boulder Creek Electric February 23, 2021

Laborers' & Mechanics' Minimum Rates of Pay

Classification of Laborers & MechanicsClassCode BHR H&W PEN TRN Other Benefits THR

Boilermakers

A0101 Boilermaker (journeyman) 44.26 8.57 15.34 1.60 3.00 0.34 73.11VAC SAF

Bricklayers & Blocklayers

**See note on last page if remote site

A0201 Blocklayer 40.81 9.58 8.50 0.55 0.15 0.61 60.20L&M na

BricklayerMarble or Stone MasonRefractory Worker (Firebrick, Plastic, Castable, and Gunite Refractory Applications)Terrazzo WorkerTile Setter

A0202 Tuck Pointer Caulker 40.81 9.58 8.50 0.55 0.15 0.61 60.20L&M na

Cleaner (PCC)

A0203 Marble & Tile Finisher 34.79 9.58 8.50 0.55 0.15 0.61 54.18L&M na

Terrazzo Finisher

A0204 Torginal Applicator 38.83 9.58 8.50 0.55 0.15 0.61 58.22L&M na

Carpenters, Statewide


A0301 Carpenter (journeyman) 38.34 9.83 14.63 0.70 0.10 0.10 63.70L&M SAF

Lather/Drywall/Acoustical

Cement Masons, Region I (North of N63 latitude)


N0401 Group I, including: 37.88 8.21 11.80 1.18 0.10 0.00 59.17L&M na

Application of Sealing CompoundApplication of UnderlaymentBuilding, GeneralCement Mason (journeyman)Concrete

Wage benefits key: BHR=basic hourly rate; H&W=health and welfare; IAF=industry advancement fund; LEG=legal fund; L&M=labor/management fund; PEN=pension fund; SAF=safety; SUI=supplemental unemployment insurance; S&L=SUI & LEG combined; TRN=training; THR=total hourly rate;

VAC=vacation

Page 1Issue 36, Effective April 1, 2018


Cement Masons, Region I (North of N63 latitude)



Concrete PavingCurb & Gutter, SidewalkCuring of All ConcreteGrouting & Caulking of Tilt-Up PanelsGrouting of All PlatesPatching ConcreteScreed Pin SetterSpackling/Skim Coating

N0402 Group II, including: 37.88 8.21 11.80 1.18 0.10 0.00 59.17L&M na

Form Setter

N0403 Group III, including: 37.88 8.21 11.80 1.18 0.10 0.00 59.17L&M na

Concrete Saw (self-powered)Curb & Gutter MachineFloor GrinderPneumatic Power ToolsPower Chipping & BushingSand Blasting Architectural FinishScreed & Rodding Machine OperatorTroweling Machine Operator

N0404 Group IV, including: 37.88 8.21 11.80 1.18 0.10 0.00 59.17L&M na

Application of All Composition MasticApplication of All Epoxy MaterialApplication of All Plastic MaterialFinish Colored ConcreteGunite NozzlemanHand Powered GrinderTunnel Worker

N0405 Group V, including: 38.13 8.21 11.80 1.18 0.10 0.00 59.42L&M na

Plasterer

Cement Masons, Region II (South of N63 latitude)


S0401 Group I, including: 37.63 8.21 11.80 1.18 0.10 0.00 58.92L&M na


VAC=vacation

Page 2 Issue 36, Effective April 1, 2018


Cement Masons, Region II (South of N63 latitude)


S0401 Group I, including: 37.63 8.21 11.80 1.18 0.10 0.00 58.92L&M na

Application of Sealing CompoundApplication of UnderlaymentBuilding, GeneralCement Mason (journeyman)ConcreteConcrete PavingCurb & Gutter, SidewalkCuring of All ConcreteGrouting & Caulking of Tilt-Up PanelsGrouting of All PlatesPatching ConcreteScreed Pin SetterSpackling/Skim Coating

S0402 Group II, including: 37.63 8.21 11.80 1.18 0.10 0.00 58.92L&M na

Form Setter

S0403 Group III, including: 37.63 8.21 11.80 1.18 0.10 0.00 58.92L&M na

Concrete Saw (self-powered)Curb & Gutter MachineFloor GrinderPneumatic Power ToolsPower Chipping & BushingSand Blasting Architectural FinishScreed & Rodding Machine OperatorTroweling Machine Operator

S0404 Group IV, including: 37.63 8.21 11.80 1.18 0.10 0.00 58.92L&M na

Application of All Composition MasticApplication of All Epoxy MaterialApplication of All Plastic MaterialFinish Colored ConcreteGunite NozzlemanHand Powered GrinderTunnel Worker

S0405 Group V, including: 37.88 8.21 11.80 1.18 0.10 0.00 59.17L&M na

Plasterer


VAC=vacation



Culinary Workers * See note on last page

A0501 Baker/Cook 28.37 7.40 6.97 0.00 0.07 0.00 42.81LEG na

A0503 General Helper 25.05 7.40 6.97 0.00 0.07 0.00 39.49LEG na

HousekeeperJanitorKitchen Helper

A0504 Head Cook 28.97 7.40 6.97 0.00 0.07 0.00 43.41LEG na

A0505 Head Housekeeper 25.45 7.40 6.97 0.00 0.07 0.00 39.89LEG na

Head Kitchen Help

Dredgemen


A0601 Assistant Engineer 39.51 9.80 12.25 1.00 0.10 0.00 62.66L&M na

CranemanElectrical Generator Operator (primary pump/power barge/dredge)EngineerWelder

A0602 Assistant Mate (deckhand) 38.35 9.80 12.25 1.00 0.10 0.00 61.50L&M na

A0603 Fireman 38.79 9.80 12.25 1.00 0.10 0.00 61.94L&M na

A0605 Leverman Clamshell 42.04 9.80 12.25 1.00 0.10 0.00 65.19L&M na

A0606 Leverman Hydraulic 40.28 9.80 12.25 1.00 0.10 0.00 63.43L&M na

A0607 Mate & Boatman 39.51 9.80 12.25 1.00 0.10 0.00 62.66L&M na

A0608 Oiler (dredge) 38.79 9.80 12.25 1.00 0.10 0.00 61.94L&M na

Electricians

A0701 Inside Cable Splicer 39.82 13.05 13.63 0.95 0.20 0.15 67.80L&M LEG


VAC=vacation



Electricians

A0702 Inside Journeyman Wireman, including: 39.49 13.05 13.87 0.95 0.20 0.15 67.71L&M LEG

Technicians

A0703 Power Cable Splicer 54.39 13.05 18.82 0.95 0.20 0.15 87.56L&M LEG

A0704 Tele Com Cable Splicer 48.70 13.05 15.48 0.95 0.20 0.15 78.53L&M LEG

A0705 Power Journeyman Lineman, including: 52.64 13.05 18.77 0.95 0.20 0.15 85.76L&M LEG

Power Equipment OperatorTechnician

A0706 Tele Com Journeyman Lineman, including: 46.95 13.05 15.43 0.95 0.20 0.15 76.73L&M LEG

TechnicianTele Com Equipment Operator

A0707 Straight Line Installer - Repairman 46.95 13.05 15.43 0.95 0.20 0.15 76.73L&M LEG

A0708 Powderman 50.64 13.05 18.71 0.95 0.20 0.15 83.70L&M LEG

A0710 Material Handler 26.57 12.27 4.80 0.15 0.15 0.15 44.09L&M LEG

A0712 Tree Trimmer Groundman 27.54 13.05 11.82 0.15 0.15 0.15 52.86L&M LEG

A0713 Journeyman Tree Trimmer 36.21 13.05 12.08 0.15 0.15 0.15 61.79L&M LEG

A0714 Vegetation Control Sprayer 39.66 13.05 12.18 0.15 0.15 0.15 65.34L&M LEG

A0715 Inside Journeyman Communications CO/PBX 38.07 13.05 13.58 0.95 0.20 0.15 66.00L&M LEG

Elevator Workers

A0802 Elevator Constructor 38.82 15.42 16.61 0.61 0.36 4.04 75.86L&M VAC

A0803 Elevator Constructor Mechanic 55.45 15.42 16.61 0.61 0.36 6.16 94.61L&M VAC


VAC=vacation



Heat & Frost Insulators/Asbestos Workers


A0902 Asbestos Abatement-Mechanical Systems 38.68 9.24 11.01 1.20 0.12 0.00 60.25SAF na

A0903 Asbestos Abatement/General Demolition All Systems 38.68 9.24 11.01 1.20 0.12 0.00 60.25SAF na

A0904 Insulator, Group II 38.68 9.24 11.01 1.20 0.12 0.00 60.25SAF na

A0905 Fire Stop 38.68 9.24 11.01 1.20 0.12 0.00 60.25SAF na

IronWorkers


A1101 Ironworkers, including: 37.25 8.33 20.53 1.57 0.20 0.36 68.24L&M IAF

Bender OperatorsBridge & StructuralMachinery MoverOrnamentalReinforcingRiggerSheeterSignalmanStage RiggerToxic Haz-Mat WorkWelder

A1102 Helicopter 38.25 8.33 20.53 1.57 0.20 0.36 69.24L&M IAF

Tower (energy producing windmill type towers to include nacelle and blades)

A1103 Fence/Barrier Installer 33.75 8.33 20.28 1.47 0.20 0.36 64.39L&M IAF

Guard Rail Installer

A1104 Guard Rail Layout Man 34.49 8.33 20.28 1.47 0.20 0.36 65.13L&M IAF

Laborers (The Alaska areas north of N63 latitude and east of W138 longitude)


N1201 Group I, including: 30.26 8.70 17.06 1.25 0.20 0.20 57.67L&M LEG

Asphalt Worker (shovelman, plant crew)


VAC=vacation






Brush CutterCamp Maintenance LaborerCarpenter Tender or HelperChoke Setter, Hook Tender, Rigger, SignalmanConcrete Labor (curb & gutter, chute handler, curing, grouting, sack & patch, screeding)Crusher Plant LaborerDemolition LaborerDitch DiggerDumpmanEnvironmental Laborer (hazard/toxic waste, oil spill)Fence InstallerFire Watch LaborerFlagmanForm StripperGeneral LaborerGuardrail Laborer, Bridge Rail InstallerHydro-seeder NozzlemanLaborer, BuildingLandscaper or PlanterLaying of Mortarless Decorative Block (retaining walls, flowered decorative block 4 feet or less - highway or landscape work)Material HandlerPneumatic or Power ToolsPortable or Chemical Toilet ServicemanPump Man or Mixer ManRailroad Track LaborerSandblast, Pot TenderSaw TenderSlurry WorkSteam Cleaner OperatorSteam Point or Water Jet OperatorStorm Water Pollution Protection Plan Worker (SWPPP Worker - erosion and sediment control Laborer)Tank CleaningUtiliwalk & Utilidor LaborerWatchman (construction projects)Window Cleaner

N1202 Group II, including: 31.26 8.70 17.06 1.25 0.20 0.20 58.67L&M LEG

Burning & Cutting Torch


VAC=vacation






Cement or Lime Dumper or Handler (sack or bulk)Certified Erosion Sediment Control Lead (CESCL Laborer)Choker SplicerChucktender (wagon, air-track & hydraulic drills)Concrete Laborer (power buggy, concrete saws, pumpcrete nozzleman, vibratorman)Culvert Pipe LaborerCured Inplace PipelayerEnvironmental Laborer (asbestos, marine work)Floor Preparation, Core DrillingFoam Gun or Foam Machine OperatorGreen Cutter (dam work)Gunite OperatorHod CarrierJackhammer/Chipping Gun or Pavement BreakerLaser Instrument OperatorLaying of Mortarless Decorative Block (retaining walls, flowered decorative block over 4 feet - highway or landscape work)Mason Tender & Mud Mixer (sewer work)Pilot CarPipelayer HelperPlasterer, Bricklayer & Cement Finisher TenderPowderman HelperPower Saw OperatorRailroad Switch Layout LaborerSandblasterScaffold Building & ErectingSewer CaulkerSewer Plant Maintenance ManThermal Plastic ApplicatorTimber Faller, Chainsaw Operator, FilerTimberman

