R R R SPEXs 01032014
SPECIFICATIONS
Roof Replacement
RK FINN RYAN ROAD SCHOOL
498 RYAN ROAD
NORTHAMPTON, MA 01060
School Committee
Mayor David J. Narkewicz, Chair
Edward Zuchowski, Ward 4, Vice Chair
Pam Hannah, Ward 1
Andrew Shelffo, Ward 2
Howard Moore, Ward 3
Ann Hennessey, Ward 5
Lisa Minnick, Ward 6
Downey Meyer, Ward 7
Blue DuVal, at Large
Regina H. Nash, Ed.D., Interim Superintendent
Gregory Kochan, Supervisor of School Maintenance
Roy S. Brown, Architects
85 Chilson Road
Wilbraham, Massachusetts 01095
p 413.596.2360
f 413.596.2360
January 3, 2014
TABLE OF CONTENTS
NOTICE TO BIDDERS ........................................................................................ 1
CENTRAL REGISTER AD ................................................................................... 1
INSTRUCTIONS TO BIDDERS ........................................................................... 1 to 4
FORM FOR GENERAL BID ................................................................................. 1 to 2
CONTRACT AND CONSTRUCTION FORMS
1. Construction Contract .............................................................................. 1 to 14
2. Application for Payment ........................................................................... 1
3. Continuation Sheet .................................................................................. 1
4. Change Order .......................................................................................... 1
5. Architect’s Supplemental instructions ...................................................... 1
6. Certificate of Substantial Completion ....................................................... 1
GENERAL CONDITIONS OF THE CONTRACT ................................................. 1 to 48
SUPPLEMENTARY GENERAL CONDITIONS ................................................... 1 to 4
1. Wage Rate Notice ................................................................................... 1
2. Weekly Payroll Records Report & Statement of Compliance .................. 1
3. Massachusetts Weekly Certified Payroll Report Form ............................ 1
4. Prevailing Wage Rates ............................................................................ 1 to 33
GENERAL REQUIREMENTS
Section 01010: Summary of Work ...................................................................... 1 to 4
Section 01015: Alternates ................................................................................... 1
Section 01027: Applications for Payment ........................................................... 1 to 2
Section 01028: Change Order Procedures ......................................................... 1 to 3
Section 01040: Coordination ............................................................................... 1 to 2
Section 01045: Cutting and Patching .................................................................. 1 to 3
Section 01090: Reference Standards ................................................................. 1 to 2
Section 01120: Alteration Project Procedures .................................................... 1 to 3
Section 01200: Project Meetings ........................................................................ 1 to 3
Section 01300: Submittals .................................................................................. 1 to 2
Section 01310: Progress Schedules ................................................................... 1 to 2
Section 01330: Materials and Equipment ........................................................... 1 to 2
Section 01340: Shop Drawings, Product Data and Samples ............................. 1 to 3
Section 01370: Schedules of Values .................................................................. 1 to 2
Section 01500: Construction Facilities and Temporary Controls ........................ 1 to 2
Section 01530: Barriers ....................................................................................... 1
Section 01540: Security ...................................................................................... 1
Section 01569: Construction Cleaning ................................................................ 1
Section 01600: Materials and Equipment ........................................................... 1 to 4
Section 01610: Transportation and Handling ...................................................... 1 to 2
Section 01620: Storage and Protection .............................................................. 1 to 2
Section 01630: Product Options and Substitutions ............................................. 1 to 3
Section 01700: Contract Closeout ...................................................................... 1 to 5
Section 01710: Final Cleaning ............................................................................ 1 to 2
Section 01730: Operation and Maintenance Data ............................................... 1 to 3
Section 01740: Warranties and Bonds ............................................................... 1 to 2
TECHNICAL REQUIREMENTS
Section 02072: Minor Demolition for Remodeling ................................................ 1 to 2
Section 06001: Rough Carpentry ......................................................................... 1 to 4
Section 07212: Rigid Insulation ............................................................................ 1 to 4
Section 07530: Elastomeric Sheet Waterproofing (EPDM) - Adhered ................. 1 to 13
Section 07541: Thermoplastic Membrane Roofing (PVC) – Adhered .................. 1 to 24
Section 07600: Flashing and Sheetmetal ............................................................. 1 to 3
Section 07900: Joint Sealants .............................................................................. 1 to 3
Section 15400: Plumbing Work ............................................................................ 1 to 2
The following General Contract submission was successfully
received.
Planned date of publish is 1/1/2014
Awarding Agency
Agency Name
and Address:
Roof Replacement RK Finn Ryan Road School
498 Ryan Road Northampton, MA 01060
Project Number:13-12-01
Estimated Cost:$145,000
Contractor
Qualification:
DCAM Certificate
Required for DCAM contracts over $100,000, Massachusetts Highway contracts over $50,000.
Contact Information
Name:Roy S. Brown Arrchitects
Phone:413-596-2360 Fax 413-596-2360
Email Address:rsba85@yahoo.com
Notify email address listed when final publish date assigned.
Contract Information
Project:Roof Replacement, RK Finn Ryan Road School, 498 Ryan Road,
Northampton, MA 01060
Plans/Specifications
Available:
Place, date and time
At the office of Roy S. Brown Architects, 85 Chilson Road,
Wilbraham, MA 01095 after 2:oo pm on Friday, January 3, 2014.
General Bid
Deadline*:
01/17/2014 Time 2:00pm
Sub Bid
Deadline:
Time
Sub Bid
Categories:
None
Additional
Information
A project walk-thru is planned for Friday, January 10, 2014 at
3:15 pm. Drawings and specifications may be examined and
obtained at the office of Roy S. Brown Architects, 85 Chilson
Road, Wilbraham, MA 01095 after Frday, January 3, 2014 at
2:00pm. Copies of the documents may be obtained by eligible
bidders from the same office with a certified check or cash deposit
of seventy-five ($75) made payable to Roy Brown. This deposit is
refundable upon return of said documents in good condition not
later than ten (10) days after the opening of bids. A non-
refundable postage and mailing fee of twenty-five ($25) dollars
made payable to Roy Brown will be charged for each set of
documents requested by mail. Documents requested by mail will
be sent via United States Postal Service only.
This page can be printed for your records.
Page 1 of 1SPR Central Register General Contract Submit Confirmation
12/20/2013http://www.sec.state.ma.us/sprpublicforms/GCSubmitConfirmation.aspx?ID=82499
INSTRUCTIONS TO BIDDERS
Page 1
A. GENERAL
1. The Notice to Bidders is hereby made a part of this contract.
2. The attention of bidders is called to those parts of the Legal/Contractual
Documents regarding labor conditions, wage rates, etc.
3. Statutes regulating competitive bidding in the award of contracts for public
building projects as promulgated by Chapter 579, Acts and Resolves of 1980,
of the Commonwealth of Massachusetts shall govern the process of bidding
and contract award on this project.
B. GENERAL BIDDER'S PREQUALIFICATION
1. DCAM qualifications in the Roofing category as a Prime/General Bidder will
be required for the General Bid. DCAM qualification and update statements
will be required in the sealed bid packages.
C. DRAWINGS AND CONTRACT DOCUMENTS
1. Detailed drawings, specifications plus all other Contract Documents may be
obtained at the Office of Roy S. Brown, Architects, 85 Chilson Road,
Wilbraham, Massachusetts, 01095.
2. A deposit of seventy-five dollars ($75) will be required on each set of
drawings and contract documents taken. Such deposits will be refunded upon
return of said drawings and documents in good condition within ten (10) days
after the opening of the General Bids.
D. QUESTIONS REGARDING SPECIFICATIONS
1. Any questions regarding the intent or meaning of the specifications and the
equality or use of products or methods, other than those definitely designated
or described on the drawings or in the specifications, shall be submitted in
writing by the bidders to the Architect together with drawings, detailed
specifications or other data in sufficient detail to enable the Architect to
determine the equality of the product or method, at least five (5) days before
the advertised openings of the bids.
2. The Architect shall arrange as addenda, which shall become a part of the
contract and specifications, all questions so received with his decision
regarding each, and he shall send a copy of these addenda to specification,
at least two (2) days prior to said opening of General Bids.
3. Unless such action shall have been taken by the bidder and approval obtained, he
agrees to use the product or method designated or described in the specifications.
E. EXISTING CONDITIONS
1. Bidders are required to submit their proposals upon the following express
conditions, which shall apply to and become part of every bid received, viz.:
Bidders must satisfy themselves by personal examination of the location of
the proposed work and by such other means as they may desire, as to
actual conditions and requirements of the work.
INSTRUCTIONS TO BIDDERS
Page 2
2. The locations of existing structures and wires are shown on the drawings in
accordance with the best available information in the Owner's possession. The
completeness and accuracy of said information are not guaranteed and the
Contractor shall have no grounds for additional compensation because of
excessive expense due to encountering any existing pipes, wires structures, etc.
G. SPECIAL JOB REQUIREMENTS
1. All components, materials, parts and labor executed under this contract shall
be warranted for a period of not less than two (2) years from the date of
Substantial Completion. Substantial Completion is required by Friday,
2. June 20, 2014.
3. The Contractor is required to prevent construction debris and dust from
effecting normal operation. The Contractor is also required to prevent
occupants from accessing the construction area at all times.
4. Final completion of all punch list items is required by Friday,
June 27, 2014.
4. A project walk-thru is scheduled for Friday, January 10, 2014
at 3:15 pm.
H. GENERAL BIDS
1. All bids must be upon the blank form for proposal annexed hereto. Give the
price for each item of work proposed, both in words and figures, and be
signed by the bidder with his business address and place of residence.
2. Bid Security:
a. 5% Bid Bond or certified check payable to the City of Northampton..
3. Bids may be withdrawn at any time prior to the designated time for the
opening of bids. No bid may be withdrawn within thirty (30) days (Sunday or a
legal holiday not included) after the actual date of opening thereof.
4. Bids will be compared on the basis of the lump sum price stated in the
Proposal. In the event that there is a discrepancy between the lump sum price
written in figures, the price written in words shall govern.
5. The bidder shall agree to commence the work on or before March 31,
2014. See Section 01310 Progress Schedules.
6. The Owner may reject as informal, bids which are incomplete, conditional, or
obscure, or which contain additions not called for, erasures not properly
initialed, alterations, or irregularities of any kind; or the Owner may waive such
informalities within the general laws of the Commonwealth of Massachusetts.
I. CONTRACT AWARDS
1. A bond in the sum of 100% of the proposal, with a surety company satisfactory
to the Owner, as surety will be required for the faithful labor and materials
payment of the contract, or the assignment of savings bank, bank book in lieu
of such surety company bond in the full amount of contract.
INSTRUCTIONS TO BIDDERS
Page 3
2. The party to whom the contract is awarded will be required to present forthwith the
name of the surety company to be offered and to execute the contract and furnish
the bond duty executed by satisfactory surety company, within the time limit
stated in the proposal after notification that the contract is ready for signature.
3. In case the party to whom the contract is awarded shall fail or neglect to
execute the contract and furnish a satisfactory bond within the time specified,
the Owner may determine that the bidder has abandoned the contract and
thereupon the proposal and acceptance shall be null and void, and the
certified check accompanying the proposal shall be forfeited to and retained
by the said Owner as liquidated damages for such failure or neglect, and to
indemnity said Owner for any loss which may be sustained by failure of the
bidder to execute the contract and furnish bond as aforesaid. After the
execution of the contract and the acceptance of the bond by the Owner, the
check accompanying the proposal of the successful bidder shall be returned.
J. ALTERNATES
1. All Bidders shall include a price for each Alternate. The prices given shall be total
prices and shall include all costs for bonding, insurance, overhead and profit, or
any other costs. If no change in the Base Bid is required, enter "No Change".
K. DAMAGES
1. Liquidated damages in the amount of One hundred dollars ($100) per day
shall be withheld by the Owner for failure to achieve Substantial Completion or
final completion.
2. Liquidated damages in the amount of Fifty dollars ($50) per day shall be
withheld by the Owner for failure to achieve Punch List Completion within the
allotted time.
L. ESTIMATING
1. General Bidders are reminded that not every detail of construction can be
shown on the drawings and that not every part of every assembly can be listed
in the specifications. The Owner assumes that General Bidders are experienced
tradesman who estimate and supply all the required materials for their trades
and perform in a workmanlike manner.
2. No solicitations for extra cost shall be entertained because not every item is
detailed.
3. If any inconsistency shall be found to exist within the Contract Documents,
the greater quantity or better quality shall be assumed.
4. The building permit fee will not be waived. Verify the cost, as part of the bid,
with the City of Northampton Building Inspector’s office.
M. CHANGE ORDERS
1. When change order work is approved, The Owner will approve the following
maximums above the direct costs:
INSTRUCTIONS TO BIDDERS
Page 4
a. Where only the general bidder (or his direct sub-contractors) are
involved, ten percent (10%) overhead and profit, plus one percent
(1%) for the bond.
- END OF SECTION -
FORM FOR GENERAL BID
Page 1
TO THE AWARDING AUTHORITY:
A. Base Bid:
The undersigned proposes to furnish all labor and materials required for the Roof
Replacement at the RK Finn Ryan Road School, 498 Ryan Road, Northampton,
Massachusetts 01060 in accordance with the accompanying Plans and
Specifications prepared by Roy S. Brown Architects, 85 Chilson Road,
Wilbraham, Massachusetts 01095, for the Contract Price specified below, subject
to additions and deductions according to the terms of the Specifications.
B. The bid includes Addenda numbered __________________ and ____________.
C. The proposed Contract Price is
Dollars ($ )
D. Alternates:
For Alternate #1, Add ___________________ or Subtract __________________.
For Alternate #2, Add ___________________ or Subtract __________________.
E. The undersigned agrees that, if he is selected as General Contractor, he will,
within five (5) days, Saturdays, Sundays and legal holidays excluded, after
presentation thereof by the Awarding Authority, execute a Contract in accordance
with the terms of this Bid and furnish a performance bond and also a labor and
materials or payment bond, each of a surety company qualified to do business
under the laws of the Commonwealth and satisfactory to the Awarding Authority
and each in the sum of the Contract Price, the premiums for which are to be paid
by the General Contractor and are included in the Contract Price; provided,
however, that if there is more than one (1) surety company, the surety companies
shall be jointly and severally liable.
The undersigned hereby certifies that he is able to furnish labor that can work in
harmony with all other elements of labor employed or to be employed on the work;
that all employees to be employed at the worksite will have successfully completed
a course in construction safety and health approved by the United States
Occupational Safety and Health Administration that is at least 10 hours in duration
at the time the employee begins work and who shall furnish documentation of
successful completion of said course with the first certified payroll report for each
employee; and that he will comply fully with all laws and regulations applicable to
awards made subject to section 44A.
The undersigned further certifies under the penalties of perjury that this bid is in
all respects bona fide, fair and made without collusion or fraud with any other
person. As used in this subsection the word “person” shall mean any natural
person, joint venture, partnership, corporation or other business or legal entity.
FORM FOR GENERAL BID
Page 2
The undersigned further certifies under penalty of perjury that the said
undersigned is not presently debarred from doing public construction work in the
commonwealth under the provisions of section twenty-nine F of chapter twenty-
nine, or any other applicable debarment provisions of any other chapter of the
General Laws or any rule or regulation promulgated thereunder.
Date: ____________________________
_________________________________________________
(Name of General Bidder)
By:
_________________________________________________
(Name and Title of Person Signing Bid)
_________________________________________________
(Signature)
_________________________________________________
(Business Address)
_________________________________________________
(City, State and Zip Code)
_________________________________________________
(Telephone Number)
NOTE: This Proposal must bear the written signature of the Bidder. If the Bidder is a
partnership, the Proposal must be signed by a partner. If the Bidder is a
corporation, the proposal must be signed by a duly authorized office or agent
of such corporation.
Attachments Required:
- Bid Guarantee (Bid Bond or Certified Check)
- DCAM Qualification Statement
- DCAM Update Statement
Contract and Construction Forms
A107-1987 Page 1
AIA Document A107
Abbreviated Form of Agreement
Between Owner and Contractor
For Construction Projects of Limited Scope where
the Basis of Payment is a Stipulated Sum
1987 EDITION
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH
AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR
MODIFICATION
This document includes abbreviated General Conditions and should not be used with other general conditions.
It has been approved and endorsed by the Associated General Contractors of America
_________________________________________________________________________________________________________________________________
AGREEMENT
made as of the day of in the year of
BETWEEN the Owner:
(Name and Address)
and the Contractor:
(Name and Address)
The Project is :
(Name and Location)
The Architect is:
(Name and Address)
The Owner and Contractor agree as set forth below:
A107-1987 Page 2
ARTICLE 1
THE WORK OF THIS CONTRACT
1.1 The Contractor shall execute the entire Work described in the Contract Documents,
except to the extent specifically indicated in the Contract Documents to be specifically the
work of others.
ARTICLE 2
DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
2.1 The date of commencement is the date from which the Contract Time of Paragraph 2.2 is
measured, and shall be the date of this Agreement as first written above, unless a
different date is stated below or provision is made for the date to be fixed in a notice to
proceed issued by the Owner.
(Insert the date of commencement, if it differs from the date of Agreement or, if applicable, state that the date
will be fixed in a notice to proceed.)
2.2 The Contractor shall achieve Substantial Completion of the entire Work not later than:
(Insert the calendar date or number of calendar days after the date of commencement. Also insert any
requirements for earlier Substantial Completion of certain portions of the Work, if not stated elsewhere in the
Contract Documents.)
, subject to adjustments of this Contract Time as provided in the Contract Documents.
(Insert provisions, if any, for liquidated damages relating to failure to complete on time)
ARTICLE 3
CONTRACT SUM
3.1 The Owner shall pay the Contractor in current funds for the Contractor’s performance of
the Contract, the Contract Sum of dollars ($ ),
subject to additions and deductions as provided in the Contract Documents.
A107-1987 Page 3
3.2 The Contract Sum is based upon the following alternates, if any, which are described in
the Contract Documents and are hereby accepted by the Owner:
(State the numbers or other identification of accepted alternates. If decisions on other alternates are to be
made by Owner subsequent to the execution of this Agreement, attach a schedule of such other alternates
showing the amount of each and the date until which the amount is valid.)
3.3 Unit prices, if any, are as follows:
ARTICLE 4
PROGRESS PAYMENTS
4.1 Based upon Applications for Payment submitted to the Architect by the Contractor and
Certificates for Payment issued by the Architect, the Owner shall make progress
payments on account of the Contract Sum to the Contractor as provided below and
elsewhere in the Contract Documents. The period covered by each Application for
Payment shall be one calendar month ending on the last day of the month.
4.2 Payments due and unpaid under the Contract shall bear interest from the date payment
is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from
time to time at the place where the Project is located.
(Insert rate if interest agreed upon, if any)
A107-1987 Page 4
ARTICLE 5
FINAL PAYMENT
5.1 Final payment constituting the entire unpaid balance of the Contract Sum shall be made
by the Owner to the Contractor when the Work has been completed, the Contract fully
performed, and a final Certificate for Payment has been issued by the Architect.
ARTICLE 6
ENUMERATION OF CONTRACT DOCUMENTS
6.1 The Contract Documents are listed in Article 7 and, except for Modifications issued after
execution of this Agreement, are enumerated as follows:
6.1.1 The Agreement is this executed Abbreviated Form of Agreement Between Owner and
Contractor. AIA Document A107, 1987 Edition.
6.1.2 The Supplementary and other Conditions of the Contract are those contained in the
Project Manual and dated , and are as follows:
Document Title Pages
6.1.3 The Specifications are those contained in the Project Manual dated as in Subparagraph
6.1.2 and are as follows:
(Either list the Specifications here or refer to an exhibit attached to this Agreement.)
Section Title Pages
A107-1987 Page 5
6.1.4 The Drawings are as follows, and dated unless a different date is shown below:
(Either list the Drawings here or refer to an exhibit attached to this Agreement.)
Number Title Date
6.1.5 The Addenda, if any, are as follows:
Number Date Pages
Portions of the Addenda relating to bidding requirements are not part of the Contract
Documents unless the bidding requirements are also enumerated in this Article 6.
6.1.6 Other documents, if any forming part of the Contract Documents are as follows:
(List any additional documents which are intended to form part of the Contract Documents.)
ARTICLE 7
CONTRACT DOCUMENTS
7.1 The Contract Documents consist of this agreement with Conditions of the Contract
(General, Supplementary and other Conditions), Drawings, Specifications, addenda
issued prior to the execution of this Agreement, other documents listed in this Agreement
and Modifications issued after execution of this Agreement. The intent of the Contract
Documents is to include all items necessary for the proper execution and completion of
the work by the Contractor. The Contract Documents are complementary, and what is
required by one shall be as binding as if required as if required by all; performance by the
Contractor shall be required only to the extent consistent with the Contract Documents
and reasonable inferable from them as being necessary to produce the intended results.
7.2 The Contract Documents shall not be construed to create a contractual relationship of
any kind (1) between the Architect and Contractor, (2) between the Owner and
Subcontractor or Sub-subcontractor or (3) between any persons or entities other than the
Owner and Contractor.
A107-1987 Page 6
7.3 Execution of the Contract by the Contractor is a representation that the Contractor has
visited the site and has become familiar with local conditions under which the Work is to
be performed.
7.4 The term “Work” means the construction and services required by the Contract
Documents whether completed or partially completes, and includes all other labor,
materials, equipment and services provided or to be provided by the Contractor to fulfill
the Contractor’s obligations. The Work may constitute the whole or a part of the project.
ARTICLE 8
OWNER
8.1 The Owner shall furnish surveys and a legal description of the site.
8.2 Except for permits and fees which are the responsibility of the Contractor under the
Contract Documents, the Owner shall secure and pay for necessary approvals,
easements, assessments and charges required for the construction, use or occupancy of
permanent structures or permanent changes in existing facilities.
8.3 If the Contractor fails to correct Work which is not in accordance with the requirements of
the Contract Documents or persistently fails to carry out the Work in accordance with the
Contract Documents, the Owner, by a written order, may order the Contractor to stop the
Work, or any portion thereof, until the cause for such order has been eliminated;
however, the right of the Owner to stop the Work shall not give rise to a duty on the part
of the Owner to exercise this right for the benefit of the Contractor or any other person or
entity.
ARTICLE 9
CONTRACTOR
9.1 The Contractor shall supervise and direct the Work, using the Contractor’s best skills and
attention. The Contractor shall be solely responsible for and have control over
construction means, methods, techniques, sequences and procedures and for
coordinating all portions of the Work under the Contract, unless Contract Documents give
other specific instructions concerning these matters.
9.2 Unless otherwise provided in the Contract Documents, the Contractor shall provide and
pay for labor, materials, equipment, tools, construction equipment and machinery, water
heat, utilities, transportation and other facilities and services necessary for the proper
execution and completion of the Work, whether temporary or permanent and whether or
not incorporated or to be incorporated in the Work.
9.3 The Contractor shall enforce strict discipline and good order among the Contractor’s
employees and other persons carrying out the Contract. The Contractor shall not permit
employment of unfit persons or persons not skilled in tasks assigned to them.
9.4 The Contractor warrants to the Owner and Architect that materials and equipment
furnished under the Contract will be of good quality and new unless otherwise required or
permitted by the Contract Documents, that the Work will be free from defects not inherent
in the quality required or permitted, and that the Work will conform with the requirements
of the Contract Documents. Work not conforming to these requirements, including
substitution not properly approved and authorized, may be considered defective. The
Contractor’s warranty excludes remedy for damage or defect caused by abuse,
modifications not executed by the Contractor, improper or insufficient maintenance,
A107-1987 Page 7
improper operation, or normal wear and tear under normal usage. If required by the
Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of
materials and equipment.
9.5 Unless otherwise provided in the Contract Documents, the Contractor shall pay sales,
consumer, use, and other similar taxes which are legally enacted when bids are received
or negotiations concluded, whether or not yet effective or merely scheduled to go into
effect, and shall secure and pay for the building permit and other permits and government
fees, licenses and inspections necessary for proper execution and completion of the
Work.
9.6 The Contractor shall comply with and give notices required by laws, ordinances, rules,
regulations and lawful orders of public authorities bearing on performance of the Work.
The Contractor shall promptly notify the Architect and Owner if the Drawings and
Specifications are observed by the Contractor to be at variance therewith.
9.7 The Contractor shall be responsible to the Owner for the acts and omissions of the
Contractor’s employees, Subcontractors and their agents and employees, and other
persons performing portions of the Work under a contract with the Contractor.
9.8 The Contractor shall review, approve and submit to the Architect Shop Drawings, Product
Data, Samples and similar submittals required by the Contract Documents with
reasonable promptness. The Work shall be in accordance with approved submittals.
When professional certification of performance criteria of materials, systems or
equipment is required by the Contract Documents, the Architect shall be entitled to rely
upon the accuracy and completeness of such certifications.
9.9 The Contractor shall keep the premises and surrounding area free from accumulation of
waste materials or rubbish caused by operations under Contract. At completion of the
Work, the Contractor shall remove from around the Project, waste materials, rubbish, and
the Contractor’s tools, construction equipment, machinery and surplus materials.
9.10 The Contractor shall provide the Owner and Architect access to the Work in preparation
and progress wherever located.
9.11 The Contractor shall pay all royalties and license fees; shall defend suits or claims for
infringement of patent rights and shall hold the Owner harmless from loss on account
thereof, but shall not be responsible for such defense or loss when a particular design,
process, or product of a particular manufacturer is required by the Contract Documents
unless the Contractor has reason to believe that there is an infringement of patent.
9.12 To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless
the Owner, Architect, Architect’s Consultants, and agents and employees of any of them
from and against claims, damages, losses and expenses, including but not limited to
attorney’s fees arising out of or resulting from performance of the Work, provided that
such claim, damage, loss or expenses attributable to bodily injury, sickness, disease or
death, or to injury to or destruction of tangible property (other than the Work itself)
including loss of use resulting therefrom, but only to the extent caused in whole or in part
by negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or
indirectly employed by them or anyone for whose acts they may be liable, regardless of
whether or not such claim, damage , loss or expense is caused in part by a party
indemnified hereunder. Such obligation shall not be construed to negate, abridge, or
reduce other rights or obligations of indemnity which would otherwise exist as to a party
or person described in this paragraph 9.12
A107-1987 Page 8
9.12.1 In claims against any person or entity indemnified under this paragraph 9.12 by an
employee of a Contractor, a Subcontractor, anyone directly or indirectly employed by
them or anyone for whose acts they may be liable, the indemnification obligation under
this paragraph 9.12 shall not be limited by a limitation on amount or type of damages,
compensation or benefits payable by or for the Contractor or a Subcontractor under
workers’ or workmen’s compensation acts, disability benefit acts or other employee
benefit acts.
9.12.2 The obligations of the Contractor under this paragraph 9.12 shall not extend to the liability
of the Architect, the Architect’s Consultants and agents and employees of any of them
arising out of (1) the preparation or approval of maps, drawings, opinions reports,
surveys, Change Orders, Construction Change Directives, design or specifications, or (2)
the giving of or the failure to give directions or instructions by the Architect, the Architect’s
Consultants and agents and employees of any of them provided such giving or failure to
give is the primary cause of injury or damage.
ARTICLE 10
ADMINISTRATION OF THE CONTRACT
10.1 The Architect will provide administration of the Contract and will be the Owner’s
representative (1) during Construction, (2) until final payment is due and (3) with the
Owner’s concurrence, from time to time during the correction period described in
paragraph 18.1.
10.2 The Architect will visit the site at intervals appropriate to the stage of construction to
become generally familiar with the progress and quality of the completed Work and to
determine in general if the Work is being performed in a manner indicating that the Work
when completed, will be in accordance with the Contract Documents. However, the
Architect will not be required to make exhaustive or continuous on-site inspections to
check quality or quantity of the Work. On the basis of on-site observations as an
architect, the Architect will keep the Owner informed of progress of the Work and will
endeavor to guard the Owner against defects and deficiencies in the Work.
10.3 The Architect will not have control over or charge of and will not be responsible for
construction means, methods, techniques, sequences or procedures or for safety
precautions and programs in connection with the Work, since these are solely the
Contractor’s responsibility as provided in paragraphs 9.1 and 16.1. The Architect will not
be responsible for the Contractor’s failure to carry out the Work in accordance with the
Contract Documents.
10.4 Based on the Architect’s observations and evaluations of the Contractor’s Applications for
Payment, the Architect will review and certify the amounts due the Contractor and will
issue Certificates for Payment in such amounts.
10.5 The Architect will interpret and decide matters concerning performance under the
requirements of the Contract Documents on written request of either the Owner or
Contractor. The Architect will make initial decisions on all claims, disputes or other
matters in question between the Owner and Contractor, but will not be liable for results of
any interpretations or decisions rendered in good faith. The Architect’s decisions in
matters relating to aesthetic effect will be final if consistent with the intent expressed in
the Contract Documents. All other decisions of the Architect, except those which have
been waived by making or acceptance of final payment, shall be subject to arbitration
upon the written demand of either party.
10.6 The Architect will have authority to reject Work which does not conform to the Contract
Documents.
A107-1987 Page 9
10.7 The Architect will review and approve or take other appropriate action upon the
Contractor’s submittals such as shop drawings, Product Data and Samples, but only for
the limited purpose of checking for conformance with information given and the design
concept expressed in the Contract Documents.
10.8 All claims or disputes between the Contractor and the Owner arising out or relating to the
Contract, or the breach thereof, shall be decided by arbitration in accordance with the
Construction Industry Arbitration Rules of the American Arbitration Association currently
in effect unless the parties mutually agree otherwise and subject to an initial presentation
of the claim or dispute to the Architect as required under paragraph 10.5. Notice of the
demand for arbitration shall be filed in writing with the other party to this agreement and
with the American Arbitration Association and shall be made within a reasonable time
after the dispute has arisen. The award rendered by the arbitrator or arbitrators shall be
final, and judgment may be entered upon it in accordance with applicable law in any court
having jurisdiction thereof. Except by written consent of the person or entity sought to be
joined, no arbitration arising out of or relating to the Contract Documents shall include by
consolidation, joinder or in any other manner, any person or entity not a party to the
Agreement under which such arbitration arises, unless it is shown at the time the demand
for arbitration is filed that (1) such person or entity is substantially involved in a common
question of fact or law, (2) the presence of such person or entity is required if complete
relief is to be accorded in the arbitration, (3) the interest or responsibility of such person
or entity in the matter is not insubstantial and (4) such person or entity is not the Architect
or any of the Architect’s employees or consultants. The agreement herein among the
parties to the agreement and any other written agreement to arbitrate referred to herein
shall be specifically enforceable under applicable law in any court having jurisdiction
thereof.
ARTICLE 11
SUBCONTRACTS
11.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to
perform a portion of the Work at the site.
11.2 Unless otherwise stated in the Contract Documents or the bidding requirements, the
Contractor, as soon as practicable after award of the Contract, shall furnish in writing to
the Owner through the Architect, the names of the Subcontractors for each of the
principal portions of the Work. The Contractor shall not contract with any Subcontractor
to which the Owner or Architect has made reasonable and timely objection. The
Contractor shall not be required to contract with anyone to whom the Contractor has
made reasonable objection. Contracts between the Contractor and Subcontractor shall
(1) require each Subcontractor, to the extent of the Work to be performed by the
Subcontractor, to be bound to the Contractor by the terms of the Contract Documents,
and to assume toward the Contractor all the obligations and responsibilities which the
Contractor, by the Contract Documents, assumes toward the Owner and Architect, and
(2) allow to the Subcontractor the benefit of all rights, remedies and redress afforded to
the Contractor by these Contract Documents.
ARTICLE 12
CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS
12.1 The Owner reserves the right to perform construction or operations related to the Project
with the Owner’s own forces, and to avoid separate contracts in connection with other
portions of the Project or other construction or operations on the site under conditions of
the contract identical or substantially similar to these, including those portions related to
insurance and waiver of subrogation. If the Contractor claims that delay or additional
cost is involved because of such action by the Owner, the Contractor shall make such
claim as provided elsewhere in the Contract Documents.
A107-1987 Page 10
12.2 The Contractor shall afford the Owner and separate contractors reasonable opportunity
for the introduction and storage of their materials and equipment and performance of their
activities, and shall connect and coordinate the Contractor’s construction and operations
with their as required by the Contract Documents.
12.3 Costs caused by delays, improperly times activities or defective construction shall be
borne by the party responsible therefor.
ARTICLE 13
CHANGES IN THE WORK
13.1 The Owner without invalidating the Contract, may order changes in the Work consisting
of additions, deletions or modifications, the Contract Sum and Contract Time being
adjusted accordingly. Such changes in the Work shall be authorized by written Change
Order signed by the Owner, Contractor and Architect, or by written Construction Change
Directive signed by the Owner and Architect.
13.2 The Contract Sum and the Contract Time shall be changed only by Change Order.
13.3 The cost or credits to the Owner from a change in the Work shall be determined by
mutual agreement.
ARTICLE 14
TIME
14.1 Time limits stated in the Contract Documents are of the essence of the Contract. By
executing the Agreement the Contractor confirms that the Contract Time is a reasonable
period for performing the Work.
14.2 The date of Substantial Completion is the date certified by the Architect in accordance
with paragraph 15.3.
14.3 If the Contractor is delayed at any time in progress of the Work by changes ordered in the
Work, by labor disputes, fire, unusual delay in deliveries, abnormal adverse weather
conditions not reasonably anticipatable, unavoidable casualties or any causes beyond
the Contractor’s control, or by other causes which the Architect determines may justify
delay, then the Contract Time shall be extended by Change Order for such reasonable
time as the Architect may determine.
ARTICLE 15
PAYMENTS AND COMPLETION
15.1 Payments shall be made as provided in Articles 4 and 5 of this Agreement.
15.2 Payments may be withheld on account of (1) defective Work not remedied, (2) claims
filed by third parties,(3) Failure of the Contractor to make payments properly to
Subcontractors or for labor, materials or equipment, (4) reasonable evidence that the
Work cannot be completed for the unpaid balance of the Contract Sum, (5) damage to
the Owner or another Contractor, (6) reasonable evidence that the Work will not be
completed within the Contract Time and that the unpaid balance would not be adequate
to cover actual or liquidated damages for the anticipated delay, or (7) persistent failure to
carry out the Work in accordance with the Contract Documents.
A107-1987 Page 11
15.3 When the Architect agrees that the Work is substantially complete, the Architect will issue
a Certificate of Substantial Completion.