N1203 Group III, including: 32.16 8.70 17.06 1.25 0.20 0.20 59.57L&M LEG

Bit GrinderCamera/Tool/Video OperatorGuardrail Machine OperatorHigh Rigger & Tree TopperHigh ScalerMultiplatePlastic Welding


VAC=vacation






Slurry Seal Squeegee ManTraffic Control SupervisorWelding Certified (in connection with laborer's work)

N1204 Group IIIA 35.44 8.70 17.06 1.25 0.20 0.20 62.85L&M LEG

Asphalt Raker, Asphalt Belly Dump Lay DownDrill Doctor (in the field)Driller (including, but not limited to, wagon drills, air-track drills, hydraulic drills)Pioneer Drilling & Drilling Off Tugger (all type drills)PipelayersPowderman (Employee Possessor)Storm Water Pollution Protection Plan Specialist (SWPPP Specialist)Traffic Control Supervisor, DOT Qualified

N1205 Group IV 19.83 8.70 17.06 1.25 0.20 0.20 47.24L&M LEG

Final Building CleanupPermanent Yard Worker

N1206 Group IIIB 38.98 5.99 17.06 1.25 0.20 0.20 63.68L&M LEG

Federal Powderman (Responsible Person in Charge)Grade Checking (setting or transferring of grade marks, line and grade, GPS, drones)Stake Hopper

Laborers (The area that is south of N63 latitude and west of W138 longitude)


S1201 Group I, including: 30.26 8.70 17.06 1.25 0.20 0.20 57.67L&M LEG

Asphalt Worker (shovelman, plant crew)Brush CutterCamp Maintenance LaborerCarpenter Tender or HelperChoke Setter, Hook Tender, Rigger, SignalmanConcrete Labor (curb & gutter, chute handler, curing, grouting, sack & patch, screeding)Crusher Plant LaborerDemolition LaborerDitch Digger


VAC=vacation






DumpmanEnvironmental Laborer (hazard/toxic waste, oil spill)Fence InstallerFire Watch LaborerFlagmanForm StripperGeneral LaborerGuardrail Laborer, Bridge Rail InstallerHydro-seeder NozzlemanLaborer, BuildingLandscaper or PlanterLaying of Mortarless Decorative Block (retaining walls, flowered decorative block 4 feet or less - highway or landscape work)Material HandlerPneumatic or Power ToolsPortable or Chemical Toilet ServicemanPump Man or Mixer ManRailroad Track LaborerSandblast, Pot TenderSaw TenderSlurry WorkSteam Cleaner OperatorSteam Point or Water Jet OperatorStorm Water Pollution Protection Plan Worker (SWPPP Worker - erosion and sediment control Laborer)Tank CleaningUtiliwalk & Utilidor LaborerWatchman (construction projects)Window Cleaner

S1202 Group II, including: 31.26 8.70 17.06 1.25 0.20 0.20 58.67L&M LEG

Burning & Cutting TorchCement or Lime Dumper or Handler (sack or bulk)Certified Erosion Sediment Control Lead (CESCL Laborer)Choker SplicerChucktender (wagon, air-track & hydraulic drills)Concrete Laborer (power buggy, concrete saws, pumpcrete nozzleman, vibratorman)Culvert Pipe LaborerCured Inplace PipelayerEnvironmental Laborer (asbestos, marine work)


VAC=vacation






Floor Preparation, Core DrillingFoam Gun or Foam Machine OperatorGreen Cutter (dam work)Gunite OperatorHod CarrierJackhammer/Chipping Gun or Pavement BreakerLaser Instrument OperatorLaying of Mortarless Decorative Block (retaining walls, flowered decorative block over 4 feet - highway or landscape work)Mason Tender & Mud Mixer (sewer work)Pilot CarPipelayer HelperPlasterer, Bricklayer & Cement Finisher TenderPowderman HelperPower Saw OperatorRailroad Switch Layout LaborerSandblasterScaffold Building & ErectingSewer CaulkerSewer Plant Maintenance ManThermal Plastic ApplicatorTimber Faller, Chainsaw Operator, FilerTimberman

S1203 Group III, including: 32.16 8.70 17.06 1.25 0.20 0.20 59.57L&M LEG

Bit GrinderCamera/Tool/Video OperatorGuardrail Machine OperatorHigh Rigger & Tree TopperHigh ScalerMultiplatePlastic WeldingSlurry Seal Squeegee ManTraffic Control SupervisorWelding Certified (in connection with laborer's work)

S1204 Group IIIA 35.44 8.70 17.06 1.25 0.20 0.20 62.85L&M LEG

Asphalt Raker, Asphalt Belly Dump Lay DownDrill Doctor (in the field)


VAC=vacation





S1204 Group IIIA 35.44 8.70 17.06 1.25 0.20 0.20 62.85L&M LEG

Driller (including, but not limited to, wagon drills, air-track drills, hydraulic drills)Pioneer Drilling & Drilling Off Tugger (all type drills)PipelayersPowderman (Employee Possessor)Storm Water Pollution Protection Plan Specialist (SWPPP Specialist)Traffic Control Supervisor, DOT Qualified

S1205 Group IV 19.83 8.70 17.06 1.25 0.20 0.20 47.24L&M LEG

Final Building CleanupPermanent Yard Worker

S1206 Group IIIB 38.98 5.99 17.06 1.25 0.20 0.20 63.68L&M LEG


Millwrights

A1251 Millwright (journeyman) 36.74 9.83 12.28 1.00 0.40 0.05 60.30L&M na

A1252 Millwright Welder 37.74 9.83 12.28 1.00 0.40 0.05 61.30L&M na

Painters, Region I (North of N63 latitude)



BrushGeneral PainterHand TapingHazardous Material HandlerLead-Based Paint AbatementRoll


Bridge Painter


VAC=vacation



Painters, Region I (North of N63 latitude)



Epoxy ApplicatorGeneral Drywall FinisherHand/Spray TexturingIndustrial Coatings SpecialistMachine/Automatic TapingPot TenderSandblastingSpecialty PainterSprayStructural Steel PainterWallpaper/Vinyl Hanger

N1304 Group IV, including: 39.38 8.11 14.23 1.05 0.05 0.00 62.82na na

GlazierStorefront/Automatic Door Mechanic

N1305 Group V, including: 29.23 8.11 5.02 0.83 0.07 0.00 43.26na na

Carpet InstallerFloor CovererHeat Weld/Cove BaseLinoleum/Soft Tile Installer

Painters, Region II (South of N63 latitude)


S1301 Group I, including : 30.23 8.11 11.85 1.08 0.07 0.00 51.34L&M na

BrushGeneral PainterHand TapingHazardous Material HandlerLead-Based Paint AbatementRollSpray

S1302 Group II, including : 31.48 8.11 11.85 1.08 0.07 0.00 52.59L&M na

General Drywall FinisherHand/Spray TexturingMachine/Automatic TapingWallpaper/Vinyl Hanger


VAC=vacation



Painters, Region II (South of N63 latitude)


S1303 Group III, including : 31.58 8.11 11.85 1.08 0.07 0.00 52.69L&M na

Bridge PainterEpoxy ApplicatorIndustrial Coatings SpecialistPot TenderSandblastingSpecialty PainterStructural Steel Painter

S1304 Group IV, including: 39.63 8.11 13.23 1.08 0.07 0.00 62.12L&M na

GlazierStorefront/Automatic Door Mechanic

S1305 Group V, including: 29.23 8.11 5.02 0.83 0.07 0.00 43.26L&M na

Carpet InstallerFloor CovererHeat Weld/Cove BaseLinoleum/Soft Tile Installer

Piledrivers


A1401 Piledriver 38.34 9.83 14.63 0.70 0.10 0.10 63.70L&M IAF

Assistant Dive TenderCarpenter/PiledriverRiggerSheet StabberSkiff Operator

A1402 Piledriver-Welder/Toxic Worker 39.34 9.83 14.63 0.70 0.10 0.10 64.70L&M IAF

A1403 Remotely Operated Vehicle Pilot/Technician 42.65 9.83 14.63 0.70 0.10 0.10 68.01L&M IAF

Single Atmosphere Suit, Bell or Submersible Pilot

A1404 Diver (working) ***See note on last page 82.45 9.83 14.63 0.70 0.10 0.10 107.81L&M IAF

A1405 Diver (standby) ***See note on last page 42.65 9.83 14.63 0.70 0.10 0.10 68.01L&M IAF


VAC=vacation



Piledrivers


A1406 Dive Tender ***See note on last page 41.65 9.83 14.63 0.70 0.10 0.10 67.01L&M IAF

A1407 Welder (American Welding Society, Certified Welding Inspector) 43.90 9.83 14.63 0.70 0.10 0.10 69.26L&M IAF

Plumbers, Region I (North of N63 latitude)

N1501 Journeyman Pipefitter 40.91 8.25 15.75 1.25 1.10 0.00 67.26L&M S&L

PlumberWelder

Plumbers, Region II (South of N63 latitude)

S1501 Journeyman Pipefitter 39.00 9.58 13.87 1.25 0.20 0.00 63.90L&M na

PlumberWelder

Plumbers, Region IIA (1st Judicial District)

X1501 Journeyman Pipefitter 38.02 13.37 11.25 2.50 0.24 0.00 65.38L&M na

PlumberWelder

Power Equipment Operators


A1601 Group I, including: 40.28 9.80 12.25 1.00 0.10 0.00 63.43L&M na

Asphalt Roller: Breakdown, Intermediate, and FinishBack FillerBarrier Machine (Zipper)Beltcrete with Power Pack & similar conveyorsBending MachineBoat CoxswainBulldozerCableways, Highlines & CablecarsCleaning MachineCoating Machine


VAC=vacation






Concrete Hydro BlasterCranes (45 tons & under or 150 feet of boom & under (including jib & attachments))(a) Hydralifts or Transporters, (all track or truck type)(b) Derricks(c) Overhead

CrushersDeck Winches, Double DrumDitching or Trenching Machine (16 inch or over)Drag Scraper, Yarder, and similar typesDrilling Machines, Core, Cable, Rotary and ExplorationFinishing Machine Operator, Concrete Paving, Laser Screed, Sidewalk, Curb & Gutter MachineHelicoptersHover Craft, Flex Craft, Loadmaster, Air Cushion, All-Terrain Vehicle, Rollagon, Bargecable, Nodwell, & Snow CatHydro Ax, Feller Buncher & similarHydro Excavation (Vac-Truck and Similar)Licensed Line & GradeLoaders (2 1/2 yards through 5 yards, including all attachments):(a) Forklifts (with telescopic boom & swing attachment)(b) Front End & Overhead, (2-1/2 yards through 5 yards)(c) Loaders, (with forks or pipe clamp)(d) Loaders, (elevating belt type, Euclid & similar types)