15.4 Final payment shall not become due until the Contractor has delivered to the Owner a
complete release of all liens arising out of this Contract or receipts in full covering all
labor, materials or equipment for which a lien could be filed, or a bond satisfactory to the
Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after
payments are made, the Contractor shall refund to the Owner all money that the Owner
may be compelled to pay in discharging such lien, including all costs and reasonable
attorneys’ fees.
15.5 The making of final payment shall constitute a waiver of claims by the Owner except
those arising from:
.1 liens, claims, security interests or encumbrances arising out of the Contract and
unsettled;
.2 failure of the Work to comply with the Contract Documents; or
.3 terms of special warranties required by the Contract Documents.
Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall
constitute a waiver of claims by the payee except those previously made in writing and
identified by the payee as unsettled at the time of the final Application for Payment.
ARTICLE 16
PROTECTION OF PERSONS AND PROPERTY
16.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the performance of the Contract. The
Contractor shall take reasonable precautions for safety of, and shall provide reasonable
protection to prevent damage, injury or loss to:
.1 employees on the Work and other persons who may be affected thereby;
.2 the Work and materials and equipment to be incorporated therein: and
.3 other property at the site or adjacent thereto.
The Contractor shall give notices and apply with applicable laws, ordinances, rules,
regulations and lawful orders of public authorities bearing on safety of persons and
property and their protection from damage, injury or loss. The Contractor shall promptly
remedy damage or loss to property at the site caused in whole or in part by the
Contractor, a Subcontractor, a Sub-subcontractor, or anyone directly or indirectly
employed by any of them, or by anyone for whose acts they may be liable and for which
the Contractor is responsible under Subparagraphs 16.1.2 and 16.1.3 except for damage
or loss attributable acts or omissions of the Owner or Architect or by anyone for whose
acts either of them may be liable, and not attributable to the fault or negligence of the
Contractor. The foregoing obligations of the Contractor are in addition to the Contractor’s
obligations under Paragraph 9.12.
16.2 The Contractor shall not be required to perform without consent any Work relating to
asbestos or polychlorinated biphenyl (PCB).
ARTICLE 17
INSURANCE
17.1 The Contractor shall purchase from and maintain in a company or companies lawfully
authorized to do business in the jurisdiction in which the Project is located insurance for
A107-1987 Page 12
protection from claims under workers’ or workmen’s compensation acts and other
employee benefit acts which are applicable, claims for damages because of bodily injury,
including death, and from claims for damages, other than to the Work itself, to property
which may arise out of or result from the Contractor’s operations under the Contract,
whether such operations be by the Contractor or by a Subcontractor or anyone directly or
indirectly employed by any of them. The insurance shall be written for not less than limits
of liability specified in the Contract Documents or required by law, whichever coverage is
greater, and shall include contractual liability insurance applicable to the Contractor’s
obligations under Paragraph 9.12. Certificates of such insurance shall be filed with the
Owner prior to the commencement of the Work.
17.2 The Owner shall be responsible for purchasing and maintaining the Owner’s usual liability
insurance. Optionally, the Owner may purchase and maintain other insurance for self
protection against claims which may arise from operations under the Contract. The
Contractor shall not be responsible for purchasing and maintaining this optional Owner’s
liability insurance unless specifically required by the Contract Documents.
17.3 Unless otherwise provided, the Owner shall purchase and maintain in a company or
companies lawfully authorized to do business in the jurisdiction in which the Project is
located, property insurance upon the entire Work at the site to the full insurable value
thereof. This insurance shall be on al all-risk policy form and shall include interests of the
Owner, the Contractor, Subcontractors and Sub-subcontractors in the Work and shall
insure against the perils of fire and extended coverage and physical loss or damage
including , without duplication of coverage, theft, vandalism, and malicious mischief.
17.4 A loss insured under Owner’s property insurance shall be adjusted with the Owner and
made payable to the Owner as fiduciary for the insureds, as their interests may appear,
subject to the requirements of any applicable mortgagee clause.
17.5 The Owner shall file a copy of each policy with the Contractor before an exposure to loss
may occur. Each policy shall contain a provision that the policy will not be canceled or
allowed to expire until at least 30 days prior written notice has been given to the
Contractor.
17.6 The Owner and Contractor waive all rights against each other and the Architect.,
Architect’s consultants, separate contractors described in Article 12, if any, and any of
their subcontractors, sub-subcontractors, agents and employees, for damages caused by
fire or other perils to the extent covered by property insurance obtained pursuant to this
Article 17 or any other property insurance applicable to the Work, except such rights as
they may have to the proceeds of such insurance held by the Owner as fiduciary. The
Contractor shall require similar waivers in favor of the Owner and the Contractor by
Subcontractors and Sub-subcontractors. The Owner shall require similar waivers in favor
of the Owner and Contractor by the Architect, Architect’s consultants, separate
contractors described in Article 12, if any, and the subcontractors, sub-subcontractors,
agents and employees of any of them.
ARTICLE 18
CORRECTION OF WORK
18.1 The Contractor shall promptly correct Work rejected by the Architect or failing to conform
to the requirements of the Contract Documents, whether observed before or after
Substantial Completion and whether or not fabricated, installed or completed, and shall
correct any Work found to be not in accordance with the requirements of the Contract
Documents within a period of one year from the date of Substantial Completion of the
Contract or by terms of an applicable special warranty required by the Contract
Documents. The provisions of this Article 18 apply to Work done by Subcontractors as
well as to Work done by direct employees of the Contractor.
A107-1987 Page 13
18.2 Nothing contained in this Article 18 shall be construed to establish a period of limitation
with respect to other obligations which the Contractor might have under the Contract
Documents. Establishment of the time period of one year as described in Paragraph
18.1 relates only to the specific obligation of the Contractor to correct the Work, and has
no relationship to the time within which the obligation to comply with the Contract
Documents may be sought to be enforced, nor to the time within which proceedings may
be commenced to establish the Contractor’s liability with respect to the Contractor’s
obligations other than specifically to correct the Work.
ARTICLE 19
MISCELLANEOUS PROVISIONS
19.1 The Contract shall be governed by the law of the place where the Project is located.
19.2 As between the Owner and the Contractor, any applicable statute of limitations shall
commence to run and any alleged cause of action shall be deemed to have accrued:
.1 not later than the date of Substantial Completion for acts or failures to act
occurring prior to the relevant date of Substantial Completion;
.2 not later than the date of issuance of the final Certificate for Payment for acts or
failures to act occurring subsequent to the relevant date of Substantial
Completion and prior to issuance of the final Certificate for Payment; and
.3 not later than the date of the relevant act or failure to act by the Contractor for
acts or failures to act occurring after the date of the final Certificate for Payment.
ARTICLE 20
TERMINATION OF THE CONTRACT
20.1 If the Architect fails to recommend payment for a period of thirty (30) days through no
fault of the Contractor, or if the Owner fails to make payment thereon for a period of 30 days,
the Contractor may upon seven additional days’ written notice to the Owner and the
Architect, terminate the Contract and recover from the Owner payment for all Work
executed and for proven loss with respect to materials, equipment, tools and construction
equipment and machinery, including reasonable overhead, profit and damages applicable
to the Project.
20.2 If the Contractor defaults or persistently fails or neglects to carry out the Work in
accordance with the Contract Documents or fails to perform a provision of the Contract,
the Owner, after seven days written notice to the Contractor and without prejudice to any
other remedy the Owner may have, may make good such deficiencies and may deduct
the cost thereof, including compensation for the Architect’s services and expenses made
necessary thereby, from the payment then or thereafter due the Contractor. Alternatively,
at the Owner’s option, and upon certification by the Architect that sufficient cause exists
to justify such action. The Owner may terminate the Contract and take possession of the
site and of all materials, equipment, tools, and construction equipment and machinery
thereon owned by the Contractor and may finish the Work by whatever method the
Owner may deem expedient. If the unpaid balance of the Contract Sum exceeds costs of
finishing the Work, including compensation for the Architect’s services and expenses
made necessary thereby, such excess shall be paid to the Contractor, but if such costs
exceed such unpaid balance, the Contractor shall pay the difference to the Owner.
A107-1987 Page 14
ARTICLE 21
OTHER CONDITIONS OR PROVISIONS
This Agreement entered into as of the day and year first written above.
Owner Contractor
______________________________ __________________________________
______________________________ __________________________________
(Signature) (Signature)
________________________________ __________________________________
(Printed Name and Title) (Printed Name and Title)
Change Distribution to: Owner _____ Architect _____ Contractor _____
Order
_________________________________________________________________________________________________________________________________
PROJECT: CHANGE ORDER NUMBER:
INITIATION DATE:
ARCHITECT’S PROJ. NO:
TO: CONTRACT FOR:
CONTRACT DATE:
You are directed to make the following changes in this contract:
Not valid until signed by both the Owner and Architect.
Signature of the Contractor indicates his agreement herewith, including any adjustment in the
Contract Sum or Contract Time.
_____________________________________________________________________________
The original Contract sum was.......................................................................... $
Net change by previously authorized Change Orders...................................... $
The Contract Sum prior to this Change Order .................................................. $
The Contract Sum will be increased by this Change Order.......................... $
The new Contract Sum including this Change Order will be............................. $
The Contract Time will be increased by........................................................
The date of Substantial Completion as of the date of this Change Order therefore is
____________________ ____________________ ____________________
____________________ ____________________ ____________________
____________________ ____________________ ____________________
by: _________________ by: _________________ by: _________________
date: date: date:
General Conditions of the Contract
Page 1 of 48
AlA DOCUMENT A201-1997
General Conditions of the Contract for Construction
TABLE OF ARTICLES
1. GENERAL PROVISIONS
2. OWNER
3. CONTRACTOR
4. ADMINISTRATION OF THE CONTRACT
5. SUBCONTRACTORS
6. CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS
7. CHANGES IN THE WORK
8. TIME
9. PAYMENTS AND COMPLETION
10. PROTECTION OF PERSONS AND PROPERTY
11. INSURANCE AND BONDS
12. UNCOVERING AND CORRECTION OF WORK
13. MISCELLANEOUS PROVISIONS
14. TERMINATION OR SUSPENSION OF THE CONTRACT
This document has important legal consequences. Consultation with an attorney is encouraged
with respect to its completion or modification. This document has been approved and endorsed
by The Associated General Contractors of America.
Page 2 of 48
I N D E X
Acceptance of Nonconforming Work
9.6.6, 9.9.3, 12.3
Acceptance of work
9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3, 12.3
Access to Work
3.16, 6.2.1, 12.1
Accident Prevention
4.2.3, 10
Acts and Omissions
3.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 4.3.8, 4.4.1, 8.3.1,
9.5.1, 10.2.5, 13.4.2, 13.7, 14.1
Addenda
1.1.1, 3.11
Additional Costs, Claims for
4.3.4, 4.3.5, 4.3.6, 6.1.1, 10.3
Additional Inspections and Testing
9.8.3, 12.2.1, 13.5
Additional Time, Claims for
4.3.4, 4.3.7, 8.3.2
ADMINISTRATION OF THE CONTRACT
3.1.3, 4, 9.4, 9.5
Advertisement or Invitation to Bid
1.1.1
Aesthetic Effect
4.2.13, 4.5.1
Applications for Payment
4.2.5, 7.3.8, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7.1,
9.8.5, 9.10, 11.1.3, 14.2.4, 14.4.3
Approvals
2.4, 3.1.3, 3.5, 3.10.2, 3.12, 4.2.7, 9.3.2, 13.4.2,
13.5
Arbitration
4.3.3, 4.4, 4.5.1, 4.5.2, 4.6, 8.3.1, 9.7.1, 11.4.9,
11.4.10
Architect
4.1
Architect, Definition of
4.1.1
Architect, Extent of Authority
2.4, 3.12.7, 4.2, 4.3.6, 4.4, 5.2, 6.3, 7.1.2, 7.3.6,
7.4, 9.2, 9.3.1, 9.4. 9.5, 9.8.3, 9.10.1, 9.10.3,
12.1, 12.2.1, 13.5.1, l3.5.2, 14.2.2, 14.2.4
Architect, Limitations of Authority and
Responsibility
2.1.1, 3.3.3, 3.12.4, 3.12.8, 3.12.10, 4.1.2, 4.2.1,
4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13,
4.4, 5.2.1, 7.4, 9.4.2, 9.6.4, 9.6.6
Architect's Additional Services and Expenses
2.4, 11.4.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4
Architect's Administration of the Contract
3.1.3, 4.2, 4.3.4, 4.4, 9.4, 9.5
Architect's Approvals
2.4, 3.1.3, 3.5.1, 3.10.2, 4.2.7
Architect's Authority to Reject Work
3.5.1, 4.2.6, 12.1.2, 12.2.1
Architect's Copyright
1.6
Architect's Decisions
4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.4, 4.4.1,
4.4.5, 4.4.6, 4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1,
9.2, 9.4, 9.5.1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4
Architect's Inspections
4.2.2, 4.2.9, 4.3.4, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 13.5
Architect's Instructions
3.2.3, 3.3.1, 4.2.6, 4.2.7, 4.2.8, 7.4.1, 12.1, 13.5.2
Architect's Interpretations
4.2.11, 4.2.12, 4.3.6
Architect's Project Representative
4.2.10
Architect's Relationship with Contractor
1.1.2, 1.6, 3.1.3, 3.2.1, 3.2.2, 3.2.3, 3.3.1, 3.4.2, 3.5.1,
3.7.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 4.2, 4.3.4,
4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7,
9.8, 9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12, 13.4.2, 13.5
Architect's Relationship with Subcontractors
1.1.2, 4.2.3, 4.2.4, 4.2.6, 9.6.3, 9.6.4, 11.4.7
Architect's Representations
9.4.2, 9.5.1, 9.10.1
Architect's Site Visits
4.2.2, 4.2.5, 4.2.9, 4.3.4, 9.4.2, 9.5.1, 9.9.2,
9.10.1, 13.5
Asbestos
10.3.1
Attorneys' Fees
3.18.1, 9.10.2, 10.3.3
Award of Separate Contracts
6.1.1, 6.1.2
Award of Subcontracts and Other Contracts for
Portions of the Work
5.2
Basic Definitions
1.1
Bidding Requirements
1.1.1, 1.1.7, 5.2.1, 11.5.1
Boiler and Machinery Insurance
11.4.2
Bonds, Lien
9.10.2
Bonds, Performance, and Payment
7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5
Building Permit
3.7.1
Capitalization
13
Certificate of Substantial Completion
9.8.3, 9-8.4, 9.8.5
Page 3 of 48
Certificates for Payment
4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1,
9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4
Certificates of Inspection, Testing or Approval
13.5.4
Certificates of Insurance
9.10.2, 11.1.3
Change Orders
1.1.1, 2.4.1, 3.4.2, 3.8.2.3, 3.11.1, 3.12.8, 4.2.8,
4.3.4, 4.3.9, 5.2.3, 7.1, 7.2, 7.3, 8.3.1, 9.3.1.1,
9.10.3, 11.4.1.2, 11.4.4. 11.4.9, 12.1.2
Change Orders, Definition of
7.21
CHANGES IN THE WORK
3.11, 4.2.8, 7, 8.3.1, 9.3.1.1, 11.4.9
Claim, Definition of
4.3.1
Claims and Disputes
3.2.3, 4.3, 4.4, 4.5, 4.6, 6.1.1, 6.3, 7.3.8, 9.3.3,
9.10.4, 10.3.3
Claims and Timely Assertion of Claims
4.6.5
Claims for Additional Cost
3.2.3, 4.3.4, 4.3.5, 4.3.6, 6.1.1, 7.3.8, 10.3.2
Claims for Additional Time
3.2.3, 4.3.4, 4.3.7, 6.1.1. 8.3.2, 10.3.2
Claims for Concealed or Unknown Conditions
4.3.4
Claims for Damages
3.2.3, 3.18, 4.3.10, 6.1.1, 8.3.3, 9.5.1, 9.6.7,
10.3.3, 11.1.1, 11.4.5, 11.4.7, 14.1.3. 14.2.4
Claims Subject to Arbitration
4.4.1, 4.5.1, 4.6.1
Cleaning Up
3.15, 6.3
Commencement of Statutory Limitation Period
13.7
Commencement of the Work, Conditions Relating to
2.2.1, 3.2.1, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 4.3.5,
5.2.1, 5.2.3, 6.2.2, 8.1.2, 8.2.2, 8.3.1, 11.1,
11.4.1, 11.4.6, 11.5.1
Commencement of the Work, Definition of
8.1.2
Communications Facilitating Contract Administration
3.9.1, 4.2.4
Completion, Conditions Relating to
1.6.1, 3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2,
9.8, 9.9.1, 9.10, 12.2, 13.7, 14.1.2
COMPLETION, PAYMENTS AND
9
Completion, Substantial
4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3,
9.10.4.2, 12.2, 13.7
Compliance with Laws
1.6.1, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8,
4.6.4, 4.6.6, 9.6.4, 10.2.2, 11.1, 11.4, 13.1, 13.4,
13.5.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3
Concealed or Unknown Conditions
4.3.4, 8.3.1, 10.3
Conditions of the Contract
1.1.1, 1.1.7, 6.1.1, 6.1.4
Consent, Written
1.6, 3.4.2, 3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4, 9.3.2,
9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2
CONSTRUCTION BY OWNER OR BY SEPARATE
CONTRACTORS
1.1.4, 6
Construction Change Directive, Definition of
7.3.1
Construction Change Directives
1.1.1, 3.12.8, 4.2.8, 4.3.9, 7.1, 7.3, 9.3.1.1
Construction Schedules, Contractor's
1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3
Contingent Assignment of Subcontracts
5.4, 14.2.2.2
Continuing Contract Performance
4.3.3
Contract, Definition of
1.1.2
CONTRACT, TERMINATION OR SUSPENSION OF
THE
5.4.1.1. 11.4.9, 14
Contract .Administration
3.1.3, 4.9.4, 9.5
Contract Award and Execution, Conditions Relating to
3.7.1, 3.10, 5.2, 6.1, 11.1.3, 11.4.6, 11.5.1
Contract Documents, The
1.1, 1.2
Contract Documents, Copies Furnished and Use of
1.6, 2.2.5, 5.3
Contract Documents, Definition of
1.1.1
Contract Sum
3.8, 4.3.4, 4.3.5, 4.4.5, 5.2.3, 7.2, 7.3, 7.4, 9.1, 9.4.2,
9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.4.1, 14.2.4, 14.3.2
Contract Sum, Definition of
9.1
Contract Time
4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1.3, 7.3, 7.4, 8.1.1,
8.2, 8.3.1, 9.5.1, 9.7, 10.3.2, 12.1.1, 14.3.2
Contract Time, Definition of
8.1.1
CONTRACTOR
3
Contractor, Definition of
3.1, 6.1.2
Page 4 of 48
Contractor's Construction Schedules
1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3
Contractor's Employees
3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2. 4.2.3, 4.2.6, 10.2,
10.3, 11.1.1, 11.4.7, 14.1, 14.2.1.1
Contractor's Liability Insurance
11.1
Contractor's Relationship with Separate Contractors
and Owner's Forces
3.12.5, 3.14.2, 4.2.4, 6, 11.4.7. 12.1.2, 12.2.4
Contractor's Relationship with Subcontractors
1.2.2, 3.3.2, 3.18.1, 3.18.2, 5, 9.6.2, 9.6.7, 9.10.2,
11.4.1.2, 11.4.7, 11.4.8
Contractor's Relationship with the Architect
1.1.2, 1.6, 3.1.3, 3.2.1, 3.2.2, 3.2.3, 3.3.1, 3.4.2,
3.5.1, 3.7.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2,
4.1.3, 4.2, 4.3.4, 4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1,
9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3,
11.4.7, 12, 13.4.2, 13.5
Contractor's Representations
1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.8.2
Contractor's Responsibility for Those Performing the
Work
3.3.2, 3.18, 4.2.3, 4.3.8, 5.3.1, 6.1.3, 6.2, 6.3,
9.5.1, 10
Contractor's Review of Contract Documents
1.5.1, 3.2, 3.7.3
Contractor's Right to Stop the Work
9.7
Contractor's Right to Terminate the Contract
4.3.10, 14.1
Contractor's Submittals
3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2,
9.3, 9.8.2, 9.8.3, 9.9.1, 9.10.2, 9.10.3, 11.1.3,
11.5.2
Contractor's Superintendent
3.9, 10.2.6
Contractor's Supervision and Construction
Procedures
1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3,
6.2.4, 7.1.3, 7.3.4, 7.3.6, 8.2, 10, 12, 14
Contractual Liability Insurance
11.1.1.8, 11.2, 11.3
Coordination and Correlation
1.2, 1.5.2, 3.3.1, 3.10, 3.12.6, 6.1.3, 6.2.1
Copies Furnished of Drawings and Specifications
1.6, 2.2.5, 3.11
Copyrights
1.6, 3.17
Correction of Work
2.3, 2.4, 3.7.4, 4.2.1, 9.4.2, 9.8.2, 9.8.3, 9.9.1,
12.1.2, 12.2, 13.7.1.3
Correlation and Intent of the Contract Documents
1.2
Cost, Definition of
7.3.6
Costs
2.4, 3.2.3, 3.7.4, 3.8.2, 3.15.2, 4.3, 5.4.2, 6.1.1,
6.2.3, 7.3.3.3, 7.3.6, 7.3.7, 7.3.8, 9.10.2, 10.3.2,
10.5, 11.3, 11.4, 12.1, 12.2.1, 12.2.4, 13.5, 14
Cutting and Patching
3.14, 6.2.5
Damage to Construction of Owner or Separate
Contractors
3.14.2, 6.2.4, 9.2.1.5, 10.2.1.2, 10.2.5, 10.6, 11.1,
11.4, 12.2.4
Damage to the Work
3.14.2, 9.9.1, 10.2.1.2, 10.2.5, 10.6, 11.4, 12.2.4
Damages, Claims for
3.2.3, 3.18, 4.3.10, 6.1.1, 8.3.3, 9.5.1, 9.6.7,
10.3.3, 11.1.1, 11.4.5, 11.4.7, 14.1.3, 14.2.4
Damages for Delay
6.1.1, 8.3.3, 9.5.1.6, 9.7, 10.3.2
Date of Commencement of the Work. Definition of
8.1.2
Date of Substantial Completion, Definition of
8.1.3
Day Definition of
8.1.4
Decisions of the Architect
4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.4, 4.4.1,
4.4.5, 4.4.6, 4.5, 6.3, 7.3.6, 7.3-8, 8.1.3, 8.3.1,
9.2, 9.4, 9.5.1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4
Decisions to Withhold Certification
9.4.1, 9.5, 9.7, 14.1.1.3
Defective or Nonconforming Work, Acceptance,
Rejection and Correction of
2.3, 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.5.2, 9.6.6,
9.8.2, 9.9.3, 9.10.4, 12.2.1, 13.7.1.3
Defective Work, Definition of
3.5.1
Definitions
1.1, 2.1.1, 3.1, 3.5.1, 3.12.1, 3.12.2, 3.12.3, 4.1.1,
4.3.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 7.3.6, 8.1, 9.1, 9.8.1
Delays and Extensions of Time
3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3.1,
7.4.1, 7.5.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2
Disputes
4.1.4, 4.3, 4.4, 4.5, 4.6, 6.3, 7.3.8
Documents and Samples at the Site
3.11
Drawings, Definition of
1.1.5
Drawings and Specifications, Use and Ownership of
1.1.1, 1.3, 2.2.5, 3.11. 5.3
Effective Date of Insurance
8.2.2, 11.1.2
Emergencies
4.3.5, 10.6, 14.1.1.2
Page 5 of 48
Employees, Contractor's
3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2,
10.3, 11.1.1, 11.4.7, 14.1, 14.2.1.1
Equipment, Labor, Materials and
1.1.3, 1.1.6. 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13,
3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2,
9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2
Execution and Progress of the Work
1.1.3, 1.2.1, 1.2.2, 2.2.3, 2.2.5, 3.1, 3.3, 3.4, 3.5,
3.7, 3.10, 3.12, 3.14, 4.2.2, 4.2.3, 4.3.3, 6.2.2,
7.1.3, 7.3.4, 8.2, 9.5, 9.9.1, 10.2, 10.3, 12.2, 14.2,
14.3
Extensions of Time
3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3,
7.4.1, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2
Failure of Payment
4.3.6, 9.5.1.3, 9.7, 9.10.2, 14.1.1.3, 14.2.1.2, 13.6
Faulty Work
(See Defective or Nonconforming Work)
Final Completion and Final Payment
4.2.1, 4.2.9, 4.3.2, 9.8.2, 9.10, 11.1.2, 11.1.3,
11.4.1, 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3
Financial Arrangements, Owner's
2.2.1. 13.2.2, 14.1.1.5
Fire and Extended Coverage Insurance
11.4
GENERAL PROVISIONS
1
Governing Law
13.1
Guarantees
(See Warranty)
Hazardous Materials
10.2.4, 10.3, 10.5
Identification of Contract Documents
1.5.1
Identification of Subcontractors and Suppliers
5.2.1
Indemnification
3.17, 3.18, 9.10.2, 10.3.3, 10.5, 11.4.1.2, 11.4.7
Information and Services Required of the Owner
2.1.2, 2.2, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3,
6.1.3, 6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2,
9.10.3, 10.3.3, 11.2, 11.4, 13.5.1, 13.5.2,
14.1.1.4, 14.1.4
Injury or Damage to Person or Property
4.3.8, 10.2, 10.6
Inspections
3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.2,
9.8.3, 9.9.2, 9.10.1, 12.2.1, 13.5
Instructions to Bidders
1.1.1
Instructions to the Contractor
3.2.3, 3.3.1, 3.8.1, 4.2.8, 5.2.1, 7, 12, 8.2.2,
13.5.2
Insurance
3.18.1, 6.1.1, 7.3.6, 8.2.1, 9.3.2, 9.8.4, 9.9.1,
9.10.2, 9.10.5, 11
Insurance, Boiler and Machinery
11.4.2
Insurance, Contractor's Liability
11.1
Insurance, Effective Date of
8.2.2, 11.1.2
Insurance, Loss of Use
11.4.3
Insurance, Owner's Liability
11.2
Insurance, Project Management Protective Liability
11.3
Insurance, Property
10.2.5, 11.4
Insurance, Stored Materials
9.3.2, 11.4.1.4
INSURANCE AND BONDS
11
Insurance Companies, Consent to Partial Occupancy
9.9.1, 11.4.1.5
Insurance Companies, Settlement with
11.4.10
Intent of the Contract Documents
1.2.1, 4.2.7, 4.2.12, 4.2.13, 7.4
Interest
13.6
Interpretation
1.2.3, 1.4, 4.1.1, 4.3.1, 5.1, 6.1.2, 8.1.4
Interpretations, Written
4.2.11, 4.1.12, 4.3.6
Joinder and Consolidation of Claims Required
4.6.4
Judgment on Final Award
4.6.6
Labor and Materials, Equipment
1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13,
3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2.
9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2
Labor Disputes
8.3.1
Laws and Regulations
1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8,
4.6, 9.6.4, 9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4,
13.5.1, 13.5.2, 13.6, 14
Liens
2.1.2, 4.4.8, 8.2.2, 9.3.3, 9.10
Limitation on Consolidation or Joinder
4.6.4
Limitations, Statutes of
4.6.3, 12.2.6, 13.7
Page 6 of 48
Limitations of Liability
2.3, 3.2.1, 3.5.1, 3.7.3, 3.12.8, 3.12.10, 3.17,
3.18, 4.2.6, 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6.4,
9.6.7, 9.10.4, 10.3.3, 10.2.5, 11.1.2, 11.2.1,
11.4.7, 12.2.5, 13.4.2
Limitations of Time
2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11, 3.12.5,
3.15.1, 4.2.7, 4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4,
6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5,
9.6, 9.7, 9.8, 9.9, 9.10, 11.1.3, 11.4.1.5, 11.4.6,
11.4.10, 12.2, 13.5, 13.7, 14
Loss of Use Insurance
11.4.3
Material Suppliers
1.6, 3.12.1, 4.2.4, 4.2.6, 5.2.1, 9.3, 9.4.2, 9.6,
9.10.5
Materials, Hazardous
10.2.4, 10.3, 10.5
Materials, Labor, Equipment and
1.1.3, 1.1.6, 1.6.1, 3.4, 3.5.1, 3.8.2, 3.8.23, 3.12,
3.13, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6,
9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4,
14.2.1.2
Means, Methods, Techniques, Sequences and
Procedures of Construction
3.3.1, 3.12.10, 4.2.2, 4.2.7, 9.4.2
Mechanic's Lien
4.4.8
Mediation
4.4.1, 4.4.5, 4.4.6, 4.4.8, 4.5, 4.6.1, 4.6.2, 8.3.1,
10.5
Minor Changes in the Work
1.1.1, 3.12.8, 4.2.8, 4.3.6, 7.1, 7.4
MISCELLANEOUS PROVISIONS
13
Modifications, Definition of
1.1.1
Modifications to the Contract
1.1.1, 1.1.2, 3.7.3. 3.11, 4.1.2, 4.2.1, 5.2.3, 7,
8.3.1, 9.7, 10.3.2, 11.4.1
Mutual Responsibility
6.2
Nonconforming Work, Acceptance of
9.6.6, 9.9.3, 12.3
Nonconforming Work, Rejection and Correction of
2.3, 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.8.2, 9.9.3,
9.10.4, 12.1.1, 13.7.1.3
Notice
2.2.1, 2.3, 2.4, 3.2.3, 3.3.1, 3.7.2, 3.7.4, 3.12.9,
4.3, 4.4.8, 4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2,
11.1.3, 11.4.6, 12.2.2, 12.2.4, 13.3, 13.5.1,
13.5.2, 14.1, 14.2
Notice, Written
2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.8,
4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3,
11.4.6, 12.2.2, 12.2.4, 13.3, 14
Notice of Testing and Inspections
13.5.1, 13.5.2
Notice to Proceed
8.2.2
Notices, Permits, Fees and
2.2.2, 3.7, 3.13, 7.3.6.4, 10.2.2
Observations, Contractor's
1.5.2, 3.2, 3.7.3, 4.3.4
Occupancy
2.2.2, 9.6.6, 9.8, 11.4.1.5
Orders, Written
1.1.1, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2,
13.5.2, 14.3.1
OWNER
2
Owner, Definition of
2.1
Owner, Information and Services Required of the
2.1.2, 2.2, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3,
6.1.3, 6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2,
9.10.3, 10.3.3, 11.2, 11.4, 13.5.1, 13.5.2,
14.1.1.4, 14.1.4
Owner's Authority
1.6, 2.1.1, 2.3, 2.4, 3.4.2, 3.8.1, 3.12.10, 3.14.2,
4.1.2, 4.1.3, 4.2.4, 4.2.9, 4.3.6, 4.4.7, 5.2.1, 5.2.4,
5.4.1, 6.1, 6.3, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1,
9.3.2, 9.5.1, 9.9.1, 9.10.2, 10.3.2, 11.1.3, 11.3.1,
11.4.3, 11.4.10, 12.2.2, 12.3.1, 13.2.2, 14.3, 14.4
Owner's Financial Capability
2.2.1, 13.2.2, 14.1.1.5
Owner's Liability Insurance
11.2
Owner's Loss of Use Insurance
11.4.3
Owner's Relationship with Subcontractors
1.1.2, 5.2, 5.3, 5.4, 9.6.4, 9.10.2, 14.2.2
Owner's Right to Carry Out the Work
2.4, 12.2.4, 14.2.2.2
Owner's Right to Clean Up
6.3
Owner's Right to Perform Construction and to Award
Separate Contracts
6.1
Owner's Right to Stop the Work
2.3
Owner's Right to Suspend the Work
14.3
Owner's Right to Terminate the Contract
14.2
Ownership and Use of Drawings, Specifications and
Other Instruments of Service
1.1.1, 1.6, 2.2.5, 3.2.1, 3.11.1, 3.17.1, 4.2.12, 5.3
Partial Occupancy or Use
9.6.6, 9.9, 11.4.1.5
Page 7 of 48
Patching, Cutting and
3.14, 6.2.5
Patents
3.17
Payment, Applications for
4.2.5, 7.3.8, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7.1,
9.8.5, 9.10.1, 9.10.3, 9.10.5, 11.1.3, 14.2.4,
14.4.3
Payment, Certificates for
4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1,
9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4
Payment, Failure of
4.3.6, 9.5.1.3, 9.7, 9.10.2. 14.1.1.3, 14.2.1.2, 13.6
Payment, Final
4.2.1, 4.2.9, 4.3.2, 9.8.2, 9.10, 11.1.2, 11.1.3,
11.4.1, 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3
Payment Bond, Performance Bond and
7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5
Payments, Progress
4.3.3, 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3
PAYMENTS AND COMPLETION
9
Payments to Subcontractors
5.4.2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 9.6.7, 11.4.8,
14.2.1.2
PCB
10.3.1
Performance Bond and Payment Bond
7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5
Permits, Fees and Notices
2.2.2, 3.7, 3.13, 7.3.6.4, 10.2.2
PERSONS AND PROPERTY, PROTECTION OF
10
Polychlorinated Biphenyl
10.3.1
Product Data, Definition of
3.12.2
Product Data and Samples, Shop Drawings
3.11, 3.12, 4.2.7
Progress and Completion
4.2.2, 4.3.3, 8.2, 9.8, 9.9.1, 14.1.4
Progress Payments
4.3.3, 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3
Project, Definition of the
1.1.4
Project Management Protective Liability Insurance
11.3
Project Manual, Definition of the
1.1.7
Project Manuals
2.2.5
Project Representatives
4.2.10
Property Insurance
10.2.5, 11.4
PROTECTION OF PERSONS AND PROPERTY
10
Regulations and Laws
1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8,
4.6, 9.6.4, 9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4,
13.5.1, 13.5.2, 13.6, 14
Rejection of Work
3.5.1, 4.2.6, 12.2.1
Releases and Waivers of Liens
9.10.2
Representations
1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2,
9.5.1, 9.8.2, 9.10.1
Representatives
2.1.1, 3.1.1, 3.9, 4.1.1, 4.2.1, 4.2.10, 5.1.1, 5.1.2,
13.2.1
Resolution of Claims and Disputes
4.4, 4.5, 4.6
Responsibility for Those Performing the Work
3.3.2, 3.18, 4.2.3, 4.3.8, 5.3.1, 6.1.3, 6.2, 6.3,
9.5.1, 10
Retainage
9.3.1, 9.6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3
Review of Contract Documents and Field Conditions
by Contractor
1.5.2, 3.2, 3.7.3, 3.12.7, 6.1.3
Review of Contractor's Submittals by Owner and
Architect
3.10.1, 3.10.2, 3.11, 3.12, 4.2, 5.2, 6.1.3, 9.2,
9.8.2
Review of Shop Drawings, Product Data and Samples
by Contractor
3.12
Rights and Remedies
1.1.2, 2.3, 2.4, 3.5.1, 3.15.2, 4.2.6, 4.3.4, 4.5, 4.6,
5.3, 5.4, 6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5,
10.3, 12.2.2,12.2.4, 13.4, 14
Royalties, Patents and Copyrights
3.17
Rules and Notices for Arbitration
4.6.2
Safety of Persons and Property
10.2, 10.6
Safety Precautions and Programs
3.3.1, 4.2.2, 4.2.7, 5.3.1, 10.1, 10.2, 10.6
Samples, Definition of
3.12.3
Samples, Shop Drawings, Product Data and
3.11, 3.12, 4.2.7
Samples at the Site, Documents and
3.11
Schedule of Values
9.2, 9.3.1
Page 8 of 48
Schedules, Construction
1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3
Separate Contracts and Contractors
1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 4.6.4, 6, 8.3.1,
11.4.7, 12.1.2, 12.2.5
Shop Drawings, Definition of
3.12.1
Shop Drawings, Product Data and Samples
3.11, 3.12, 4.2.7
Site, Use of
3.13, 6.1.1, 6.2.1
Site Inspections
1.2.2, 3.2.1, 3.3.3, 3.7.1, 4.2, 4.3.4, 9.4.2, 9.10.1,
13.5
Site Visits, Architect's
4.2.2, 4.2.9, 4.3.4, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5
Special Inspections and Testing
4.2.6, 12.2.1, 13.5
Specifications, Definition of the
1.1.6
Specifications, The
1.1.1, 1.1.6, 1.1.7, 1.2.2, 1.6, 3.11, 3.12.10, 3.17
Statute of Limitations
4.6.3, 12.2.6, 13.7
Stopping the Work
1.3, 4.3.6, 9.7, 10.3, 14.1
Stored Materials
6.2.1, 9.3.2, 10.2.1.2, 10.2.4, 11.4.1.4
Subcontractor, Definition of
5.1.1
SUBCONTRACTORS
5
Subcontractors, Work by
1.2.2, 3.3.2, 3.12.1, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2,
9.6.7
Subcontractual Relations
5.3, 5.4, 9.3.1.2, 9.6, 9.10, 10.2.1, 11.4.7, 11.4.8,
14.1, 14.2.1, 14.3.2
Submittals
1.6, 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6,
9.2, 9.3, 9.8, 9.9.1, 9.10.2, 9.10.3, 11.1.3
Subrogation, Waivers of
6.1.1, 11.4.5, 11.4.7
Substantial Completion
4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3,
9.10.4.2, 12.2, 13.7