Material Transfer Vehicle (Elevating Grader, Pickup Machine, and similar types)Mechanic, Welder, Bodyman, Electrical, Camp & Maintenance EngineerMicro Tunneling MachineMixers: Mobile type with hoist combinationMotor Patrol GraderMucking Machine: Mole, Tunnel Drill, Horizontal/Directional Drill Operator and/or ShieldOff-Road Hauler (including Articulating and Haul Trucks)Operator on DredgesPiledriver Engineer, L.B. Foster, Puller or similar paving breakerPlant Operator (Asphalt & Concrete)Power Plant, Turbine Operator 200 k.w & over (power plants or combination of power units over 300 k.w.)Remote Controlled EquipmentScraper (through 40 yards)Service Oiler/Service EngineerShot Blast Machine


VAC=vacation






Shovels, Backhoes, Excavators with all attachments, and Gradealls (3 yards & under)Sideboom (under 45 tons)Spreaders Topside (Asphalt Paver, Slurry machine, and similar types)Sub Grader (Gurries, Reclaimer & similar types)Tack TractorTruck Mounted Concrete Pump, Conveyor/Tele-belt, & CreterWate Kote Machine

A1602 Group IA, including: 42.04 9.80 12.25 1.00 0.10 0.00 65.19L&M na

Camera/Tool/Video Operator (Slipline)Certified Welder, Electrical Mechanic, Camp Maintenance Engineer, Mechanic (over 10,000 hours)Cranes (over 45 tons or 150 feet including jib & attachments)(a) Clamshells & Draglines (over 3 yards)(b) Tower Cranes

Licensed Water/Waste Water Treatment OperatorLoaders (over 5 yards)Motor Patrol Grader, Dozer, Grade Tractor, Roto-Mill/Profiler (finish: when finishing to final grade and/or to hubs, or for asphalt)Power Plants (1000 k.w. & over)QuadScrapers (over 40 yards)ScreedShovels, Backhoes, Excavators with all attachments (over 3 yards)Sidebooms (over 45 tons)Slip Form Paver, C.M.I. & similar types

A1603 Group II, including: 39.51 9.80 12.25 1.00 0.10 0.00 62.66L&M na

Boiler - FiremanCement Hogs & Concrete Pump OperatorConveyors (except those listed in Group I)Grade CheckerHoists on Steel Erection, Towermobiles & Air TuggersHorizontal/Directional Drill LocatorLicensed Grade TechnicianLocomotives, Rod & Geared EnginesMixersScreening, Washing PlantSideboom (cradling rock drill, regardless of size)


VAC=vacation






SkidderTrenching Machines (under 16 inches)Water/Waste Water Treatment Operator

A1604 Group III, including: 38.79 9.80 12.25 1.00 0.10 0.00 61.94L&M na

"A" Frame Trucks, Deck WinchesBombardier (tack or tow rig)Boring MachineBrooms, Power (sweeper, elevator, vacuum, or similar)Bump CutterCompressorFarm TractorForklift, Industrial TypeGin Truck or Winch Truck (with poles when used for hoisting)Hoists, Air Tuggers, ElevatorsLoaders:(a) Elevating-Athey, Barber Greene & similar types(b) Forklifts or Lumber Carrier (on construction job sites)(c) Forklifts, (with tower)(d) Overhead & Front End, (under 2-l/2 yards)

Locomotives: Dinkey (air, steam, gas & electric) SpeedersMechanics, Light DutyOil, Blower DistributionPosthole Digger, MechanicalPot Fireman (power agitated)Power Plant, Turbine Operator, (under 200 k.w.)Pumps, WaterRoller (other than Asphalt)Saws, ConcreteSkid HustlerSkid Steer (with all attachments)Stake HopperStraightening MachineTow Tractor

A1605 Group IV, including: 32.58 9.80 12.25 1.00 0.10 0.00 55.73L&M na

Crane Assistant Engineer/Rig OilerDrill HelperParts & Equipment CoordinatorSpotter


VAC=vacation






Steam CleanerSwamper (on trenching machines or shovel type equipment)

Roofers


A1701 Roofer & Waterproofer 44.62 11.75 2.91 0.81 0.10 0.03 60.22L&M na

A1702 Roofer Material Handler 31.23 11.75 2.91 0.81 0.10 0.03 46.83L&M na

Sheet Metal Workers, Region I (North of N63 latitude)

N1801 Sheet Metal Journeyman 47.74 10.80 11.25 1.45 0.12 0.00 71.36L&M na

Air Balancing and duct cleaning of HVAC systemsBrazing, soldering or welding of metalsDemolition of sheet metal HVAC systemsFabrication and installation of exterior wall sheathing, siding, metal roofing, flashing, decking and architectural sheet metal workFabrication and installation of heating, ventilation and air conditioning ducts and equipmentFabrication and installation of louvers and hoodsFabrication and installation of sheet metal laggingFabrication and installation of stainless steel commercial or industrial food service equipmentManufacture, fabrication assembly, installation and alteration of all ferrous and nonferrous metal workMetal lavatory partitionsPreparation of drawings taken from architectural and engineering plans required for fabrication and erection of sheet metal workSheet Metal shelvingSheet Metal venting, chimneys and breachingSkylight installation

Sheet Metal Workers, Region II (South of N63 latitude)

S1801 Sheet Metal Journeyman 42.00 10.80 12.61 1.43 0.40 0.00 67.24L&M na

Air Balancing and duct cleaning of HVAC systems


VAC=vacation



Sheet Metal Workers, Region II (South of N63 latitude)

S1801 Sheet Metal Journeyman 42.00 10.80 12.61 1.43 0.40 0.00 67.24L&M na

Brazing, soldering or welding of metalsDemolition of sheet metal HVAC systemsFabrication and installation of exterior wall sheathing, siding, metal roofing, flashing, decking and architectural sheet metal workFabrication and installation of heating, ventilation and air conditioning ducts and equipmentFabrication and installation of louvers and hoodsFabrication and installation of sheet metal laggingFabrication and installation of stainless steel commercial or industrial food service equipmentManufacture, fabrication assembly, installation and alteration of all ferrous and nonferrous metal workMetal lavatory partitionsPreparation of drawings taken from architectural and engineering plans required for fabrication and erection of sheet metal workSheet Metal shelvingSheet Metal venting, chimneys and breachingSkylight installation

Sprinkler Fitters

A1901 Sprinkler Fitter 47.25 9.67 14.10 0.52 0.25 0.00 71.79L&M na

Surveyors


A2001 Chief of Parties 42.81 10.58 11.89 1.15 0.10 0.00 66.53L&M na

A2002 Party Chief 41.22 10.58 11.89 1.15 0.10 0.00 64.94L&M na

A2003 Line & Grade Technician/Office Technician/GPS, Drones 40.62 10.58 11.89 1.15 0.10 0.00 64.34L&M na

A2004 Associate Party Chief (including Instrument Person & Head Chain Person)/Stake Hop/Grademan

38.50 10.58 11.89 1.15 0.10 0.00 62.22L&M na

A2006 Chain Person (for crews with more than 2 people) 34.16 10.58 11.89 1.15 0.10 0.00 57.88L&M na


VAC=vacation



Truck Drivers



Air/Sea Traffic ControllersAmbulance/Fire Truck Driver (EMT certified)Boat CoxswainCaptains & Pilots (air & water)Deltas, Commanders, Rollagons, & similar equipment (when pulling sleds, trailers or similar equipment)Dump Trucks (including rockbuggy, side dump, belly dump, & trucks with pups) over 40 yards up to & including 60 yardsHelicopter TransporterLiquid Vac Truck/Super Vac TruckLowboys (including attached trailers & jeeps up to & including 8 axles)Material Coordinator or Purchasing AgentReady-mix (over 12 yards up to & including 15 yards) (over 15 yards to be negotiated)Semi with Double Box MixerTireman, Heavy Duty/FuelerWater Wagon (250 Bbls and above)

A2102 Group 1A including: 40.86 10.58 11.89 1.15 0.10 0.00 64.58L&M na

Dump Trucks (including rockbuggy, side dump, belly dump & trucks with pups) over 60 yards up to & including 100 yards (over 100 yards to be negotiated)Jeeps (driver under load)Lowboys, including tractor attached trailers & jeeps, 9 axles, up to & including 12 axles (over 12 axles or 150 tons to be negotiated)


All Deltas, Commanders, Rollagons, & similar equipmentBatch Trucks (8 yards & up)Batch Trucks (up to & including 7 yards)Boom Truck/Knuckle Truck (over 5 tons)Cacasco Truck/Heat Stress TruckConstruction and Material Safety TechnicianDump Trucks (including rockbuggy, side dump, belly dump, & trucks with pups) over 20 yards up to & including 40 yardsGin Pole Truck, Winch Truck, Wrecker (truck mounted "A" frame manufactured rating over 5 tons)MechanicsOil Distributor DriverPartsmanReady-mix (up to & including 12 yards)


VAC=vacation



Truck Drivers



Stringing TruckTurn-O-Wagon or DW-10 (not self loading)

A2104 Group III, including: 37.51 10.58 11.89 1.15 0.10 0.00 61.23L&M na

Boom Truck/Knuckle Truck (up to & including 5 tons)Dump Trucks (including rockbuggy, side dump, belly dump, & trucks with pups) over 10 yards up to & including 20 yardsExpeditor (electrical & pipefitting materials)Gin Pole Truck, Winch Truck, Wrecker (truck mounted "A" frame manufactured rating 5 tons & under)Greaser - ShopThermal Plastic Layout TechnicianTraffic Control TechnicianTrucks/Jeeps (push or pull)


Air Cushion or similar type vehicleAll Terrain VehicleBuggymobileBull Lift & Fork Lift, Fork Lift with Power Boom & Swing Attachment (over 5 tons)Bus Operator (over 30 passengers)Cement Spreader, DryCombination Truck-Fuel & GreaseCompactor (when pulled by rubber tired equipment)Dump Trucks (including rockbuggy, side dump, belly dump, & trucks with pups) up to & including 10 yardsDumpsterExpeditor (general)Fire Truck/Ambulance DriverFlat Beds, Dual Rear AxleFoam Distributor Truck Dual AxleFront End Loader with ForkGrease TruckHydro Seeder, Dual AxleHyster Operators (handling bulk aggregate)Loadmaster (air & water operations)Lumber CarrierReady-mix, (up to & including 7 yards)Rigger (air/water/oilfield)Semi or Truck & Trailer


VAC=vacation



Truck Drivers



Tireman, Light DutyTrack Truck EquipmentTruck Vacuum SweeperWarehousepersonWater Truck (Below 250 Bbls)Water Truck (straight)Water Wagon, Semi

A2106 Group V, including: 36.17 10.58 11.89 1.15 0.10 0.00 59.89L&M na

Buffer TruckBull Lifts & Fork Lifts, Fork Lifts with Power Boom & Swing Attachments (up to & including 5 tons)Bus Operator (up to 30 passengers)Farm Type Rubber Tired Tractor (when material handling or pulling wagons on a construction project)Flat Beds, Single Rear AxleFoam Distributor Truck Single AxleFuel Handler (station/bulk attendant)Gear/Supply TruckGravel Spreader Box Operator on TruckHydro Seeders, Single axlePickups (pilot cars & all light-duty vehicles)Rigger/SwamperTack TruckTeam Drivers (horses, mules, & similar equipment)

Tunnel Workers, Laborers (The Alaska areas north of N63 latitude and east of W138 longitude)



BrakemanMuckerNipperStorm Water Pollution Protection Plan Worker (SWPPP Worker - erosion and sediment control Laborer)Topman & Bull GangTunnel Track Laborer


Burning & Cutting Torch


VAC=vacation



Tunnel Workers, Laborers (The Alaska areas north of N63 latitude and east of W138 longitude)



Certified Erosion Sediment Control Lead (CESCL Laborer)Concrete LaborerFloor Preparation, Core DrillingJackhammer/Chipping Gun or Pavement BreakerLaser Instrument OperatorNozzlemen, Pumpcrete or ShotcretePipelayer Helper


MinerRetimberman

N2204 Group IIIA, including: 38.98 8.70 17.06 1.25 0.20 0.20 66.39L&M LEG

Asphalt Raker, Asphalt Belly Dump Lay DownDrill Doctor (in the field)Driller (including, but not limited to wagon drills, air-track drills, hydraulic drills)Pioneer Drilling & Drilling Off Tugger (all type drills)PipelayerPowderman (Employee Possessor)Storm Water Pollution Protection Plan Specialist (SWPPP Specialist)

N2206 Group IIIB, including: 42.88 5.99 17.06 1.25 0.20 0.20 67.58L&M LEG


Tunnel Workers, Laborers (The area that is south of N63 latitude and west of W138 longitude)



BrakemanMuckerNipperStorm Water Pollution Protection Plan Worker (SWPPP Worker - erosion and sediment control Laborer)Topman & Bull GangTunnel Track Laborer


VAC=vacation



Tunnel Workers, Laborers (The area that is south of N63 latitude and west of W138 longitude)



Burning & Cutting TorchCertified Erosion Sediment Control Lead (CESCL Laborer)Concrete LaborerFloor Preparation, Core DrillingJackhammer/Chipping Gun or Pavement BreakerLaser Instrument OperatorNozzlemen, Pumpcrete or ShotcretePipelayer Helper

S2203 Group III, including: 35.38 8.70 17.06 1.25 0.20 0.20 62.79L&M LEG

MinerRetimberman

S2204 Group IIIA, including: 38.98 8.70 17.06 1.25 0.20 0.20 66.39L&M LEG

Asphalt Raker, Asphalt Belly Dump Lay DownDrill Doctor (in the field)Driller (including, but not limited to wagon drills, air-track drills, hydraulic drills)Pioneer Drilling & Drilling Off Tugger (all type drills)PipelayerPowderman (Employee Possessor)Storm Water Pollution Protection Plan Specialist (SWPPP Specialist)

S2206 Group IIIB, including: 42.88 5.99 17.06 1.25 0.20 0.20 67.58L&M LEG


Tunnel Workers, Power Equipment Operators


A2207 Group I 44.31 9.80 12.25 1.00 0.10 0.00 67.46L&M na

A2208 Group IA 46.24 9.80 12.25 1.00 0.10 0.00 69.39L&M na

A2209 Group II 43.46 9.80 12.25 1.00 0.10 0.00 66.61L&M na


VAC=vacation



Tunnel Workers, Power Equipment Operators


A2210 Group III 42.67 9.80 12.25 1.00 0.10 0.00 65.82L&M na

A2211 Group IV 35.84 9.80 12.25 1.00 0.10 0.00 58.99L&M na

* A remote site is isolated and relatively distant from the amenities of civilization, and usually far from the employee's home. As a condition of employment, the workers must eat, sleep, and socialize at the worksite and remain there for extended periods.

** This classification must receive board and lodging under certain conditions. A per diem option of $75 is an alternative to providing meals and lodging. See Page v for an explanation.

*** Work in combination of classifications: Employees working in any combination of classifications within the diving crew (working diver, standby diver, and tender) in a shift are paid in the classification with the highest rate for a minimum of 8 hours per shift.


VAC=vacation


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Project Name: NPMS Mechanical System Replacement & Upgrades IFB No.: 18039 Project No.: 13-NPMPRJ-1

S16 / TECHNICAL SPECIFICATIONS INDEX (1/98) W:\Public Works\PROJECTS\13\13NPMPRJ01 (Mech Sys Replace & Upgrade)\Bidding\IFB No. 18039 Bid Document

Amended.docx Page 1 of 3

TECHNICAL SPECIFICATIONS INDEX DIVISION

Section ............. Title ................................................................................................................ No. of Pages DIVISION 1 - GENERAL REQUIREMENTS

01 10 00 ........... Summary ................................................................................................................ 4 01 23 00 ........... Alternates................................................................................................................ 2 01 25 00 ........... Substitution Procedures ......................................................................................... 4 01 26 00 ........... Contract Modification Procedures .......................................................................... 4 01 29 00 ........... Payment Procedures .............................................................................................. 4 01 31 00 ........... Project Management and Coordination .................................................................. 8 01 32 00 ........... Construction Progress Documentation ................................................................... 6 01 33 00 ........... Submittal Procedures ........................................................................................... 10 01 35 16 ........... Alteration Project Procedures ................................................................................. 6 01 40 00 ........... Quality Requirements ............................................................................................. 8 01 50 00 ........... Temporary Facilities and Controls .......................................................................... 6 01 55 00 ........... Environmental Protection ....................................................................................... 8 01 60 00 ........... Product Requirements ............................................................................................ 4 ......................... Substitution Request Form ..................................................................................... 1 ......................... Submittal Register Log ......................................................................................... 14 01 73 00 ........... Execution ................................................................................................................ 8 01 77 00 ........... Closeout Procedures .............................................................................................. 6 01 78 23 ........... Operation and Maintenance Data .......................................................................... 6 01 78 39 ........... Project Records Documents ................................................................................... 4 01 79 00 ........... Demonstration and Training ................................................................................... 4 01 91 00 .......... Commissioning ....................................................................................................... 9 DIVISION 2 – EXISTING CONDITIONS

02 26 00 ........... Hazardous Materials Assessment ........................................................................ 33 02 65 00 ........... Underground Storage Tank Assessment ........................................................... 124 DIVISION 3 – DIVISION 4 – Not Used DIVISION 5 - METAL

05 12 00 ........... Structural Steel Framing ......................................................................................... 6 DIVISION 6 - -DIVISION 7 – Not Used DIVISION 8 - DOORS AND WINDOWS

08 31 00 ........... Access Doors and Panels ...................................................................................... 2 DIVISION 9 - FINISHES

09 21 16 ........... Gypsum Board Assemblies .................................................................................... 4 09 51 00 ........... Acoustical Ceilings ................................................................................................. 4 09 91 23 ........... Interior Painting ...................................................................................................... 6 DIVISION 10 - DIVISION 19 – Not Used DIVISION 20- GENERAL MECHANICAL 20 05 00 ........... Common Work Results ........................................................................................... 8 20 05 11 ........... Common Submittal Requirements for Mechanical ................................................. 4




20 05 13 ........... Common Motor Requirements for Mechanical ....................................................... 2 20 05 29 ........... Hangers and Supports for Mechanical ................................................................... 8 20 05 48 ........... Seismic Controls for Mechanical ............................................................................ 4 20 05 53 ........... Identification for Mechanical ................................................................................... 8 20 07 00 ........... Insulation for Mechanical ........................................................................................ 8 20 84 00 ........... Firestopping for Mechanical ................................................................................... 2 DIVISION 21 - FIRE SUPPRESSION

21 13 00 ........... Fire Suppression Sprinkler System ........................................................................ 4 DIVISION 22 – PLUMBING

22 05 00 ........... Common Work Results for Plumbing ..................................................................... 4 22 05 23 ........... General Duty Valves for Plumbing ......................................................................... 2 22 11 16 ........... Domestic Water Piping ........................................................................................... 2 22 11 19 ........... Domestic Water Specialties.................................................................................... 2 22 13 16 ........... Sanitary Waste and Vent Piping ............................................................................. 2 22 13 19 ........... Sanitary Waste Piping Specialties .......................................................................... 2 22 34 46 ........... Oil Fired Domestic Water Heaters .......................................................................... 4 DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 00 ........... Common Work Results for HVAC .......................................................................... 8 23 05 23 ........... General Duty Valves for HVAC .............................................................................. 4 23 05 93 ........... Testing, Adjusting, and Balancing for HVAC .......................................................... 6 23 08 00 ........... Commissioning of HVAC ........................................................................................ 2 23 09 23 ........... Direct Digital Control System for HVAC ............................................................... 30 23 09 93 ........... Control Systems Sequence of Operations ........................................................... 18 23 11 13 ........... Facility Fuel Oil Piping ............................................................................................ 4 23 12 13 ........... Facility Fuel Oil Pumps ........................................................................................... 2 23 21 13 ........... Hydronic Piping ...................................................................................................... 4 23 21 16 ........... Hydronic Piping Specialties .................................................................................... 2 23 21 23 ........... Hydronic Circulating Pumps ................................................................................... 4 23 31 13 ........... HVAC Ducts and Casings ...................................................................................... 4 23 33 11 ........... Air Duct Accessories .............................................................................................. 4 23 33 13 ........... Dampers ................................................................................................................. 4 23 33 16 ........... Fire and Smoke Dampers ....................................................................................... 2 23 33 46 ........... Flexible Ducts ......................................................................................................... 2 23 33 53 ........... Acoustical Duct Lining ............................................................................................ 2 23 33 56 ........... HVAC Louvers ........................................................................................................ 2 23 36 16 ........... Variable Air Volume Units....................................................................................... 2 23 37 13 ........... Diffusers, Registers, and Grilles ............................................................................. 2 23 41 00 ........... Particulate Air Filtration .......................................................................................... 2 23 51 00 ........... Breechings, Chimneys, and Stacks ........................................................................ 2 23 52 25 ........... Atmospheric Draft Cast Iron Boilers ....................................................................... 4 23 72 39 ........... Air-to-Air Energy Recovery Equipment – Custom .................................................. 6 23 73 13 ........... Modular Air Handling Units ..................................................................................... 6 23 82 16 ........... Air Coils .................................................................................................................. 2 23 82 36 ........... Finned Tubed Radiation – Commercial .................................................................. 4 23 82 39 ........... Unit Heaters ............................................................................................................ 2 23 82 43 ........... Cabinet Unit Heaters .............................................................................................. 4 DIVISION 24 – DIVISION 25 – Not Used DIVISION 26 - ELECTRICAL

26 05 01 ........... General Provisions ................................................................................................. 8




26 05 05 ........... Codes, Permits, and Fees ...................................................................................... 2 26 05 08 ........... Tests and Inspections ............................................................................................. 2 26 05 09 ........... Manuals and Record Documents ........................................................................... 2 26 05 19 ........... Wire Conductors and Cable ................................................................................... 4 26 05 26 ........... Grounding and Bonding .......................................................................................... 2 26 05 33 ........... Raceways ............................................................................................................... 6 26 05 34 ........... Outlet Boxes ........................................................................................................... 2 26 05 35 ........... Pull and Junction Boxes ......................................................................................... 2 26 05 53 ........... Identification ........................................................................................................... 2 26 05 73 ........... Overcurrent Protective Device Coordination Study (Alternate 1) ........................... 6 26 05 74 ........... Overcurrent Protective Device Arc-Flash Study (Alternate 1) ................................ 6 26 05 90 ........... Fastening Hardware ............................................................................................... 2 26 10 00 ........... Medium Voltage Distribution System (Alternate 1) ................................................ 2 26 24 16 ........... Distribution Panelboards (Alternate 1) ................................................................... 4 26 24 18 ........... Branch Circuit Panelboards .................................................................................... 4 26 27 13 ........... Service Entrance (Alternate 1) ............................................................................... 2 26 27 26 ........... Wiring Devices and Plates...................................................................................... 4 26 28 15 ........... Disconnects ............................................................................................................ 2 26 28 16 ........... Overcurrent Protection Devices ............................................................................. 2 26 29 01 ........... Motor Starters ......................................................................................................... 2 26 29 23 ........... Variable Frequency Motor Controllers .................................................................... 6 26 32 13 ........... Diesel Engine Driven Generation Set (Alternate 1) .............................................. 12 26 32 15 ........... Generator Enclosures (Alternate 1) ........................................................................ 6 26 26 23 ........... Automatic Transfer Switches (Alternate 1) ............................................................. 6 DIVISION 27 – Not Used DIVISION 28 – ELECTRONIC SAFETY & SECURITY