Substantial Completion, Definition of
9.8.1
Substitution of Subcontractors
5.2.3, 5.2.4
Substitution of Architect
4.1.3
Substitutions of Materials
3.4.2, 3.5.1, 7.3.7
Sub-subcontractor, Definition of
5.1.2
Subsurface Conditions
4.3.4
Successors and Assigns
13.2
Superintendent
3.9, 10.2.6
Supervision and Construction Procedures
1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3,
6.2.4, 7.1.3, 7.3.6, 8.2, 8.3.1, 9.4.2, 10, 12, 14
Surety
4.4.7, 5.4.1.2, 9.8.5, 9.10.2, 9.10.3, 14.2.2
Surety, Consent of
9.10.2, 9.10.3
Surveys
2.2.3
Suspension by the Owner for Convenience
14.4
Suspension of the Work
5.4.2, 14.3
Suspension or Termination of the Contract
4.3.6, 5.4.1.1, 11.4.9, 14
Taxes
3.6, 3.8.2.1, 7.3.6.4
Termination by the Contractor
4.3.10, 14.1
Termination by the Owner for Cause
4.3.10, 5.4.1.1, 14.2
Termination of the Architect
4.1.3
Termination of the Contractor
14.2.2
TERMINATION OR SUSPENSION OF THE
CONTRACT
14
Tests and Inspections
3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2,
9.10.1, 10.3.2, 11.4.1.1, 12.2.1, 13.5
TIME
8
Time, Delays and Extensions of
3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3.1,
7.4.1, 7.5.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.6.1,
14.3.2
Time Limits
2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11, 3.12.5,
3.15.1, 4.2, 4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 6.2.4,
7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7,
9.8, 9.9, 9.10, 11.1.3, 11.4.1.5, 11.4.6, 11.4.10,
12.2, 13.5, 13.7, 14
Time Limits on Claims
4.3.2, 4.3.4, 4.3.8, 4.4, 4.5, 4.6
Title to Work
9.3.2, 9.3.3
Page 9 of 48
UNCOVERING AND CORRECTION OF WORK
12
Uncovering of Work
12.1
Unforeseen Conditions
4.3.4, 8.3.1. 10.3
Unit Prices
4.3.9, 7.3.3.2
Use of Documents
1.1.1, 1.6, 2.2.5, 3.12.6, 5.3
Use of Site
3.13, 6.1.1, 6.2.1
Values, Schedule of
9.2, 9.3.1
Waiver of Claims by the Architect
13.4.2
Waiver of Claims by the Contractor
4.3.10, 9.10.5, 11.4.7, 13.4.2
Waiver of Claims by the Owner
4.3.10, 9.9.3, 9.10.3, 9.10.4, 11.4.3, 11.4.5,
11.4.7, 12.2.2.1, 13.4.2, 14.2.4
Waiver of Consequential Damages
4.3.10, 14.2.4
Waiver of Liens
9.10.2, 9.10.4
Waivers of Subrogation
6.1.1, 11.4.5, 11.4.7
Warranty
3.5, 4.2.9, 4.3.5.3, 9.3.3, 9.8.4, 9.9.1, 9.10.4,
12.2.2, 13.7.1.3
Weather Delays
4.3.7.2
Work, Definition of
1.1.3
Written Consent
1.6, 3.4.2, 3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4,
9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2,
13.4.2
Written Interpretations
4.2.11, 4.2.12, 4.3.6
Written Notice
2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.8,
4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3,
11.4.6, 12.2.2, 12.2.4, 13.3, 14
Written Orders
1.1.1, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2,
13.5.2, 14.3.1
Page 10 of 48
ARTICLE 1 GENERAL PROVISIONS
1.1 BASIC DEFINITIONS
1.1.1 THE CONTRACT DOCUMENTS
The Contract Documents consist of the Agreement between Owner and Contractor
(hereinafter the Agreement), Conditions of the Contract (General, Supplementary and other
Conditions), Drawings, Specifications, Addenda issued prior to execution of the Contract,
other documents listed in the Agreement and h4odifications issued after execution of the
Contract. A Modification is (1) a written amendment to the Contract signed by both parties,
(2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor
change in the work issued by the Architect. Unless specifically enumerated in the
Agreement, the Contract Documents do not include other documents such as bidding
requirements (advertisement or invitation to bid, Instructions to Bidders, sample forms, the
Contractor's bid or portions of Addenda relating to bidding requirements).
1.1.2 THE CONTRACT
The Contract Documents form the Contract for Construction. The Contract represents the
entire and integrated agreement between the parties hereto and supersedes prior
negotiations, representations or agreements, either written or oral. The Contract may be
amended or modified only by a Modification. The Contract Documents shall not be
construed to create a contractual relationship of any kind (1) between the Architect and
Contractor, (2) between the Owner and a Subcontractor or Sub-subcontractor, (3) between
the Owner and Architect or (4) between any persons or entities other than the Owner and
Contractor. The Architect shall, however, be entitled to performance and enforcement of
obligations under the Contract intended to facilitate performance of the Architect's duties.
1.1.3 THE WORK
The term "Work" means the construction and services required by the Contract Documents,
whether completed or partially completed, and includes all other labor, materials, equipment
and services provided or to be provided by the Contractor to fulfill the Contractor's
obligations. The Work may constitute the whole or a part of the Project.
1.1.4 THE PROJECT
The Project is the total construction of which the Work performed under the Contract
Documents may be the whole or a part and which may include construction by the Owner or
by separate contractors.
1.1.5 THE DRAWINGS
The Drawings are the graphic and pictorial portions of the Contract Documents showing the
design, location and dimensions of the Work, generally including plans, elevations, sections,
details, schedules and diagrams.
1.1.6 THE SPECIFICATIONS
The Specifications are that portion of the Contract Documents consisting of the written
requirements for materials, equipment, systems, standards and workmanship for the Work,
and performance of related services.
1.1.7 THE PROJECT MANUAL
The Project Manual is a volume assembled for the Work which may include the bidding
requirements, sample forms, Conditions of the Contract and Specifications.
1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS
Page 11 of 48
1.2.1 The intent of the Contract Documents is to include all items necessary for the proper
execution and completion of the Work by the Contractor. The Contract Documents are
complementary, and what is required by one shall be as binding as if required by all;
performance by the Contractor shall be required only to the extent consistent with the
Contract Documents and reasonably inferable from them as being necessary to produce the
indicated results.
1.2.2 Organization of the Specifications into divisions, sections and articles, and
arrangement of Drawings shall not control the Contractor in dividing the Work among
Subcontractors or in establishing the extent of Work to be performed by any trade.
1.2.3 Unless otherwise stated in the Contract Documents, words which have well-known
technical or construction industry meanings are used in the Contract Documents in
accordance with such recognized meanings.
1.3 CAPITALIZATION
1.3.1 Terms capitalized in these General Conditions include those which are (1) specifically
defined, (2) the titles of numbered articles and identified references to Paragraphs,
Subparagraphs and Clauses in the document or (3) the titles of other documents published
by the American Institute of Architects.
1.4 INTERPRETATION
1.4.1 In the interest of brevity the Contract Documents frequently omit modifying such
as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article
is absent from one statement and appears in another is not intended to affect the
interpretation of either statement.
1.5 EXECUTION OF CONTRACT DOCUMENTS
1.5.1 The Contract Documents shall be signed by the Owner and Contractor. If either the
Owner or Contractor or both do not sign all the Contract Documents, the Architect shall
identify such unsigned Documents upon request.
1.5.2 Execution of the Contract by the Contractor is a representation that the Contractor has
visited the site, become generally familiar with local conditions under which the Work is to
be performed and correlated personal observations with requirements of the Contract
Documents.
1.6 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS 'AND OTHER
INSTRUMENTS OF SERVICE
1.6.1 The Drawings, Specifications and other documents, including those in electronic form,
prepared by the Architect and the Architect's consultants are Instruments of Service through
which the Work to be executed by the Contractor is described. The Contractor may retain
one record set. Neither the Contractor nor any Subcontractor, Sub-subcontractor or material
or equipment supplier shall own or claim a copyright in the Drawings, Specifications and
other documents prepared by the Architect or the Architect's consultants, and unless
otherwise indicated the Architect and the Architect's consultants shall be deemed the
authors of them and will retain all common law, statutory and other reserved rights, in
addition to the copyrights. All copies of Instruments of Service, except the Contractor's
record set, shall be returned or suitably accounted for to the Architect, on request, upon
completion of the Work. The Drawings, Specifications and other documents prepared by the
Page 12 of 48
Architect and the Architect's consultants, and copies thereof furnished to the Contractor,
are for use solely with respect to this Project. They are not to be used by the Contractor or
any Subcontractor, Sub- subcontractor or material or equipment supplier on other projects
or for additions to this Project outside the scope of the Work without the specific written
consent of the Owner, Architect and the Architect's consultants. The Contractor,
Subcontractors, Sub-subcontractors and material or equipment suppliers are authorized to
use and reproduce applicable portions of the Drawings, Specifications and other documents
prepared by the Architect and the Architect's consultants appropriate to and for use in the
execution of their Work under the Contract Documents. All copies made under this
authorization shall bear the statutory copyright notice, if any, shown on the Drawings,
Specifications and other documents prepared by the Architect and the Architect's
consultants. Submittal or distribution to meet official regulatory requirements or for other
purposes in connection with this Project is not to be construed as publication in derogation
of the Architect's or Architect's consultants' copyrights or other reserved rights.
ARTICLE 2 OWNER
2.1 GENERAL
2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred
to throughout the Contract Documents as if singular in number. The Owner shall designate
in writing a representative who shall have express authority to bind the Owner with respect
to all matters requiring the Owner's approval or authorization. Except as otherwise provided
in Subparagraph 4.2.1, the Architect does not have such authority. The term "Owner" means
the Owner or the Owner's authorized representative.
2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a written
request, information necessary and relevant for the Contractor to evaluate, give notice of or
enforce mechanic's lien rights. Such information shall include a correct statement of the
record legal title to the property on which the Project is located, usually referred to as the
site, and the Owner’s interest therein.
2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER
2.2.1 The Owner shall, at the written request of the Contractor, prior to commencement of
the Work and thereafter, furnish to the Contractor reasonable evidence that financial
arrangements have been made to fulfill the Owner's obligations under the Contract.
Furnishing of such evidence shall be a condition precedent to commencement or
continuation of the Work. After such evidence has been furnished, the Owner shall not
materially van such financial arrangements without prior notice to the Contractor.
2.2.2 Except for permits and fees, including those required under Subparagraph 3.7.1,
which are the responsibility of the Contractor under the Contract Documents, the Owner
shall secure and pay for necessary approvals, easements, assessments and charges
required for construction, use or occupancy of permanent structures or for permanent
changes in existing facilities.
2.2.3 The Owner shall furnish surveys describing physical characteristics, legal limitations
and utility locations for the site of the Project, and a legal description of the site. The
Contractor shall be entitled to rely on the accuracy of information furnished by the Owner but
shall exercise proper precautions relating to the safe performance of the Work.
2.2.4 Information or services required of the Owner by the Contract Documents shall be
Page 13 of 48
furnished by the Owner with reasonable promptness. Any other information or services
relevant to the Contractor's performance of the Work under the Owner's control shall be
furnished by the Owner after receipt from the Contractor of a written request for such
information or services.
2.2.5 Unless otherwise provided in the Contract Documents, the Contractor will be
furnished, free of charge, such copies of Drawings and Project manuals as are reasonably
necessary for execution of the Work.
2.3 OWNER'S RIGHT TO STOP THE WORK
2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements
of the Contract Documents as required by Paragraph 12.2 or persistently fails to carry out
Work in accordance with the Contract Documents, the Owner may issue a written order to
the Contractor to stop the Work, or any portion thereof, until the cause for such order has
been eliminated; however, the right of the Owner to stop the Work shall not give rise to a
duty on the part of the Owner to exercise this right for the benefit of the Contractor or any
other person or entity, except to the extent required by Subparagraph 6.1.3.
2.4 OWNER'S RIGHT TO CARRY OUT THE WORK
2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the
Contract Documents and fails within a seven-day period after receipt of written notice from
the Owner to commence and continue correction of such default or neglect with diligence
and promptness, the Owner may after such seven-day period give the Contractor a second
written notice to correct such deficiencies within a three-day period. If the Contractor within
such three-day period after receipt of such second notice fails to commence and continue to
correct any deficiencies, the Owner may, without prejudice to other remedies the Owner
may have, correct such deficiencies. In such case an appropriate Change Order shall be
issued deducting from payments then or thereafter due the Contractor the reasonable cost
of correcting such deficiencies, including Owner's expenses and compensation or the
Architect's additional services made necessary by such default, neglect or failure. Such
action by the Owner and amounts charged to the Contractor are both subject to prior
approval of the Architect. If payments then or thereafter due the Contractor are not sufficient
to cover such amounts, the Contractor shall pay the difference to the Owner.
ARTICLE 3 CONTRACTOR
3.1 GENERAL
3.1.1 The Contractor is the person or entity identified as such in the Agreement and is
referred to throughout the Contract Documents as if singular in number. The term
"Contractor" means the Contractor or the Contractor's authorized representative.
3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents.
3.13 The Contractor shall not be relieved of obligations to perform the Work in accordance
with the Contract Documents either by activities or duties of the Architect in the Architect's
administration of the Contract, or by tests, inspections or approvals required or performed by
persons other than the Contractor.
3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY
CONTRACTOR
Page 14 of 48
3.2.1 Since the Contract Documents are complementary, before starting each portion of the
Work, the Contractor shall carefully study and compare the various Drawings and other
Contract Documents relative to that portion of the Work, as well as the information furnished
by the Owner pursuant to Subparagraph 2.2.3, shall take field measurements of any existing
conditions related to that portion of the Work and shall observe any conditions at the site
affecting it. These obligations are for the purpose of facilitating construction by the
Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies in
the Contract Documents; however, any errors, inconsistencies or omissions discovered by
the Contractor shall be reported promptly to the Architect as a request for information in
such form as the Architect may require.
3.2.2 Any design errors or omissions noted by the Contractor during this review shall be
reported promptly to the Architect, but it is recognized that the Contractor's review is made
in the Contractor's capacity as a contractor and not as a licensed design professional unless
otherwise specifically provided in the Contract Documents. The Contractor is not required to
ascertain that the Contract Documents are in accordance with applicable laws, statutes,
ordinances, building codes, and rules and regulations, but any nonconformity discovered by
or made known to the Contractor shall be reported promptly to the Architect.