28 31 00 ........... Addressable Fire Alarm System ............................................................................. 8 DIVISION 29 – DIVISION 30 – Not Used DIVISION 31 - EARTHWORK

31 20 00 ........... Earth Moving (Alternate 1).................................................................................... 12

Total no. of pages: ................... 630

North Pole Middle School Mechanical Systems Replacement & Upgrades SECTION 011000

Project No.: 13-NPMPRJ-1 / IFB No.: 18039 SUMMARY

SUMMARY

011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Construction schedule

4. Plan review and permit fees.

5. Work under separate contracts.

6. Access to site.

7. Coordination with occupants.

8. Work restrictions.

9. Specification and Drawing conventions.

1.2 PROJECT INFORMATION

A. Project Identification:

1. Project Name: North Pole Middle School Mechanical Systems Replacement & Upgrades

2. Project Number: 13-NPMPRJ-01

3. Project Location: 300 East 8th Ave. North Pole, Alaska. 99705

B. Owner: Fairbanks North Star Borough

1. Owner's Representative and Project Manager: Jerry Kreofsky

2. Project Manager Phone Number: 907 459 1329

3. Project Manager E-mail address: [email protected]

C. Owner’s Consultant: Bettisworth North Architects and Planners

1. Consultant's Representative: Trent Schoenemann

2. Consultant Phone Number: 907-456-5780

3. Consultant E-mail address: [email protected]

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. The Base Bid work consists of installing new mechanical and electrical systems to

replace the existing: boilers, Victaulic coupled hydronic piping, pumps, HRV’s, DDC

controls, related electrical equipment, and other work indicated in the Contract

Documents.



SUMMARY

011000 - 2

2. The Alternate work consists of a new electrical service, a new standalone generator,

electrical switch gear, deregulation of the existing UST and other work indicated in the

Contract Documents.

B. Type of Contract: Lump Sum Contract

1. Project will be constructed under a single prime contract.

1.4 CONSTRUCTION SCHEDULE

A. The Work shall be conducted in 1 phase and be substantially complete as indicated.

B. An essential element of the Work of this Contract is the requirement that provisions are

included to allow for school operations during the scheduled school year without disruption.

C. Before commencing work submit an updated copy of Contractor's construction schedule

showing the sequence, commencement and completion dates.

1. Site availability : May 22, 2018 Site available for start of work

August 1, 2018 Site closed for user occupancy

May 25, 2019 Site available for start of work

August 1, 2019 Substantial Completion

August 21, 2019 Final Completion

1.5 PLAN REVIEW AND PERMIT FEES

A. All building, permit, and inspection fees levied by the City of North Pole shall be included in

the Contract Sum.

B. Building plan review fees levied by the City of North Pole shall be paid by the Borough

C. Building plan review and permit fees levied by the Alaska Department of Public Safety,

Division of Fire and Life Safety shall be paid by the Borough.

1.6 WORK UNDER SEPARATE CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried

out smoothly, without interfering with or delaying Work under this Contract or other contracts.

Coordinate the Work of this Contract with work performed under separate contracts.

1.7 ACCESS TO SITE

A. Use of Site: Limit use of Project site to Work in areas indicated on the plans. Do not disturb

portions of Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways, and Entrances: Keep driveways and entrances serving premises

clear and available to Owner, Owner's employees, and emergency vehicles at all times.

Do not use these areas for parking or for storage of materials.



SUMMARY

011000 - 3

B. Condition of Existing Building: Maintain portions of existing building affected by construction

operations in a weathertight condition throughout construction period. Repair damage caused by

construction operations.

1.8 COORDINATION WITH OCCUPANTS

A. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to

occupy and to place and install equipment in completed portions of the Work, prior to

Substantial Completion of the Work, provided such occupancy does not interfere with

completion of the Work. Such placement of equipment and limited occupancy shall not

constitute acceptance of the total Work.

B. Partial Owner Occupancy: Owner may occupy the premises during entire construction period,

with the exception of areas under construction. Cooperate with Owner during construction

operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to

interfere with Owner's operations. Maintain existing exits unless otherwise indicated.

1.9 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of

authorities having jurisdiction.

B. On-Site Work Hours:

1. For Dates between May 22, and August 1: Limit work in the existing building to normal

business working hours of 6:00 a.m. to 11:00 p.m., Monday through Saturday, unless

otherwise indicated.

2. After August 1: Limit work in the existing building to the hours of 5:00 p.m. to 6:00 a.m.,

Monday through Saturday, unless otherwise indicated.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or

others unless permitted under the following conditions and then only after providing temporary

utility services according to requirements indicated:

1. Notify Project Manager not less than two days in advance of proposed utility

interruptions.

2. Obtain Project Managers written permission before proceeding with utility interruptions.

D. Restricted Substances: Use of tobacco products and other controlled substances on school

property is not permitted.

1.10 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and

the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:



SUMMARY

011000 - 4

1. Imperative mood and streamlined language are generally used in the Specifications. The

words "shall," "shall be," or "shall comply with," depending on the context, are implied

where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated

otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work

of all Sections in the Specifications.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000


Project No.: 13-NPMPRJ-1 / IFB No.: 18039 ALTERATION PROJECT PROCEDURES

ALTERATION PROJECT PROCEDURES 013516 - 1

SECTION 013516 - ALTERATION PROJECT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes special procedures for alteration work.

1.2 DEFINITIONS

A. Alteration Work: This term includes remodeling, renovation, repair, and maintenance work

performed within existing spaces or on existing surfaces as part of the Project.

B. Consolidate: To strengthen loose or deteriorated materials in place.

C. Design Reference Sample: A sample that represents the Engineer's pre-bid selection of work to

be matched; it may be existing work or work specially produced for the Project.

D. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle

methods and equipment to prevent damage to the item and surfaces; disposing of items unless

indicated to be salvaged or reinstalled.

E. Match: To blend with adjacent construction and manifest no apparent difference in material

type, species, cut, form, detail, color, grain, texture, or finish; as approved by Engineer.

F. Refinish: To remove existing finishes to base material and apply new finish to match original,

or as otherwise indicated.

G. Repair: To correct damage and defects, retaining existing materials, features, and finishes. This

includes patching, piecing-in, splicing, consolidating, or otherwise reinforcing or upgrading

materials.

H. Replace: To remove, duplicate, and reinstall entire item with new material. The original item is

the pattern for creating duplicates unless otherwise indicated.

I. Replicate: To reproduce in exact detail, materials, and finish unless otherwise indicated.

J. Reproduce: To fabricate a new item, accurate in detail to the original, and from either the same

or a similar material as the original, unless otherwise indicated.

K. Retain: To keep existing items that are not to be removed or dismantled.

L. Strip: To remove existing finish down to base material unless otherwise indicated.

http://contact.arcomnet.com/ContentContact.aspx?sect=013516&ver=06/01/13&format=SF&sid=8021




1.3 PROJECT MEETINGS FOR ALTERATION WORK

A. Preliminary Conference for Alteration Work: Before starting alteration work, conduct

conference at Project site.

1. Attendees: Representatives of Owner and Contractor shall be represented at the meeting.

2. Agenda: Discuss items of significance that could affect progress of alteration work,

including review of the following:

a. Fire-prevention plan.

b. Governing regulations.

c. Areas where existing construction is to remain and the required protection.

d. Hauling routes.

e. Sequence of alteration work operations.

f. Storage, protection, and accounting for salvaged and specially fabricated items.

g. Existing conditions, staging, and structural loading limitations of areas where

materials are stored.

3. Reporting: Record conference results and distribute copies to everyone in attendance and

to others affected by decisions or actions resulting from conference.

B. Coordination Meetings: Conduct coordination meetings specifically for alteration work at

weekly intervals. Coordination meetings are in addition to specific meetings held for other

purposes, such as progress meetings and preinstallation conferences.

1. Agenda: Review and correct or approve minutes of previous coordination meeting.

Review other items of significance that could affect progress of alteration work. Include

topics for discussion as appropriate to status of Project.

2. Reporting: Record meeting results and distribute copies to everyone in attendance and to

others affected by decisions or actions resulting from each meeting.

1.4 MATERIALS OWNERSHIP

A. Historic items, relics, and similar objects including, but not limited to, cornerstones and their

contents, commemorative plaques and tablets, antiques, and other items of interest or value to

Owner that may be encountered or uncovered during the Work, regardless of whether they were

previously documented, remain Owner's property.

1.5 INFORMATIONAL SUBMITTALS

A. Alteration Work Program: Submit 10 days before work begins.

B. Fire-Prevention Plan: Submit 10 days before work begins.




1.6 QUALITY ASSURANCE

A. Title X Requirement: Each firm conducting activities that disturb painted surfaces shall be a

"Lead-Safe Certified Firm" according to 40 CFR 745, Subpart E, and use only workers that are

trained in lead-safe work practices.

1. FNSB has no knowledge or, nor does it expect to find, lead paint in the building. If paint

surface disruption has to occur, Contractor is to test for lead paint. If lead paint above

maximum safe levels is identified, it will be handled as a changed site condition and

handled through the RFI/RFP process.

B. Alteration Work Program: Prepare a written plan for alteration work for whole Project,

including each phase or process and protection of surrounding materials during operations.

Show compliance with indicated methods and procedures specified in this and other Sections.

Coordinate this whole-Project alteration work program with specific requirements of programs

required in other alteration work Sections.

1. Dust and Noise Control: Include locations of proposed temporary dust- and noise-control

partitions and means of egress from occupied areas coordinated with continuing on-site

operations and other known work in progress.

2. Debris Hauling: Include plans clearly marked to show debris hauling routes, turning radii,

and locations and details of temporary protective barriers.

C. Fire-Prevention Plan: Prepare a written plan for preventing fires during the Work, including

placement of fire extinguishers, fire blankets, rag buckets, and other fire-control devices during

each phase or process. Include fire-watch personnel's training, duties, and authority to enforce

fire safety.

D. Safety and Health Standard: Comply with ANSI/ASSE A10.6.

1.7 STORAGE AND HANDLING OF SALVAGED MATERIALS

A. Salvaged Materials:

1. Clean loose dirt and debris from salvaged items unless more extensive cleaning is

indicated.

2. Pack or crate items after cleaning; cushion against damage during handling. Label

contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area

5. Protect items from damage during transport and storage.

B. Salvaged Materials for Reinstallation:

1. Repair and clean items for reuse as indicated.

2. Pack or crate items after cleaning and repairing; cushion against damage during handling.

Label contents of containers.

3. Protect items from damage during transport and storage.




4. Reinstall items in locations indicated. Comply with installation requirements for new

materials and equipment unless otherwise indicated. Provide connections, supports, and

miscellaneous materials to make items functional for use indicated.

C. Existing Materials to Remain: Protect construction indicated to remain against damage and

soiling from construction work. Where permitted by Engineer, items may be dismantled and

taken to a suitable, protected storage location during construction work and reinstalled in their

original locations after alteration and other construction work in the vicinity is complete.

PART 2 - PRODUCTS - (Not Used)

PART 3 - EXECUTION

3.1 PROTECTION

A. Protect persons, motor vehicles, surrounding surfaces of building, building site, plants, and

surrounding buildings from harm resulting from alteration work.

1. Use only proven protection methods, appropriate to each area and surface being

protected.

2. Provide temporary barricades, barriers, and directional signage to exclude the public from

areas where alteration work is being performed.

3. Erect temporary barriers to form and maintain fire-egress routes.

4. Erect temporary protective covers over walkways and at points of pedestrian and

vehicular entrance and exit that must remain in service during alteration work.

5. Contain dust and debris generated by alteration work, and prevent it from reaching the

public or adjacent surfaces.

6. Provide shoring, bracing, and supports as necessary. Do not overload structural elements.

7. Protect floors and other surfaces along hauling routes from damage, wear, and staining.

8. Provide supplemental sound-control treatment to isolate demolition work from other

areas of the building.

B. Temporary Protection of Materials to Remain:

1. Protect existing materials with temporary protections and construction. Do not remove

existing materials unless otherwise indicated.

2. Do not attach temporary protection to existing surfaces except as indicated as part of the

alteration work program.

C. Comply with each product manufacturer's written instructions for protections and precautions.

Protect against adverse effects of products and procedures on people and adjacent materials,

components, and vegetation.

D. Utility and Communications Services:

1. Notify Owner, Engineer, authorities having jurisdiction, and entities owning or

controlling wires, conduits, pipes, and other services affected by alteration work before

commencing operations.




2. Disconnect and cap pipes and services as required by authorities having jurisdiction, as

required for alteration work.

3. Maintain existing services unless otherwise indicated; keep in service, and protect against

damage during operations. Provide temporary services during interruptions to existing

utilities.

E. Existing Drains: Notify Engineer immediately of inadequate drainage or blockage. Do not begin

work in an area until the drainage system is functioning properly.

1. Prevent solids such as adhesive or mortar residue or other debris from entering the

drainage system. Clean out drains and drain lines that become sluggish or blocked by

sand or other materials resulting from alteration work.

2. Protect drains from pollutants. Block drains or filter out sediments, allowing only clean

water to pass.

F. Existing Roofing: Prior to the start of work in an area, install roofing protection

3.2 PROTECTION FROM FIRE

A. General: Follow fire-prevention plan and the following:

1. Comply with NFPA 241 requirements unless otherwise indicated. Perform duties titled

"Owner's Responsibility for Fire Protection."

2. Remove and keep area free of combustibles, including rubbish, paper, waste, and

chemicals, unless necessary for the immediate work.

B. Fire-Control Devices: Provide and maintain fire extinguishers, fire blankets, and rag buckets for

disposal of rags with combustible liquids. Maintain each as suitable for the type of fire risk in

each work area. Ensure that nearby personnel and the fire-watch personnel are trained in fire-

extinguisher and blanket use.

C. Sprinklers: Where sprinkler protection exists and is functional, maintain it without interruption

while operations are being performed. If operations are performed close to sprinklers, shield

them temporarily with guards.

1. Remove temporary guards at the end of work shifts, whenever operations are paused, and

when nearby work is complete.

3.3 PROTECTION DURING APPLICATION OF CHEMICALS

A. Protect motor vehicles, surrounding surfaces of building, building site, plants, and surrounding

buildings from harm or spillage resulting from applications of chemicals and adhesives.

B. Cover adjacent surfaces with protective materials that are proven to resist chemicals selected for

Project unless chemicals being used will not damage adjacent surfaces as indicated in alteration

work program. Use covering materials and masking agents that are waterproof and UV resistant

and that will not stain or leave residue on surfaces to which they are applied. Apply protective

materials according to manufacturer's written instructions. Do not apply liquid masking agents




or adhesives to painted or porous surfaces. When no longer needed, promptly remove protective

materials.

C. Do not apply chemicals during winds of sufficient force to spread them to unprotected surfaces.

D. Neutralize alkaline and acid wastes and legally dispose of off Owner's property.

E. Collect and dispose of runoff from chemical operations by legal means and in a manner that

prevents soil contamination, soil erosion, undermining of paving and foundations, damage to

landscaping, or water penetration into building interior.

3.4 GENERAL ALTERATION WORK

A. Record existing work before each procedure (preconstruction), and record progress during the

work. Use digital preconstruction documentation photographs or video recordings.

B. Perform surveys of Project site as the Work progresses to detect hazards resulting from

alterations.

C. Notify Engineer of visible changes in the integrity of material or components whether from

environmental causes including biological attack, UV degradation, freezing, or thawing or from

structural defects including cracks, movement, or distortion.

1. Do not proceed with the work in question until directed by Engineer.



Project No.: 13-NPMPRJ-1 / IFB No.: 18039 PRODUCT REQUIREMENTS

PRODUCT REQUIREMENTS 016000 - 1

SECTION 016000 - PRODUCT REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for selection of products for use in

Project; product delivery, storage, and handling; manufacturers' standard warranties on

products; special warranties; and pre-approved equal products.

B. Related Requirements:

1. Section 012500 "Substitution Procedures" for requests for substitutions after the

execution of the Standard Form of Agreement.

1.2 DEFINITIONS

A. Products: Items obtained for incorporating into the Work, whether purchased for Project or

taken from previously purchased stock. The term "product" includes the terms "material,"

"equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make or

model number or other designation shown or listed in manufacturer's published product

literature that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project or

facility. Products salvaged or recycled from other projects are not considered new

products.

3. Pre-Approved Equal Product: Product that has been demonstrated and approved by

Engineer through submittal process to have the indicated qualities related to type,

function, dimension, in-service performance, physical properties, appearance, and other

characteristics that equal or exceed those of specified product.

1.3 ACTION SUBMITTALS

A. Pre-Approved Equal Product Request Submittal: Submit request for consideration in

accordance with Instruction to Bidders, Article 6, Substitutions and Preapproved Equals, and

the General Conditions of the Contract, Article 6.05, Substitutes and "Or Equal” Items.

1. Submit pre-approved product requests on the Substitution request Form attached at the

end of Specification 01 60 00, Product Requirements.

2. Identify basis-of-design product or fabrication or installation method to be replaced.

Include Specification Section number and title and Drawing numbers and titles.

3. Include data to indicate compliance with the requirements specified in "Pre-Approved

Equal Products" Article.

4. Engineer's Action: As indicated in Instructions to Bidders Article 6.




5. Use product specified if Engineer does not issue a decision on use of a pre-approved

product request.


A. Compatibility of Options: If Contractor is given option of selecting between two or more

products for use on Project, select product compatible with products previously selected, even if

previously selected products were also options.

1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle products using means and methods that will prevent damage,

deterioration, and loss, including theft and vandalism. Comply with manufacturer's written

instructions.

B. Delivery and Handling:

1. Schedule delivery to minimize long-term storage at Project site and to prevent

overcrowding of construction spaces.

2. Coordinate delivery with installation time to ensure minimum holding time for items that

are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other

losses.

3. Deliver products to Project site in an undamaged condition in manufacturer's original

sealed container or other packaging system, complete with labels and instructions for

handling, storing, unpacking, protecting, and installing.

4. Inspect products on delivery to determine compliance with the Contract Documents and

to determine that products are undamaged and properly protected.

C. Storage:

1. Store products to allow for inspection and measurement of quantity or counting of units.

2. Store materials in a manner that will not endanger Project structure.

3. Store products that are subject to damage by the elements, under cover in a weathertight

enclosure above ground, with ventilation adequate to prevent condensation.

4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of

installation and concealment.

5. Comply with product manufacturer's written instructions for temperature, humidity,

ventilation, and weather-protection requirements for storage.

6. Protect stored products from damage and liquids from freezing.

1.6 PRODUCT WARRANTIES

A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other

warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on

product warranties do not relieve Contractor of obligations under requirements of the Contract

Documents.




1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a

particular product and specifically endorsed by manufacturer to Owner.

2. Special Warranty: Written warranty required by the Contract Documents to provide

specific rights for Owner.

3. All product warranties shall start on the date of Substantial Completion.

B. Special Warranties: Prepare a written document that contains appropriate terms and

identification, ready for execution.

1. Manufacturer's Standard Form: Modified to include Project-specific information and

properly executed.

2. Specified Form: When specified forms are included with the Specifications, prepare a

written document using indicated form properly executed.

3. See other Sections for specific content requirements and particular requirements for

submitting special warranties.

PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES

A. General Product Requirements: Provide products that comply with the Contract Documents, are

undamaged and, unless otherwise indicated, are new at time of installation.

1. Provide products complete with accessories, trim, finish, fasteners, and other items

needed for a complete installation and indicated use and effect.

2. Standard Products: If available, and unless custom products or nonstandard options are

specified, provide standard products of types that have been produced and used

successfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties meeting

requirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," Engineer will make selection.

5. Descriptive, performance, and reference standard requirements in the Specifications

establish salient characteristics of products.

B. Product Selection Procedures:

1. Products Specified by Reference Standards or by Description Only: Use any product

meeting those standards.

2. Products Specified by Naming One or More Manufacturers followed by the term "No

Substitutions": Use only specified manufacturers, no substitutions allowed.

3. Products Specified by Naming One or More Manufacturers followed by the term "Or

Preapproved Equal": As delineated in the Instructions to Bidders, Article 6, Substitutions

and Preapproved Equals, submit a written request for substitution for any manufacturer

not specifically named as indicated on the front cover.

4. Products Specified by Naming One or More Manufacturers without the additional

limitations of “No Substitutions” or “Preapproved Equal” use specified manufacturer or

submit request for substitution in accordance with specification section 01 25 00,

Substitution Procedures.




5. Basis-of-Design Product: Where Specifications name a product, or refer to a product

indicated on Drawings, and include a list of manufacturers, provide the specified or

indicated product or an equal product by one of the other named manufacturers. See

drawings and specifications for additional product criteria.

2.2 PRE-APPROVED EQUAL PRODUCTS

A. Conditions for Consideration of Pre-approved Equal Product: Engineer will consider

Contractor's request for Pre-approved Equal product when the following conditions are

satisfied.

1. Pre-approved equal product request is submitted in accordance with the Instructions to

Bidders, Article 6, Substitutions and Preapproved Equals.

2. Pre-approved equal product request is submitted with completed Substitution Request

Form included at the end of specification section 01 60 00, Product Requirements.

3. Evidence is provided that proposed product does not require revisions to the Contract

Documents, is consistent with the Contract Documents, will produce the indicated results,

and is compatible with other portions of the Work.

4. A detailed comparison of significant qualities of proposed product with those named in

the Specifications is provided. Significant product qualities include attributes such as

type, function, in-service performance and physical properties, weight, dimension,

durability, visual characteristics, and other specific features and requirements.

5. Evidence is provided that proposed product provides specified warranty.

6. A list of similar installations for completed projects with project names and addresses and

names and addresses of architects and owners is provided, if requested.

7. Samples are provided, if requested.

PART 3 - EXECUTION (Not Used)


North Pole Middle School Mechanical Systems Replacement & Upgrades SECTION 01 91 00 Project No.: 13-NPMPRJ-1 / IFB No.: 18039 COMMISSIONING

Design Alaska, Inc. 01 91 00 - 1

SECTION 01 91 00 - COMMISSIONING

PART 1 - GENERAL

1.1 SUMMARY

A. Section applies to commissioning requirements for the project.


A. The Commissioning Authority Subcontractor shall be a firm, independent of the General Contractor or any other subcontractor. The commissioning Authority is required to be certified by a nationally recognized organization such as the Associated Air Balance Council Commissioning Group (ACG), The National Environmental Balancing Bureau, or comparable organization.