3.2.3 If the Contractor believes that additional cost or time is involved because of
clarifications or instructions issued by the Architect in response to the Contractor's notices or
requests for information pursuant to Subparagraphs 3.2.1 and 3.2.2, the Contractor shall
make Claims as provided in Subparagraphs 4.3.6 and 4.3.7 If the Contractor fails to perform
the obligations of Subparagraphs 3.2.1 and 3.2.2, the Contractor shall pay such costs and
damages to the Owner as would have been avoided if the Contractor had performed such
obligations. The Contractor shall not be liable to the Owner or Architect for damages
resulting from errors, inconsistencies or omissions in the Contract Documents or for
differences between field measurements or conditions and the Contract Documents unless
the Contractor recognized such error, inconsistency, omission or difference and knowingly
failed to report it to the Architect.
3.3 SUPERVISION AND CONSTRUCTION PROCEDURES
3.31 The Contractor shall supervise and direct the Work, using the Contractor's best skill
and attention. The Contractor shall be solely responsible for and have control over
construction means, methods, techniques, sequences and procedures and for coordinating
all portions of the Work under the Contract, unless the Contract Documents give other
specific instructions concerning these matters. If the Contract Documents give specific
instructions concerning construction means, methods, techniques, sequences or
procedures, the Contractor shall evaluate the jobsite safety thereof and, except as stated
below, shall be fully and solely responsible for the jobsite safety of such means, methods,
techniques, sequences or procedures. If the Contractor determines that such means,
methods, techniques, sequences or procedures may not be safe, the Contractor shall give
timely written notice to the Owner and Architect and shall not proceed with that portion of the
Work without further written instructions from the Architect. If the Contractor is then
instructed to proceed with the required means, methods, techniques, sequences or
procedures without acceptance of changes proposed by the Contractor, the Owner shall be
solely responsible for any resulting loss or damage.
3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the
Contractor's employees, Subcontractors and their agents and employees, and other persons
or entities performing portions of the Work for or on behalf of the Contractor or any of its
Subcontractors.
Page 15 of 48
3.3.3 The Contractor shall be responsible for inspection of portions of Work already
performed to determine that such portions are in proper condition to receive subsequent
Work.
3.4 LABOR AND MATERIALS
3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide
And pay for labor, materials, equipment, tools, construction equipment and machinery,
water, heat, utilities, transportation, and other facilities and services necessary for proper
execution and completion of the Work, whether temporary or permanent and whether or not
incorporated or to be incorporated in the Work.
3.4.2 The Contractor may make substitutions only with the consent of the Owner, after
evaluation by the Architect and in accordance with a change Order.
3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's
employees and other persons carrying out the Contract. The Contractor shall not permit
employment of unfit persons or persons not skilled in tasks assigned to them.
3.5 WARRANTY
3.5.1 The Contractor warrants to the Owner and Architect that materials and equipment
furnished under the Contract will be of good quality and new unless otherwise required or
permitted by the Contract Documents, that the Work will be free from defects not inherent in
the quality required or permitted, and that the Work will conform to the requirements of the
Contract Documents. Work not conforming to these requirements, including substitutions not
properly approved and authorized, may be considered defective. The Contractor's warranty
excludes remedy for damage or defect caused by abuse, modifications not executed by the
Contractor, improper or insufficient maintenance, improper operation, or normal wear and
tear and normal usage. If required by the Architect, the Contractor shall furnish satisfactory
evidence as to the kind and quality of materials and equipment.
3.6 TAXES
3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work provided
by the Contractor which are legally enacted when bids are received or negotiations
concluded, whether or not yet effective or merely scheduled to go into effect.
3.7 PERMITS, FEES AND NOTICES
3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and
pay for the building permit and other permits and governmental fees, licenses and
inspections necessary for proper execution and completion of the Work which are
customarily secured after execution of the Contract and which are legally required when
bids are received or negotiations concluded.
3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules,
regulations and lawful orders of public authorities applicable to performance of the Work.
3.7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in
accordance with applicable laws, statutes, ordinances, building codes, and rules and
regulations. However, if the Contractor observes that portions of the Contract Documents
are at variance therewith, the Contractor shall promptly notify the Architect and Owner in
writing, and necessary changes shall be accomplished by appropriate Modification.
Page 16 of 48
3.7.4 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances,
building codes, and rules and regulations without such notice to the Architect and Owner,
the Contractor shall assume appropriate responsibility for such Work and shall bear the
costs attributable to correction.
3.8 ALLOWANCES
3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract
Documents. Items covered by allowances shall be supplied for such amounts and by such
persons or entities as the Owner may direct, but the Contractor shall not be required to
employ persons or entities to whom the Contractor has reasonable objection.
3.8.2 Unless otherwise provided in the Contract Documents:
.1 Allowances shall cover the cost to the Contractor of materials and equipment
delivered at the site and all required taxes, less applicable trade discounts;
.2 Contractor's costs for unloading and handling at the site, labor, installation costs,
overhead, profit and other expenses contemplated for stated allowance amounts
shall be included in the Contract Sum but not in the allowances;
.3 Whenever costs are more than or less than allowances, the Contract Sum shall be
adjusted accordingly by Change Order. The amount of the Change Order shall
reflect (1) the difference between actual costs and the allowances under Clause
3.8.2.1 and (2) changes in Contractor's costs under Clause 3.8.2.2.
3.8.3 Materials and equipment under an allowance shall be selected by the Owner in
sufficient time to avoid delay in the Work.
3.9 SUPERINTENDENT
3.9.1 The Contractor shall employ a competent superintendent and necessary assistants
who shall be in attendance at the Project site during performance of the Work. The
superintendent shall represent the Contractor, and communications given to the
superintendent shall be as binding as if given to the Contractor. Important communications
shall be confirmed in writing. Other communications shall be similarly confirmed on written
request in each case.
3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES
3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and submit
for the Owner's and Architect's information a Contractor's construction schedule for the
Work. The schedule shall not exceed time limits current under the Contract Documents,
shall be revised at appropriate intervals as required by the conditions of the Work and
Project, shall be related to the entire Project to the extent required by the Contract
Documents, and shall provide for expeditious and practicable execution of the Work.
3.10.2 The Contractor shall prepare and keep current, for the Architect's approval, a
schedule of submittals which is coordinated with the Contractor's construction schedule and
allows the Architect reasonable time to review submittals.
3.10.3 The Contractor shall perform the Work in general accordance with the most recent
schedules submitted to the Owner and Architect.
3.11 DOCUMENTS AND SAMPLES AT THE SITE
Page 17 of 48
3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the
Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order
and marked currently to record field changes and selections made during construction, and
one record copy of approved Shop Drawings, Product Data, Samples and similar required
submittals. These shall be available to the Architect and shall be delivered to the Architect
for submittal to the Owner upon completion of the Work.
3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared
for the Work by the Contractor or a Subcontractor, Sub-subcontractor, manufacturer,
supplier or distributor to illustrate some portion of the Work.
3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions,
brochures, diagrams and other information furnished by the Contractor to illustrate materials
or equipment for some portion of the Work.
3.12.3 Samples are physical examples which illustrate materials, equipment or workmanship
and establish standards by which the Work will be judged.
3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract
Documents. The purpose of their submittal is to demonstrate for those portions of the Work
for which submittals are required by the Contract Documents the way by which the
Contractor proposes to conform to the information given and the design concept expressed
in the Contract Documents. Review by the Architect is subject to the limitations of
Subparagraph 4.2.7. Informational submittals upon which the Architect is not expected to
take responsive action may be so identified in the Contract Documents. Submittals which
are not required by the Contract Documents may be returned by the Architect without action.
3.12.5 The Contractor shall review for compliance with the Contract Documents, approve
and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals
required by the Contract Documents with reasonable promptness and in such sequence as
to cause no delay in the Work or in the activities of the Owner or of separate contractors.
Submittals which are not marked as reviewed for compliance with the Contract Documents
and approved by the Contractor may be returned by the Architect without action.
3.12.6 By approving and submitting Shop Drawings, Product Data, Samples and similar
submittals, the Contractor represents that the Contractor has determined and verified
materials, field measurements and field construction criteria related thereto, or will do so,
and has checked and coordinated the information contained within such submittals with the
requirements of the Work and of the Contract Documents.
3.12.7 The Contractor shall perform no portion of the Work for which the Contract
Documents require submittal and review of Shop Drawings, Product Data, Samples or
similar submittals until the respective submittal has been approved by the Architect.
3.12.8 The Work shall be in accordance with approved submittals except that the Contractor
shall not be relieved of responsibility for deviations from requirements of the Contract
Documents by the Architect's approval of Shop Drawings, Product Data, Samples or similar
submittals unless the Contractor has specifically informed the Architect in writing of such
deviation at the time of submittal and (1) the Architect has given written approval to the
specific deviation as a minor change in the Work, or (2) a Change Order or Construction
Change Directive has been issued authorizing the deviation. The Contractor shall not be
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relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples
or similar submittals by the Architect's approval thereof.
3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop
Drawings, Product Data, Samples or similar submittals, to revisions other than those
requested by the Architect on previous submittals. In the absence of such written notice the
Architect's approval of a resubmission shall not apply to such revisions.
3.12.10 The Contractor shall not be required to provide professional services which
constitute the practice of architecture or engineering unless such services are specifically
required by the Contract Documents for a portion of the Work or unless the Contractor
needs to provide such services in order to carry out the Contractor's responsibilities for
construction means, methods, techniques, sequences and procedures. The Contractor shall
not be required to provide professional services in violation of applicable law. If professional
design services or certifications by a design professional related to systems, materials or
equipment are specifically required of the Contractor by the Contract Documents, the Owner
and the Architect will specify all performance and design criteria that such services must
satisfy. The Contractor shall cause such services or certifications to be provided by a
properly licensed design professional, whose signature and seal shall appear on all
drawings, calculations, specifications, certifications, Shop Drawings and other submittals
prepared by such professional. Shop Drawings and other submittals related to the Work
designed or certified by such professional, if prepared by others, shall bear such
professional's written approval when submitted to the Architect. The Owner and the
Architect shall be entitled to rely upon the adequacy, accuracy and completeness of the
services, certifications or approvals performed by such design professionals, provided the
Owner and Architect have specified to the Contractor all performance and design criteria
that such services must satisfy. Pursuant to this Subparagraph 3.12.10, the Architect will
review, approve or take other appropriate action on submittals only for the limited purpose of
checking for conformance with information given and the design concept expressed in the
Contract Documents. The Contractor shall not be responsible for the adequacy of the
performance or design criteria required by the Contract Documents.
3.13 USE OF SITE
3.13.1 The Contractor shall confine operations at the site to areas permitted by law,
ordinances, permits and the Contract Documents and shall not unreasonably encumber the
site with materials or equipment.
3.14 CUTTING AND PATCHING
3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to
complete the Work or to make its parts fit together properly.
3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or
partially completed construction of the Owner or separate contractors by cutting, patching or
otherwise altering such construction, or by excavation. The Contractor shall not cut or
otherwise alter such construction by the Owner or a separate contractor except with written
consent of the Owner and of such separate contractor; such consent shall not be
unreasonably withheld. The Contractor shall not unreasonably withhold from the Owner or a
separate contractor the Contractor's consent to cutting or otherwise altering the Work.
3.15 CLEANING UP
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3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation
of waste materials or rubbish caused by operations under the Contract. At completion of the
Work, the Contractor shall remove from and about the Project waste materials, rubbish, the
Contractor's tools, construction equipment, machinery and surplus materials.
3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Owner
may do so and the cost thereof shall be charged to the Contractor.
3.16 ACCESS TO WORK
3.16.1 The Contractor shall provide the Owner and Architect access to the Work in
preparation and progress wherever located.
3.17 ROYALTIES, PATENTS AND COPYRIGHTS
3.17.1 The Contractor shall pay all royalties and license fees. The Contractor shall defend
suits or claims for infringement of copyrights and patent rights and shall hold the Owner and
Architect harmless from loss on account thereof, but shall not be responsible for such
defense or loss when a particular design, process or product of a particular manufacturer or
manufacturers is required by the Contract Documents or where the copyright violations are
contained in Drawings, Specifications or other documents prepared by the Owner or
Architect. However, if the Contractor has reason to believe that the required design, process
or product is an infringement of a copyright or a patent, the Contractor shall be responsible
for such loss unless such information is promptly furnished to the Architect.
3.18 INDEMNIFICATION
3.18.1 To the fullest extent permitted by law and to the extent claims, damages, losses or
expenses are not covered by Project Management Protective Liability insurance purchased
by the Contractor in accordance with Paragraph 11.3, the Contractor shall indemnify and
hold harmless the Owner, Architect, Architect's consultants, and agents and employees of
any of them from and against claims, damages, losses and expenses, including but not
limited to attorneys' fees, arising out of or resulting from performance of the Work, provided
that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or
death, or to injury to or destruction of tangible property (other than the Work itself), but only
to the extent caused by the negligent acts or omissions of the Contractor, a Subcontractor,
anyone directly or indirectly employed by them or anyone for whose acts they may be liable,
regardless of whether or not such claim, damage, loss or expense is caused in part by a
party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or
reduce other rights or obligations of indemnity which would otherwise exist as to a party or
person described in this Paragraph 3.18.
3.18.2 In claims against any person or entity indemnified under this Paragraph 3.18 by an
employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them
or anyone for whose acts they may be liable, the indemnification obligation under
Subparagraph 3.18.1 shall not be limited by a limitation on amount or type of damages,
compensation or benefits payable by or for the Contractor or a Subcontractor under workers'
compensation acts, disability benefit acts or other employee benefit acts.
ARTICLE 4 ADMINISTRATION OF THE CONTRACT
4.1 ARCHITECT
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4.1.1 The Architect is the person lawfully licensed to practice architecture or an entity
lawfully practicing architecture identified as such in the Agreement and is referred to
throughout the Contract Documents as if singular in number. The term "Architect" means the
Architect or the Architect's authorized representative.
4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the
Contract Documents shall not be restricted, modified or extended without written consent of
the Owner, Contractor and Architect. Consent shall not be unreasonably withheld.
4.1.3 If the employment of the Architect is terminated, the Owner shall employ a new
Architect against whom the Contractor has no reasonable objection and whose status under
the Contract Documents shall be that of the former Architect.
4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT
4.2.1 The Architect will provide administration of the Contract as described in the Contract
Documents, and will be an Owner's representative (1) during construction, (2) until final
payment is due and (3) with the Owner's concurrence, from time to time during the one-year
period for correction of Work described in Paragraph 12.2. The Architect will have authority
to act on behalf of the Owner only to the extent provided in the Contract Documents, unless
otherwise modified in writing in accordance with other provisions of the Contract.
4.2.2 The Architect, as a representative of the Owner, will visit the site at intervals
appropriate to the stage of the Contractor's operations (1) to become generally familiar with
and to keep the Owner informed about the progress and quality of the portion of the Work
completed, (2) to endeavor to guard the Owner against defects and deficiencies in the Work,
and (3) to determine in general if the Work is being performed in a manner indicating that
the Work, when fully completed, will be in accordance with the Contract Documents.
However, the Architect will not be required to make exhaustive or continuous on-site
inspections to check the quality or quantity of the Work. The Architect will neither have
control over or charge of, nor be responsible for, the construction means, methods,
techniques, sequences or procedures, or for the safety precautions and programs in
connection with the Work, since these are solely the Contractor's rights and responsibilities
under the Contract Documents, except as provided in Subparagraph 3.3.1.
4.2.3 The Architect will not be responsible for the Contractor's failure to perform the Work in
accordance with the requirements of the Contract Documents. The Architect will not have
control over or charge of and will not be responsible for acts or omissions of the Contractor,
Subcontractors, or their agents or employees, or any other persons or entities performing
portions of the Work.
4.2.4 Communications Facilitating Contract Administration. Except as otherwise provided in
the Contract Documents or when direct communications have been specially authorized, the
Owner and Contractor shall endeavor to communicate with each other through the Architect
about matters arising out of or relating to the Contract. Communications by and with the
Architect's consultants shall be through the Architect. Communications by and with
Subcontractors and material suppliers shall be through the Contractor. Communications by
and with separate contractors shall be through the Owner.
4.2.5 Based on the Architect's evaluations of the Contractor's Applications for Payment, the
Architect will review and certify the amounts due the Contractor and will issue Certificates for
Payment in such amounts.
4.2.6 The Architect will have authority to reject Work that does not conform to the Contract
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Documents. Whenever the Architect considers it necessary or advisable, the Architect will
have authority to require inspection or testing of the Work in accordance with
Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or
completed. However, neither this authority of the Architect nor a decision made in good faith
either to exercise or not to exercise such authority shall give rise to a duty or responsibility of
the Architect to the Contractor, Subcontractors, material and equipment suppliers, their
agents or employees, or other persons or entities performing portions of the Work.