1.3 DEFINITIONS

A. Where the following abbreviations and acronyms are used in Commissioning Specifications, or commissioning related documents they mean the name, role, or function described in the following list:

CxA Commissioning Authority CxT Commissioning Technician CC Controls Contractor Cx Commissioning Cx Plan Commissioning Plan DOR Designer of Record EC Electrical Contractor FAC Fire Alarm Contractor FPC Fire Protection Contractor FPE Fire Protection Engineer FPT Functional Performance Test GC General Contractor or staff including quality control MC Mechanical Contractor OCR Owner’s Contracting Representative or Project Manager OMR Owner’s Maintenance Representative PFC Pre Functional Checklist PVT Control System Performance Verification Test SUBS Subcontractors to General Contractor TAB Test and Balance Contractor



USER Facility Manager or Occupant

1.4 SUBMITTALS

A. Submittals originated from or provided by CxA

1. Qualifications of the Commissioning Firm and Commissioning Authority. 2. Commissioning Schedule 3. Commissioning Plan. 4. Point to point checklist – Submit prior to Perfomance Verification Testing (PVT). 5. Performance Verification Checklist. 6. Functional Performance Test Checklists – These may be submitted after associated

equipment submittal accepted.

B. Commissioning Report.

C. Contractor Submittals

1. Preliminary Commissioning Schedule. Submit a preliminary commissioning schedule incorporating the Commissioning Sequence into the Project Schedule with time allotted for each task. Include the commissioning tasks on subsequent schedule updates.

1.5 SCOPE OF COMMISSIONING

A. Commissioning Process is a quality-focused process for enhancing the delivery of a project. The process focuses upon verifying and documenting that all of the commissioned systems and assemblies are planned, designed, installed, tested, operated, and maintained to meet the Contract Documents.

B. Provide documentation and perform tests or measurements indicated and as required on commissioning checklist and test forms. The CxA is not required to perform tests. The CxA will direct, witness and document tests at his discression and as indicated. Commissioning will be performed on the following building systems:

1. HVAC systems. 2. HVAC controls. 3. Off-site remote monitoring interface. 4. Domestic hot water system. 5. Automatic lighting controls.

1.6 COMMISSIONING TEAM ROLES, RESPONSIBILITIES, AND REQUIREMENTS

A. Indicated Work related to the Commissioning Process by commissioning team members who are the Contractor, are requirements of the Contract Documents. The indicated contribution of commissioning team members who are separate from the Contractor are considered responsibilities. Where this specification defines roles or requirements of the GC, EC, MC, or other subcontrators separately it is for clarification of roles or as an aid for scheduling and remains a requirement of the Contractor.



B. Commissioning Team roles:

1. CxA: Coordinates and documents the Cx process, maintains issues log, issues meeting minutes, develops and updates Cx Plan; writes or approves tests; oversees and documents performance tests; develops the Commissioning Report.

2. The CxA develops the test procedures in a sequential written form, coordinates, oversees and documents the actual testing, which is usually performed by the Contractor or manufacturer’s authorized technician.

3. The CxA documents the commissioning process through use of progress reports, field reports, issues logs and meeting minutes.

4. CxT: Assists the CxA. Duties may include preparation of commissioning documents and test forms; leading commissioning activities; witnessing tests.

5. OCR: Facilitates the Cx process for the Owner. Coordinates between GC and Owner. Approves test plans and signs-off on performance. Performs construction observation, approves O&M manuals, and approves Test and Balance Report, Approves Commissioning reports.

6. GC: Facilitates the Cx process, ensures that Subs perform their requirements and integrates Cx into the construction process and schedule. The GC or SUBS provides lifts or tools necessary to access within and around equipment, and instruments or other items required to perform tests and measurements. The GC provides System Manual deliverable documents to the CxA in electronic form. These include documents such as the Record Documents, as-built shop drawings, training documents, and O&M manuals.

7. MC, CC, TAB, EC: Demonstrate proper system performance through performance of indicated tests or proceedures.

8. DOR: Performs construction observation, accepts Submittals, O&M manuals and assists in resolving problems.

9. USER: Participates in the verification and functional performance test activities to verify the building systems meet the intended need.

1.7 COMMISSIONING COMMUNICATION PROTOCOL

A. The CxA has no authority to modify Contract Documents. If there is a disagreement the OCR determines if Work is, or is not, in accordance with Contract Documents and what further action is required. The communication protocol table is a guide that is subject to modification by the OCR or GC.

Issue Protocol

Requests for information (RFI) or formal documentations requests.

Issued by GC and copied to CxA if relevant to commissioned systems.

Minor or verbal information and clarifications.

Noted by contractors in as-builts as required.

Notifying contractors of deficiencies Issued by GC and copied to CxA if relevant to commissioned systems.

Scheduling commissioning activities GC to schedule activities with all parties and on Project Schedule. GC communicates commissioning activities schedule changes to all. GC confirms availability of required parties near time of activities.



SUBS disagreeing with request or interpretation by the CxA.

GC shall mediate SUBS disagreement with CxA.

1.8 COMMISSIONING PLAN

A. Commissioning Plan in conjunction with the commissioning specifications identifies the scope, strategies and responsibilities for all of the team members within the commissioning process for the construction phase of the project. It outlines the overall process, sequence, organization, responsibilities and documentation for the commissioning process.

B. The following items are included in, or are integral to, the Commissioning Plan.

1. Current Project Schedule integrated with Cx Activities. 2. Cx Team Member Names and Contact Information. 3. Issues Log and Meeting Minutes 4. Control System Tests

a. Point to Point Verification b. Performance Verification

5. Functional Performance Test Forms[KF1] 6. Cx Reports including Progress Reports, Field Reports, Issues Log, and Meeting Minutes. 7. Cx Kick Off Meeting Agenda.

1.9 CONTROL SYSTEM TESTS

A. Control system tests requires Point to Point Verification and Performance Verification Tests (PVT) of the entire control system.

1. Point to point verification - Control contractor shall test and verify that each control point is installed, connected, and tested as specified in 23 09 23 3.12B.

a. Point to point verification checklists shall be initialed by the installing technician and reviewed by the technicians’ manager once completed prior to submitssion for review.

b. Provide 3 days notification to FNSB Maintenance staff of point to point verification testing.

2. Performance Verification Testing (PVT) – control contractor shall test and verify that automatic control of building control system has been achived in acoordance with the specified sequence of operation for all installed systems, as specified 23 09 23 3.12 D.

a. PVT checklist shall be initialed by the installing technician and reviewed by the technicians’ manager once completed prior to submitssion for review.

b. PVT requires dynamic testing of components and systems under operation (e.g., the chiller pump is tested interactively with the chiller functions to see if the pump ramps up and down to maintain the differential pressure set point). Test controlled systems under various operational modes, such as during low cooling or heating loads, high



loads, component failures, unoccupied, varying outside air temperatures, fire alarm, power failure, etc.

c. Run systems through all of the control system’s sequences of operation and components are verified to be responding as the sequences state. Record results on contractor provided PVT Checklist that includes specified sequence of operation.

B. The control system will be used in to demonstrate performance of mechanical systems. Verify the feasibility and effectiveness of prescribed mechanical system tests as part of PVT. Support Functional Performance Testing using the control system to test mechanical systems providing additional control sequences, and specific historical logs as required to capture required measurements.

1.10 FUNCTIONAL PERFORMANCE TESTS:

A. Functional Performance Testing (FPT) is the testing of the capacity of the main systems and the ability to meet owner performance requirements. The functional performance testing differs in that the main purpose is to see if the systems meeting the intended user needs for the facility at design conditions. Full heating and cooling loads are simulated to ensure equipment and distribution systems meet the needs at maximum conditions.

1.11 COMMISSIONING REPORT

A. The Commissioning Report shall include an executive summary; list of participants and roles; brief building description; overview of commissioning and testing scope; list of any equipment or systems that do not meet OPR or Contract Document requirements at completion of the commissioning process; and summarize steps made or steps to be made to correct or improve the condition.

B. The Commissioning Report shall include the final Commissioning Plan along with the following items:

1. Final Project Schedule integrated with Cx Activities. 2. Cx Team Member Names and Contact Information. 3. Updated Functional Performance Test Forms 4. Cx Reports including Progress Reports, Field Reports, Issues Log, and Meeting Minutes.


PART 3 - EXECUTION

3.1 GENERAL COMMISSIONING REQUIREMENTS

A. Perform commissioning activities, tests or measurements indicated and as required on commissioning checklist and test forms. The CxA is not required to perform tests. The CxA will direct, witness and document tests at his discression and as indicated.



B. Provide lifts, scaffolding, safety equipment, and PPE equipment as necessary to provide commissioning team members safe access to observe installation, and to perform or witness tests.

C. Provide measurement equipment as necessary to perform tests. Where use of calibrated instruments is indicated provide calibration in accordance with Section 23 05 93 – Testing, Adjusting and Balancing for HVAC. In addition to calibrated instruments provided by the balancing subcontractor, the controls contractor is to provide use of a calibrated digital thermometer. Amperage and voltage measurements may be taken using a standard uncalibrated digital amp meter or volt meter for the purposes of commissioning .

D. Commissioning team members attend meetings as outlined in the Commissioning Sequence.

E. Commission interrelated equipment and systems installed by this Project.

F. The CxA will review the completed evaluation and test checklists compiled by the GC and filled out by the commissioning team. The GC organizes and indexes the completed checklists by equipment into labeled, indexed and tabbed, three-ring binders, and deliver it to the CxA.

3.2 COMMISSIONING SEQUENCE

A. Integrate the indicated commissioning tasks into the Project Schedule.

B. Prior to functional performance testing work must be substantially complete and inspected. Outstanding Punch List items will be reviewed and consolidated into a list of items that affect commissioning activities. The Contracting Officer shall be the sole judge to determine if testing can proceed while unresolved punch list items exist

C. The following tasks must be performed sequencially where indicated when marked in the Prerequisite Task column as “Prior Task”. When tasks are marked as “Coordinate” they may be combined with other tasks. Submit below Commissioning Schedule chart with Expected date column filled out.

Tasks Responsibility/ Requirements

Expected Date

Prerequisite Tasks or Remarks

Pre-Construction Meeting All

Submit Cx Plan with Preliminary Checklists

CxA, CxT Duration From Notice to Proceed

Cx Plan Review CxA, Owner, GC Prior Task

Cx Review of Project Submittals CxA Prior Task

Conform Pre Functional Checklists, FPT and Tests with Submitted Equipment

CxA, CxT Prior Task

Submit Draft O&M Manuals GC Prior to Equipment Startup (Conform w/Closeout Specs)

Review Draft O&M Manuals OCR, DOR, CxA Prior to Equipment Startup (Conform w/Closeout Specs)




Expected Date


Commissioning Kick Off Meeting

GC, CxA, Subs Test forms should be conformed to Submittal Data, O&M Data, and Vendor Test Data.

TAB Performs TAB Readiness Check and Certifies System Readiness.

GC, QC, Subs Equipment is ready to balance and adequate measurement points exist.