4.2.7 The Architect will review and approve or take other appropriate action upon the
Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the
limited purpose of checking for conformance with information given and the design concept
expressed in the Contract Documents. The Architect's action will be taken with such
reasonable promptness as to cause no delay in the Work or in the activities of the Owner,
Contractor or separate contractors, while allowing sufficient time in the Architect's
professional judgment to permit adequate review. Review of such submittals is not
conducted for the purpose of determining the accuracy and completeness of other details
such as dimensions and quantities, or for substantiating instructions for installation or
performance of equipment or systems, all of which remain the responsibility of the
Contractor as required by the Contract Documents. The Architect's review of the
Contractor's submittals shall not relieve the Contractor of the obligations under Paragraphs
3.3, 3.5 and 3-12. The Architect's review shall not constitute approval of safety precautions
or, unless otherwise specifically stated by the Architect, of any construction means,
methods, techniques, sequences or procedures. The Architect's approval of a specific item
shall not indicate approval of an assembly of which the item is a component.
4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and
may authorize minor changes in the Work as provided in Paragraph 7.4.
4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial
Completion and the date of final completion, will receive and forward to the Owner, for the
Owner's review and records, written warranties and related documents required by the
Contract and assembled by the Contractor, and will issue a final Certificate for Payment
upon compliance with the requirements of the Contract Documents.
4.2.10 If the Owner and Architect agree, the Architect will provide one or more project
representatives to assist in carrying out the Architect's responsibilities at the site. The duties,
responsibilities and limitations of authority of such project representatives shall be as set
forth in an exhibit to be incorporated in the Contract Documents.
4.2.11 The Architect will interpret and decide matters concerning performance under, and
requirements of, the Contract Documents on written request of either the Owner or
Contractor. The Architect's response to such requests will be made in writing within any time
limits agreed upon or otherwise with reasonable promptness. If no agreement is made
concerning the time within which interpretations required of the Architect shall be furnished
in compliance with this Paragraph 4.2, then delay shall not be recognized on account of
failure by the .Architect to furnish such interpretations until 15 days after written request is
made for them.
4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of and
reasonably inferable from the Contract Documents and be in writing or in the form of
drawings. When making such interpretations and initial decisions, the Architect will endeavor
to secure faithful performance by both Owner and Contractor, will not show partiality to
either and will not be liable for results of interpretations or decisions so rendered in good
faith.
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4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if
consistent with the intent expressed in the Contract Documents.
4.3 CLAIMS AND DISPUTES
4.3.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter
of right, adjustment or interpretation of Contract terms, payment of money, ex-tension of
time or other relief with respect to the terms of the Contract. The term "Claim" also includes
other disputes and matters in question between the Owner and Contractor arising out of or
relating to the Contract. Claims must be initiated by written notice. The responsibility to
substantiate Claims shall rest with the party making the Claim.
4.3.2 Time Limits on Claims. Claims by either party must be initiated within 21 days after
occurrence of the event giving rise to such Claim or within 21 days after the claimant first
recognizes the condition giving rise to the Claim, whichever is later. Claims must be initiated
by written notice to the Architect and the other party.
4.3.3 Continuing Contract Performance. Pending final resolution of a Claim except as
otherwise agreed in writing or as provided in Subparagraph 9.7.1 and Article 14, the
Contractor shall proceed diligently with performance of the Contract and the Owner shall
continue to make payments in accordance with the Contract Documents.
4.3.4 Claims for Concealed or Unknown Conditions. If conditions are encountered at the site
which are (1) subsurface or otherwise concealed physical conditions which differ materially
from those indicated in the Contract Documents or (2) unknown physical conditions of an
unusual nature, which differ materially from those ordinarily found to exist and generally
recognized as inherent in construction activities of the character provided for in the Contract
Documents, then notice by the observing party shall be given to the other party promptly
before conditions are disturbed and in no event later than 21 days after first observance of
the conditions. The Architect will promptly investigate such conditions and, if they differ
materially and cause an increase or decrease in the Contractor's cost of, or time required
for, performance of any part of the Work, will recommend an equitable adjustment in the
Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the
site are not materially different from those indicated in the Contract Documents and that no
change in the terms of the Contract is justified, the Architect shall so notify the Owner and
Contractor in writing, stating the reasons. Claims by either party in opposition to such
determination must be made within 21 days after the Architect has given notice of the
decision. If the conditions encountered are materially different, the Contract Sum and
Contract Time shall be equitably adjusted, but if the Owner and Contractor cannot agree on
an adjustment in the Contract Sum or Contract Time, the adjustment shall be referred to the
Architect for initial determination, subject to further proceedings pursuant to Paragraph 4.4.
4.3.5 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in
the Contract Sum, written notice as provided herein shall be given before proceeding to
execute the Work. Prior notice is not required for Claims relating to an emergency
endangering life or property arising under Paragraph 10.6.
4.3.6 If the Contractor believes additional cost is involved for reasons including but not
limited to (1) a written interpretation from the Architect, (2) an order by the Owner to stop the
Work where the Contractor as not at fault, (3) a written order for a minor change in the Work
issued by the Architect, (4) failure of payment by the Owner, (5) termination of the Contract
by the Owner, (6) Owner's suspension or (7) other reasonable grounds, Claim shall be filed
in accordance with this Paragraph 4.3.
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4.3.7 CLAIMS FOR ADDITIONAL TIME
4.3.7.1 If the Contractor wishes to make Claim for an increase in the Contract Time, written
notice as provided herein shall be given. The Contractor's Claim shall include an estimate of
cost and of probable effect of delay on progress of the Work. In the case of a continuing
delay only one Claim is necessary.
4.3.7.2 If adverse weather conditions are the basis for a Claim for additional time, such
Claim shall be documented by data substantiating that weather conditions were abnormal
for the period of time, could not have been reasonably anticipated and had an adverse effect
on the scheduled construction.
4.3.8 Injury or Damage to Person or Property. If either party to the Contract suffers injury or
damage to person or property because of an act or omission of the other party or of others
for whose acts such party is legally responsible, written notice of such injury or damage,
whether or not insured, shall be given to the other party within a reasonable time not
exceeding 21 days after discovery. The notice shall provide sufficient detail to enable the
other party to investigate the matter.
4.3.9 If unit prices are stated in the Contract Documents or subsequently agreed upon, and
if quantities originally contemplated are materially changed in a proposed Change Order or
Construction Change Directive so that application of such unit prices to quantities of Work
proposed will cause substantial inequity to the Owner or Contractor, the applicable unit
prices shall be equitably adjusted.
4.3.10 Claims for Consequential Damages. The Contractor and Owner waive Claims against
each other for consequential damages arising out of or relating to this Contract. This mutual
waiver includes:
.1 damages incurred by the Owner for rental expenses, for losses of use, income,
profit, financing, business and reputation, and for loss of management or
employee productivity or of the services of such persons; and
.2 damages incurred by the Contractor for principal office expenses including the
compensation of personnel stationed there, for losses of financing, business and
reputation, and for loss of profit except anticipated profit arising directly from the
Work.
This mutual waiver is applicable, without limitation, to all consequential damages due to
either party's termination in accordance with Article 14. Nothing contained in this
Subparagraph 4.3.10 shall be deemed to preclude an award of liquidated direct damages,
when applicable, in accordance with the requirements of the Contract Documents.
4.4 RESOLUTION OF CLAIMS AND DISPUTES
4.4.1 Decision of Architect. Claims, including those alleging an error or omission by the
Architect but excluding those arising under Paragraphs 10.3 through 10.5, shall be referred
initially to the Architect for decision. An initial decision by the Architect shall be required as a
condition precedent to mediation, arbitration or litigation of all Claims between the
Contractor and Owner arising prior to the date final payment is due, unless 30 days have
passed after the Claim has been referred to the Architect with no decision having been
rendered by the Architect. The Architect will not decide disputes between the Contractor and
persons or entities other than the Owner.
4.4.2 The Architect will review Claims and within ten days of the receipt of the Claim take
one or more of the following actions: (1) request additional supporting data from the claimant
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or a response with supporting data from the other party, (2) reject the Claim in whole or in
part, (3) approve the Claim, (4) suggest a compromise or (5) advise the parties that the
Architect is unable to resolve the Claim if the Architect lacks sufficient information to
evaluate the merits of the Claim or if the Architect concludes that, in the Architect's sole
discretion, it would be inappropriate for the Architect to resolve the Claim.
4.4.3 In evaluating Claims, the Architect may, but shall not be obligated to, consult with or
seek information from either party or from persons with special knowledge or expertise who
may assist the Architect in rendering a decision. The Architect may request the Owner to
authorize retention of such persons at the Owner's expense.
4.4.4 If the Architect requests a party to provide a response to a Claim or to furnish
additional supporting data, such party shall respond, within ten days after receipt of such
request, and shall either provide a response on the requested supporting data, advise the
Architect when the response or supporting data will be furnished or advise the Architect that
no supporting data will be furnished. Upon receipt of the response or supporting data, if any,
the Architect will either reject or approve the Claim in whole or in part.
4.4.5 The Architect will approve or reject Claims by written decision, which shall state the
reasons therefore and which shall notify the parties of any change in the Contract Sum or
Contract Time or both. The approval or rejection of a Claim by the Architect shall be final
and binding on the parties but subject to mediation and arbitration.
4.4.6 When a written decision of the Architect states that (1) the decision is final but subject
to mediation and arbitration and (2) a demand for arbitration of a Claim covered by such
decision must be made within 30 days after the date on which the party making the demand
receives the final written decision, then failure to demand arbitration within said 30 days'
period shall result in the Architect's decision becoming final and binding upon the Owner and
Contractor. If the Architect renders a decision after arbitration proceedings have been
initiated, such decision may be entered as evidence, but shall not supersede arbitration
proceedings unless the decision is acceptable to all parties concerned.
4.4.7 Upon receipt of a Claim against the Contractor or at any time thereafter, the Architect
or the Owner may, but is not obligated to, notify the surety, if any, of the nature and amount
of the Claim. If the Claim relates to a possibility of a Contractor's default, the Architect or the
Owner may, but is not obligated to, notify the surety and request the surety's assistance in
resolving the controversy.
4.4.8 If a Claim relates to or is the subject of a mechanic's lien, the party asserting such
Claim may proceed in accordance with applicable law to comply with the lien notice or filing
deadlines prior to resolution of the Claim by the Architect, by mediation or by arbitration.
4.5 MEDIATION
4.5.1 Any Claim arising out of or related to the Contract, except Claims relating to aesthetic
effect and except those waived as provided for in Subparagraphs 1.3.10,9.10.4 and 9.10.5
shall, after initial decision by the Architect or 30 days after submission of the Claim to the
Architect, be subject to mediation as a condition precedent to arbitration or the institution of
legal or equitable proceedings by either party.
4.5.2 The parties shall endeavor to resolve their Claims by mediation which, unless the
parties mutually agree otherwise, shall be in accordance with the Construction Industry
h4ediation Rules of the American Arbitration Association currently in effect. Request for
mediation shall be filed in writing with the other party to the Contract and with the American
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Arbitration Association. The request may be made concurrently with the filing of a demand
for arbitration but, in such event, mediation shall proceed in advance of arbitration or legal or
equitable proceedings, which shall be stayed pending mediation for a period of 60 days from
the date of filing, unless stayed for a longer period by agreement of the parties or court
order.
4.5.3 The parties shall share the mediator's fee and any filing fees equally. The mediation
shall be held in the place where the Project is located, unless another location is mutually
agreed upon. Agreements reached in mediation shall be enforceable as settlement
agreements in any court having jurisdiction thereof.
4.6 ARBITRATION
4.6.1 Any Claim arising out of or related to the Contract, except Claims relating to aesthetic
effect and except those waived as provided for in Subparagraphs 4.3.10,9.10.1 and 9.10.5,
shall, after decision by the Architect or 30 days after submission of the Claim to the
Architect, be subject to arbitration. Prior to arbitration, the parties shall endeavor to resolve
disputes by mediation in accordance with the provisions of Paragraph 4.5.
4.6.2 Claims not resolved by mediation shall he decided by arbitration which, unless the
parties mutually agree otherwise, shall be in accordance with the Construction Industry
Arbitration Rules of the American Arbitration Association currently in effect. The demand for
arbitration shall be filed in writing with the other party to the Contract and with the American
Arbitration Association, and a copy shall be filed with the Architect.
4.6.3 A demand for arbitration shall be made within the time limits specified in
Subparagraphs 4.4.6 and 4.6.1 as applicable, and in other cases within a reasonable time
after the Claim has arisen, and in no event shall it be made after the date when institution of
legal or equitable proceedings based on such Claim would be barred by the applicable
statute of limitations as determined pursuant to Paragraph 13.7.
4.6.4 Limitation on Consolidation or Joinder. No arbitration arising out of or relating to the
Contract shall include, by consolidation or joinder or in any other manner, the Architect, the
Architect's employees or consultants, except by written consent containing specific
reference to the Agreement and signed by the Architect, Owner, Contractor and any other
person or entity sought to be joined. No arbitration shall include, by consolidation or joinder
or in any other manner, parties other than the Owner, Contractor, a separate contractor as
described in Article 6 and other persons substantially involved in a common question of fact
or law, whose presence is required if complete relief is to be accorded in arbitration. No
person or entity other than the Owner, Contractor or a separate contractor as described in
Article 6 shall be included as an original third party or additional third party to an arbitration
whose interest or responsibility is insubstantial. Consent to arbitration involving an additional
person or entity shall not constitute consent to arbitration of a Claim not described therein or
with a person or entity not named or described therein. The foregoing agreement to arbitrate
and other agreements to arbitrate with an additional person or entity duly consented to by
parties to the Agreement shall be specifically enforceable under applicable law in any court
having jurisdiction thereof.
4.6.5 Claims and Timely Assertion of Claims. The party filing a notice of demand for
arbitration must assert in the demand all Claims then known to that party on which
arbitration is permitted to be demanded.
4.6.6 Judgment on Final Award. The award rendered by the arbitrator or arbitrators shall be
final, and judgment may be entered upon it in accordance with applicable law in any court
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having jurisdiction thereof.
ARTICLE 5 SUBCONTRACTORS
5.1 DEFINITIONS
5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to
perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout
the Contract Documents as if singular in number and means a Subcontractor or an
authorized representative of the Subcontractor. The term "Subcontractor" does not include a
separate contractor or subcontractors of a separate contractor.
5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a
Subcontractor to perform a portion of the Work at the site. The term "Sub-subcontractor" is
referred to throughout the Contract Documents as if singular in number and means a
Sub-subcontractor or an authorized representative of the Sub-subcontractor.
5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS
OF THE WORK
5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the
Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the
Owner through the Architect the names of persons or entities (including those who are to
furnish materials or equipment fabricated to a special design) proposed for each principal
portion of the Work. The Architect will promptly reply to the Contractor in writing stating
whether or not the Owner or the Architect after due investigation, has reasonable objection
to any such proposed person or entity. Failure of the Owner or Architect to reply promptly
shall constitute notice of no reasonable objection.
5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner
or Architect has made reasonable and timely objection. The Contractor shall not be required
to contract with anyone to whom the Contractor has made reasonable objection.
5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by
the Contractor, the Contractor shall propose another to whom the Owner or Architect has no
reasonable objection. If the proposed but rejected Subcontractor was reasonably capable of
performing the Work, the Contract Sum and Contract Time shall be increased or decreased
by the difference, if any, occasioned by such change, and an appropriate Change Order
shall be issued before commencement of the substitute Subcontractor's Work. However, no
increase in the Contract Sum or Contract Time shall be allowed for such change unless the
Contractor has acted promptly and responsively in submitting names as required.
5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected
if the Owner or Architect makes reasonable objection to such substitute.
5.3 SUBCONTRACTUAL RELATIONS
5.3.1 By appropriate agreement, written where legally required for validity, the Contractor
shall require each Subcontractor, to the extent of the Work to be performed by the
Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to
assume toward the Contractor all the obligations and responsibilities, including the
responsibility for safety of the Subcontractor's Work, which the Contractor, by these
Documents, assumes toward the Owner and Architect. Each subcontract agreement shall
preserve and protect the rights of the Owner and Architect under the Contract Documents
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with respect to the Work to be performed by the Subcontractor so that subcontracting
thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically
provided otherwise in the subcontract agreement, the benefit of all rights, remedies and
redress against the Contractor that the Contractor, by the Contract Documents, has against
the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into
similar agreements with Sub-subcontractors. The Contractor shall make available to each
proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the
Contract Documents to which the Subcontractor will be bound, and, upon written request of
the Subcontractor, identify to the Subcontractor terms and conditions of the proposed
subcontract agreement which may be at variance with the Contract Documents.
Subcontractors will similarly make copies of applicable portions of such documents available
to their respective proposed Sub-subcontractors.
5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS
5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to
the Owner provided that:
.1 Assignment is effective only after termination of the Contract by the Omer for
cause pursuant to Paragraph 14.2 and only for those subcontract agreements
which the Owner accepts by notifying the Subcontractor and Contractor in writing;
and
.2 Assignment is subject to the prior rights of the surety, if any, obligated under bond
relating to the Contract.
5.4.2 Upon such assignment, if the Work has been suspended for more than 30 days, the
Subcontractor's compensation shall be equitably adjusted for increases in cost resulting
from the suspension.
ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS
6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD
SEPARATE CONTRACTS
6.1.1 The Owner reserves the right to perform construction or operations related to the
Project with the Owner's own forces, and to award separate contracts in connection with
other portions of the Project or other construction or operations on the site under Conditions
of the Contract identical or substantially similar to these including those portions related to
insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is
involved because of such action by the Owner, the Contractor shall make such Claim as
provided in paragraph 4.3.