Submit Completed Pre Functional Checklists for Review

GC, CxA, OCR Upon Completion

Control System Point to Point Verification

CC Control Devices Wired (USER may be included)

Control Contractor PVT Verification

CC Prior Task

Perform TAB TAB Equipment and Facility Ready

Submit Completed PVT Form to CxA

CC Prior Task

PVT Verification CxA, DOR, CC,MC, USER

PVT verification by CC

Correct TAB Deficiencies GC, MC, CC Coordinate Task

Correct Control Deficiencies GC, MC, CC Coordinate Task

Submit TAB Report/Control PVT Checlists

GC, TAB, CC Upon Completion

Review TAB Report and PVT CxA, OCR, DOR Prior Tasks

Perform HVAC FPT and Vendor Tests

All except FPC Prior Tasks

Substantial Completion Inspection

All Prior Tasks

Inspection Punch List Corrections GC/QC/SUBS Prior Task

Final Inspection GC/OCR Prior Task

Post Construction Tasks

Submit Final O&M with As-Built Shop Drawings

GC After Punch List Resolution and Cx Issues Log Resolution

Operator Training GC, SUBS, USERS

Submit Final Cx Report CxA Prior Tasks




Expected Date


Seasonal Deferred Functional Testing

GC, CxA, SUBS, OCR

Coordinate Tasks

10 month Post Occupancy Review

GC, CxA, OCR, USERS

Coordinate Task.

3.3 CONTROL SYSTEM VERIFICATION

A. Point to Point Test: Verify connection, operation, and location of each control device. Document calibration settings if different than factory defaults. Document point to point test indicating point name and date point was checked.

B. PVT Test: As part of the Pre Functional Test phase verify and sign off each sequence[RR2] or test to ensure that the sequence of operations indicated in the Contract Documents is consistent with the sequence of operations as programmed. This test should also confirm the that the functional performance test items are feasible and reasonable. Report any deficiencies or inconsistencies to the Contracting Officer for resolution.

C. Control System FPT Test: Rerun the previous PVT tests in the presence of and at the direction of the CxA and the Owner. This test focuses on both consistency with the Contract Documents and sequences added to demonstrate system or equipment performance. Perform test in spring or fall.

D. Post Commissioning Test: Rerun FPT test during winter temperature extremes to test the ability to maintain control setpoint.

3.4 FUNCTIONAL PERFORMANCE TEST REQUIREMENTS

A. Functional Performance Tests shall be performed for the items indicated in the Commissioning Plan. Functional performance tests shall begin only after all field installation/verification checks have been successfully completed unless a. These tests may not occur during a scheduled outages of other systems.

B. The CxA develops functional tests from Pre Functional Test and verification checklists provided by contractors.

C. The CxA coordinates with the Contracting Officer prior to performing functional performance testing.

D. The CxA or CxS documents the results of the tests.

3.5 CONSTRUCTION PHASE COMMISSIONING CLOSEOUT

A. Upon the completion of functional performance tests the CxA provides the completed commissioning deliverables including the Commissioning Report.



3.6 POST CONSTRUCTION PHASE COMMISSIONING CLOSEOUT

A. The CxA documents any post construction phase commissioning activitities such as deferred startup and testing, warranty issues affecting commissioning, and a 10 Month post occupancy review meeting as an addenda to the Commissioning Report.

END OF SECTION

North Pole Middle School Mechanical Systems Replacement & Upgrades SECTION 23 08 00 Project No.: 13-NPMPRJ-1 / IFB No.: 18039 COMMISSIONING OF HVAC


SECTION 23 08 00 - COMMISSIONING OF HVAC

PART 1 - GENERAL

1.1 SUMMARY

A. This Section of the specification covers the commissioning of building mechanical systems.

1.2 GENERAL

A. See Section 01 91 00 “Commissioning” for project commissioning requirements.

B. Utilize Commissioning Agent as indicated in Section 01 91 00 “Commissioning.”

C. Commissioning (Cx) is a systematic process of ensuring that all the building's energy related systems are installed and calibrated and perform interactively according to the design intent and the owner's project requirements and operational needs. The commissioning team will review the systems and ensure a properly adjusted and performing system is installed within the facility.

D. Pre -Test Checklists. Submit detailed pre-test checklists at least four weeks prior to the start of pre-test checks. Representative systems and equipment checklist examples are attached to the end of this submittal section.


PART 3 - EXECUTION

3.1 GENERAL

A. Pre-Test and start up shall be performed for the items indicated in the Commissioning Plan. Deficiencies discovered during these checks shall be corrected and retested in accordance with the applicable contract requirements.

B. Control Systems Tests

1. Point to Point Pre Test: Verify connection, operation, and location of each control device. Document calibration settings if different than factory defaults. Document point to point test indicating point name and date point was checked.

2. Performance Verification Test (PVT): Demonstrate compliance of the HVAC control system with the Contract Documents in accordance with approved test plan. The performance verification test shall show step by step, the actions and results required by the sequence of operations.

North Pole Middle School Mechanical Systems Replacement & Upgrades SECTION 23 08 00 Project No.: 13-NPMPRJ-1 / IFB No.: 18039 COMMISSIONING OF HVAC


3. The PVT test is the foundation for the functional performance test associated with the control system and in many cases verifies the functional performance of the associated equipment as well. Modify the test form after each test run to conform it to sequence of operation clarifications or changes.

4. Control System Test Sequence:

a. Point to Point Pre Test b. PVT Pre Test: As part of the pretest phase verify and sign off each sequence or test

to ensure that the sequence of operations indicated in the Contract Documents is consistent with the sequence of operations as programmed. This test should also confirm that the functional performance test items are feasible and reasonable. Report any deficiencies or inconsistencies to the Contracting Officer for resolution.

c. PVT Verification Test: In the presence of the DOR, demonstrate the sequence of operation for sign off by the DOR. This test focuses on consistency of the sequence of operations with the Contract Documents.

d. FPT Test: This test is a rerun of the previous PVT tests in the presence of the CxA and the Owner. It focuses on both consistency with the Contract Documents and sequences added to demonstrate system or equipment performance.

C. Functional Performance Tests shall be performed for the items indicated in the Commissioning Plan. Functional performance tests shall begin only after all field installation/verification checks have been successfully completed. These tests may not occur during a scheduled outages of other systems.

END OF SECTION

SECTION DETAIL - PIPE PENETRATION5

A232 1 1/2" = 1'-0"

MINIMUM 3" SPRAY ONINSULATION WITH 15 MINUTETHERMAL BARRIER

SEAL BARRIER TO PIPE

SEAL BASE PER BOOT MANUFACTURER

SEAL COLLAR PER BOOT MANUFACTURER

PIPE PER MECHANICAL

c

CONSULTANT:

CHECKED BY:DRAWN BY:DATE:PROJECT NO:

BETTISWORTH NORTH ARCHITECTS & PLANNERS

13-NMPRJ-012018-04-30

SYMBOL DESCRIPTION DATE

Architects Engineers Surveyors601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

MLMJB

A232

ROOF PLANNORTH RENOVATION

AD4-25

2617

10_A

232.D

WG

4/30/2

018 4

:37 P

M

AD4-25

5

A501

EXTERIOR SECTION DETAIL -BOILER STACK PENETRATION INFILL3" = 1'-0"

PROVIDE 2x FRAMING

SEAL AIR BARRIER TO EXISTINGAIR BARRIER ENTIRE PERIMETEROF OPENING

PROVIDE PRE-FINISHED METALFLASHING

MATCH EXISTING WALL ASSEMBLY

PROVIDE 2x FRAMING

PROVIDE PRE-FINISHED METALFLASHING

PROVIDE METAL SIDING TO MATCHEXISTING

SEAL AIR BARRIER TO EXISTINGAIR BARRIER ENTIRE PERIMETEROF OPENING

c

CONSULTANT:



13-NMPRJ-012018-04-30




MLMJB

A501

EXTERIOR DETAILS

AD4-26

2617

10_A

501.D

WG

4/30/2

018 4

:40 P

M

AD4-26

TOILET 111B

F2

32

109STORAGE

F200

107STORAGE

103ACANTEEN

50 CFM

FIRST FLOOR SOUTH VENTILATION PLAN1

M202 1" = 3/32"

c

CONSULTANT:



13-NMPRJ-012018-04-30




MJNJMH

M202

FIRST FLOORSOUTH VENTILATION PLAN

AD4-27

2617

10_M

202.D

WG

5/1/20

18 8:

46 A

M

AD4-27

EXISTING LOUVEREDPENTHOUSE TO BECONVERTED TO ROOFACCESS. SEE 1/A500

62/44 (+4) RA, SPLIT IN VERTICAL,TO MECHANICAL ROOM BELOW

58/54(+4) EA DISCHARGE,MINIMUM 10' FROM OA

INTAKE, WITH GOOSENECK,AND 1" GI MESH IN

REMOVABLE FRAME

VESTIBULE

4

OUTSIDE AIR INTAKE HOOD

EXISTING CLERESTORY

PATCH EXHAUSTPENTHOUSE OPENING

PROVIDE STEPINTEGRAL WITH

28/66 (+4) SA BELOW RATO MECHANICAL ROOM BELOW

24/36 (+4) SA BELOW RATO MECHANICAL ROOM BELOW

7

C D E F G H

3

4

5

6

7

VENTILATION ROOF PLAN1

M231 1" = 1/16"

GENERAL NOTES1. EXTERIOR DUCTWORK TO HAVE 4" OF INSULATION AND HAVE METAL

JACKETING. PROVIDE CURB AND SEAL WHERE DUCTWORK PENETRATES ROOF.

2. PROVIDE EXHAUST AND INTAKE HOODS AT EXHAUST AND INTAKE AIR

OPENINGS ON .

3. REMOVE ROOF ASSEMBLY TO TOP OF EXISTING METAL DECK AS REQUIRED TO

ACCOMMODATE STRUCTURAL SUPPORT SYSTEM, SEE S200.

4. PROVIDE ROOF ASSEMBLY TO MATCH EXISTING, TIE EPDM ROOF MEMBRANE

INTO EXISTING AND MAINTAIN EXISTING ROOF WARRANTY.

5. MOUNT ROOF TO STRUCTURAL SUPPORT SHOWN ON S200.

6. PROVIDE WALKING SURFACE BETWEEN ROOF ACCESS AND ACCESS.

7. PROVIDE DUCT SUPPORTS FROM THE ROOF PER SMACNA. FOR EXHAUST AIR

DUCT, PROVIDE PRESSURE TREATED WOOD CRIBBING ON THE ROOF SURFACE

TO SUPPORT THE DUCTWORK.

8. PROVIDE SHIPPING SPLITS ON HRVs AS REQUIRED TO SHIP UNIT TO SITE.

AD4-30

c

CONSULTANT:



13-NMPRJ-012018-04-30




MJNJMH

M231

VENTILATIONROOF PLAN

AD4-30

2617

10_M

231.D

WG

4/30/2

018 7

:14 P

M

AD4-30

PROVIDE ACCESS ANDHATCH TO ROOF. PATCH120/72 OA AS REQUIRED,CONVERT TOROOF ACCESS. SEE

24/36 SA FROM ABOVE

28/44 (+4) RA TO ABOVE

201MECHANICAL

24/36 SA

4

M240

5

M240

24/36 SA

1

A500

EXISTINGFLOORDRAIN

28/66 SA FROM ABOVE

28/44 (+4) RA TO ABOVE

ENLARGED MECHANICAL ROOM 2012

M250 1/4"=1'-0"

c

CONSULTANT:



13-NMPRJ-012018-04-30




MJNJMH

M250

LARGE SCALE VENTILATION PLANS

AD4-34

2617

10_M

250.D

WG

4/30/2

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AD4-34

Fairbanks North Star Boroughfnsb.us/gs/PastBidDocuments/18039 Final Addendum 4.pdf ·...

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Transcript of Fairbanks North Star Boroughfnsb.us/gs/PastBidDocuments/18039 Final Addendum 4.pdf ·...