6.1.2 When separate contracts are awarded for different portions of the Project or other
construction or operations on the site, the term "Contractor" in the Contract Documents in
each case shall mean the Contractor who executes each separate Owner-Contractor
Agreement.
6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces
and of each separate contractor with the Work of the Contractor, who shall cooperate with
them. The Contractor shall participate with other separate contractors and the Owner in
reviewing their construction schedules when directed to do so. The Contractor shall make
any revisions to the construction schedule deemed necessary after a joint review and
mutual agreement. The construction schedules shall then constitute the schedules to be
used by the Contractor, separate contractors and the Owner until subsequently revised.
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6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs
construction or operations related to the Project with the Owner's own forces, the Owner
shall be deemed to be subject to the same obligations and to have the same rights which
apply to the Contractor under the Conditions of the Contract, including, without excluding
others, those stated in Article 3, this Article 6 and Articles 10, 11 and 12.
6.2 MUTUAL RESPONSIBILITY
6.2.1 The Contractor shall afford the Owner and separate contractor’s reasonable
opportunity for introduction and storage of their materials and equipment and performance
of their activities, and shall connect and coordinate the Contractor's construction and
operations with theirs as required by the Contract Documents.
6.2.2 If part of the Contractor's Work depends for proper execution or results upon
construction or operations by the Owner or a separate contractor, the Contractor shall, prior
to proceeding with that portion of the Work, promptly report to the Architect apparent
discrepancies or defects in such other construction that would render it unsuitable for such
proper execution and results. Failure of the Contractor so to report shall constitute an
acknowledgment that the Owner's or separate contractor's completed or partially completed
construction is fit and proper to receive the Contractor's Work, except as to defects not then
reasonably discoverable.
6.2.3 The Owner shall be reimbursed by the Contractor for costs incurred by the Owner
which are payable to a separate contractor because of delays, improperly timed activities or
defective construction of the Contractor. The Owner shall be responsible to the Contractor
for costs incurred by the Contractor because of delays, improperly timed activities, damage
to the Work or defective construction of a separate contractor.
6.2.4 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to
completed or partially completed construction or to property of the Owner or separate
contractors as provided in Subparagraph 10.2.5.
6.2.5 The Owner and each separate contractor shall have the same responsibilities for
cutting and patching as are described for the Contractor in Subparagraph 3.14.
6.3 OWNER'S RIGHT TO CLEAN UP
6.3.1 If a dispute arises among the Contractor, separate contractors and the Owner as to
the responsibility under their respective contracts for maintaining the premises and
surrounding area free from waste materials and rubbish, the Owner may clean up and the
Architect will allocate the cost among those responsible.
ARTICLE 7 CHANGES IN THE WORK
7.1 GENERAL
7.1.1 Changes in the Work may be accomplished after execution of the Contract, and
without invalidating the Contract, by Change Order, Construction Change Directive or order
for a minor change in the Work, subject to the limitations stated in this Article 7 and
elsewhere in the Contract Documents.
7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and
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Architect; a Construction Change Directive requires agreement by the Owner and Architect
and may or may not be agreed to by the Contractor; an order for a minor change in the
Work may be issued by the Architect alone.
7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract
Documents, and the Contractor shall proceed promptly, unless otherwise provided in the
Change Order, Construction Change Directive or order for a minor change in the Work.
7.2 CHANGE ORDERS
7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the
Owner, Contractor and Architect, stating their agreement upon all of the following:
.1 change in the Work;
.2 the amount of the adjustment, if any, in the Contract Sum; and
.3 the extent of the adjustment, if any, in the Contract Time.
7.2.2 Methods used in determining adjustments to the Contract Sum may include those
listed in Subparagraph 7.3.3.
7.3 CONSTRUCTION CHANGE DIRECTIVES
7.3.1 A Construction Change Directive is a written order prepared by the Architect and
signed by the Owner and Architect, directing a change in the Work prior to agreement on
adjustment, if any, in the Contract Sum or Contract Time, or both. The Owner may by
Construction Change Directive, without invalidating the Contract, order changes in the Work
within the general scope of the Contract consisting of additions, deletions or other revisions,
the Contract Sum and Contract Time being adjusted accordingly.
7.3.2 A Construction Change Directive shall be used in the absence of total agreement on
the terms of a Change Order.
7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum,
the adjustment shall be based on one of the following methods:
.1 mutual acceptance of a lump sum properly itemized and supported by sufficient
substantiating data to permit evaluation;
.2 unit prices stated in the Contract Documents or subsequently agreed upon;
.3 cost to be determined in a manner agreed upon by the parties and a mutually
acceptable fixed or percentage fee; or
.4 as provided in Subparagraph 7.3.6.
7.3.4 Upon receipt of a Construction Change Directive, the Contractor shall promptly
proceed with the change in the Work involved and advise the Architect of the Contractor's
agreement or disagreement with the method, if any, provided in the Construction Change
Directive for determining the proposed adjustment in the Contract Sum or Contract Time.
7.3.5 A Construction Change Directive signed by the Contractor indicates the agreement of
the Contractor therewith, including adjustment in Contract Sum and Contract Time or the
method for determining them. Such agreement shall be effective immediately and shall be
recorded as a Change Order.
7.3.6 If the Contractor does not respond promptly or disagrees with the method for
adjustment in the Contract Sum, the method and the adjustment shall be determined by the
Architect on the basis of reasonable expenditures and savings of those performing the Work
attributable to the change, including, in case of an increase in the Contract Sum, a
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reasonable allowance for overhead and profit. In such case, and also under Clause 7.3.3.3,
the Contractor shall keep and present, in such form as the Architect may prescribe, an
itemized accounting together with appropriate supporting data. Unless otherwise provided in
the Contract Documents, costs for the purposes of this Subparagraph 7.3.6 shall be limited
to the following:
.1 costs of labor, including social security, old age and unemployment insurance,
fringe benefits required by agreement or custom, and workers' compensation
insurance;
.2 costs of materials, supplies and equipment, including cost of transportation,
whether incorporated or consumed;
.3 rental costs of machinery and equipment, exclusive of hand tools, whether rented
from the Contractor or others;
.4 costs of premiums for all bonds and insurance, permit fees, and sales, use or
similar taxes related to the Work; and
.5 additional costs of supervision and field office personnel directly attributable to the
change.
7.3.7 The amount of credit to be allowed by the Contractor to the Owner for a deletion or
change which results in a net decrease in the Contract Sum shall be actual net cost as
confirmed by the Architect. When both additions and credits covering related Work or
substitutions are involved in a change, the allowance for overhead and profit shall be figured
on the basis of net increase, if any, with respect to that change.
7.3.8 Pending final determination of the total cost of a Construction Change Directive to the
Owner, amounts not in dispute for such changes in the \Cork shall be included in
Applications for Payment accompanied by a Change Order indicating the parties' agreement
with part or all of such costs. For any portion of such cost that remains in dispute, the
Architect will make an interim determination for purposes of monthly certification for payment
for those costs. That determination of cost shall adjust the Contract Sum on the same basis
as a Change Order, subject to the right of either party to disagree and assert a claim in
accordance with Article 4.
7.3.9 When the Owner and Contractor agree with the determination made by the Architect
concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach
agreement upon the adjustments, such agreement shall be effective immediately and shall
be recorded by preparation and execution of an appropriate Change Order.
7.4 MINOR CHANGES IN THE WORK
7.4.1 The Architect will have authority to order minor changes in the Work not involving
adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with
the intent of the Contract Documents. Such changes shall be effected by written order and
shall be binding on the Owner and Contractor. The Contractor shall carry out such written
orders promptly.
ARTICLE 8 TIME
8.1 DEFINITIONS
8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized
adjustments, allotted in the Contract Documents for Substantial Completion of the Work.
8.1.2 The date of commencement of the Work is the date established in the Agreement.
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8.13 The date of Substantial Completion is the date certified by the Architect in accordance
with Paragraph 9.8.
8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless
otherwise specifically defined.
8.2 PROGRESS AND COMPLETION
8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By
executing the Agreement the Contractor confirms that the Contract Time is a reasonable
period for performing the Work.
8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in
writing, prematurely commence operations on the site or elsewhere prior to the effective
date of insurance required by Article 11 to be furnished by the Contractor and Owner. The
date of commencement of the Work shall not be changed by the effective date of such
insurance. Unless the date of commencement is established by the Contract Documents or
a notice to proceed given by the Owner, the Contractor shall notify the Owner in writing not
less than five days or other agreed period before commencing the Work to permit the timely
filing of mortgages, mechanic's liens and other security interests.
8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve
Substantial Completion within the Contract Time.
8.3 DELAYS AND EXTENSIONS OF TIME
8.3.1 If the Contractor is delayed at any time in the commencement or progress of the Work
by an act or neglect of the Owner or Architect, or of an employee of either, or of a separate
contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes,
fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the
Contractor's control, or by delay authorized by the Owner pending mediation and arbitration,
or by other causes which the Architect determines may justify delay, then the Contract Time
shall be extended by Change Order for such reasonable time as the Architect may
determine.
8.3.2 Claims relating to time shall be made in accordance with applicable provisions of
Paragraph 4.3.
8.3.3 This Paragraph 8.3 does not preclude recovery of damages for delay by either party
under other provisions of the Contract Documents.
ARTICLE 9 PAYMENTS AND COMPLETION
9.1 CONTRACT SUM
9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is
the total amount payable by the Owner to the Contractor for performance of the Work under
the Contract Documents.
9.2 SCHEDULE OF VALUES
9.2.1 Before the first Application for Payment, the Contractor shall submit to the Architect a
schedule of values allocated to various portions of the Work, prepared in such form and
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supported by such data to substantiate its accuracy as the Architect may require. This
schedule, unless objected to by the Architect, shall be used as a basis for reviewing the
Contractor's Applications for Payment.
9.3 APPLICATIONS FOR PAYMENT
9.3.1 At least ten days before the date established for each progress payment, the
Contractor shall submit to the Architect an itemized Application for Payment for operations
completed in accordance with the schedule of values. Such application shall be notarized, if
required, and supported by such data substantiating the Contractor's right to payment as the
Owner or Architect may require, such as copies of requisitions from Subcontractors and
material suppliers, and reflecting retainage if provided for in the Contract Documents.
9.3.1.1 As provided in Subparagraph 7.3.8, such applications may include requests for
payment on account of changes in the Work which have been properly authorized by
Construction Change Directives, or by interim determinations of the Architect, but not yet
included in Change Orders.
9.3.1.2 Such applications may not include requests for payment for portions of the Work for
which the Contractor does not intend to pay to a Subcontractor or material supplier, unless
such Work has been performed by others whom the Contractor intends to pay.
9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on
account of materials and equipment delivered and suitably stored at the site for subsequent
incorporation in the Work. If approved in advance by the Owner, payment may similarly be
made for materials and equipment suitably stored off the site at a location agreed upon in
writing. Payment for materials and equipment stored on or off the site shall be conditioned
upon compliance by the Contractor with procedures satisfactory to the Owner to establish
the Owner's title to such materials and equipment or otherwise protect the Owner's interest,
and shall include the costs of applicable insurance, storage and transportation to the site for
such materials and equipment stored off the site.
9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment
will pass to the Owner no later than the time of payment. The Contractor further warrants
that upon submitta1 of an Application for Payment all Work for which Certificates for
Payment have been previously issued and payments received from the Owner shall, to the
best of the Contractor's knowledge, information and belief, be free and clear of liens, claims,
security interests or encumbrances in favor of the Contractor, Subcontractors, material
suppliers, or other persons or entities making a claim by reason of having provided labor,
materials and equipment relating to the Work.
9.4 CERTIFICATES FOR PAYMENT
9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for
Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor,
for such amount as the Architect determines is properly due, or notify the Contractor and
Owner in writing of the Architect's reasons for withholding certification in whole or in part as
provided in Subparagraph 9.5.1.
9.4.2 The issuance of a Certificate for Payment will constitute a representation by the
Architect to the Owner, based on the Architect's evaluation of the Work and the data
comprising the Application for Payment, that the Work has progressed to the point indicated
and that, to the best of the Architect's knowledge, information and belief, the quality of the
Work is in accordance with the Contract Documents. The foregoing representations are
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subject to an evaluation of the Work for conformance with the Contract Documents upon
Substantial Completion, to results of subsequent tests and inspections, to correction of
minor deviations horn the Contract Documents prior to completion and to specific
qualifications expressed by the Architect. The issuance of a Certificate for Payment will
further constitute a representation that the Contractor is entitled to payment in the amount
certified. However, the issuance of a Certificate for Payment will not be a representation that
the Architect has (1) made exhaustive or continuous on-site inspections to check the quality
or quantity of the Work, (2) reviewed construction means, methods, techniques, sequences
or procedures, (3) reviewed copies of requisitions received from Subcontractors and
material suppliers and other data requested by the Owner to substantiate the Contractor's
right to payment, or (4) made examination to ascertain how or for what purpose the
Contractor has used money previously paid on account of the Contract Sum.
9.5 DECISIONS TO WITHHOLD CERTIFICATION
9.5.1 The Architect may withhold a Certificate for Payment in whole or in part, to the extent
reasonably necessary to protect the Owner, if in the Architect's opinion the representations
to the Owner required by Subparagraph 9.4.2 cannot be made. If the Architect is unable to
certify payment in the amount of the Application, the Architect will notify the Contractor and
Owner as provided in Subparagraph 9.4.1. If the Contractor and Architect cannot agree on a
revised amount, the Architect will promptly issue a Certificate for Payment for the amount for
which the Architect is able to make such representations to the Owner. The Architect may
also withhold a Certificate for Payment or, because of subsequently discovered evidence,
may nullify the whole or a part of a Certificate for Payment previously issued, to such extent
as may be necessary in the Architect's opinion to protect the Owner from loss for which the
Contractor is responsible, including loss resulting from acts and omissions described in
Subparagraph 3.3.2, because of:
.1 defective Work not remedied;
.2 third party claims filed or reasonable evidence indicating probable filing of such
claims unless security acceptable to the Owner is provided by the Contractor;
.3 failure of the Contractor to make payments properly to Subcontractors or for labor,
materials or equipment;
.4 reasonable evidence that the Work cannot be completed for the unpaid balance of
the Contract Sum;
.5 damage to the Owner or another contractor;
.6 reasonable evidence that the Work will not be completed within the Contract Time,
and that the unpaid balance would not be adequate to cover actual or liquidated
damages for the anticipated delay: or
.7 persistent failure to carry out the Work in accordance with the Contract
Documents.
9.5.2 When the above reasons for withholding certification are removed, certification will be
made for amounts previously withheld.
9.6 PROGRESS PAYMENTS
9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make
payment in the manner and \\ithin the time provided in the Contract Documents, and shall so
notify the Architect.
9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from
the Owner, out of the amount paid to the Contractor on account of such Subcontractor's
portion of the Work, the amount to which said Subcontractor is entitled, reflecting
percentages actually retained from payments to the Contractor on account of such
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Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with
each Subcontractor, require each Subcontractor to make payments to Sub-subcontractors in
a similar manner.
9.6.3 The Architect will, on request, furnish to a Subcontractor, if practicable, information
regarding percentages of completion or amounts applied for by the Contractor and action
taken thereon by the Architect and Owner on account of portions of the Work done by such
Subcontractor.
9.6.4 Neither the Owner nor Architect shall have an obligation to pay or to see to the
payment of money to a Subcontractor except as may otherwise be required by law.
9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in
Subparagraphs 9.6.2, 9.6.3 and 9.6.4
9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of
the Project by the Owner shall not constitute acceptance of work not in accordance with the
Contract Documents.
9.6.7 Unless the Contractor provides the Owner with a payment bond in the full penal sum
of the Contract Sum, payments received by the Contractor for Work properly performed by
Subcontractors and suppliers shall be held by the Contractor for those Subcontractors or
suppliers who performed Work or furnished materials, or both, under contract with the
Contractor for which payment was made by the Owner. Nothing contained herein shall
require money to be placed in a separate account and not commingled with money of the
Contractor, shall create any fiduciary liability or tort liability on the part of the Contractor for
breach of trust or shall entitle any person or entity to an award of punitive damages against
the Contractor for breach of the requirements of this provision.
9.7 FAILURE OF PAYMENT
9.7.1 If the Architect does not issue a Certificate for Payment, through no fault of the
Contractor, within seven days after receipt of the Contractor's Application for Payment, or if
the Owner does not pay the Contractor within seven days after the date established in the
Contract Documents the amount certified by the Architect or awarded by arbitration, then the
Contractor may, upon seven additional days' written notice to the Owner and Architect, stop
the Work until payment of the amount owing has been received. The Contract Time shall be
extended appropriately and the Contract Sum shall be increased by the amount of the
Contractor's reasonable costs of shut-down, delay and start-up, plus interest as provided for
in the Contract Documents.
9.8 SUBSTANTIAL COMPLETION
9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or
designated portion thereof is sufficiently complete in accordance with the Contract
Documents so that the Owner can occupy or utilize the Work for its intended use.
9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner
agrees to accept separately, is substantially complete, the Contractor shall prepare and
submit to the Architect a comprehensive list of items to be completed or corrected prior to
final payment. Failure to include an item on such list does not alter the responsibility of the
Contractor to complete all Work in accordance with the Contract Documents.
9.8.3 Upon receipt of the Contractor's list, the Architect will make an inspection to determine
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whether the Work or designated portion thereof is substantially complete. If the Architect's
inspection discloses any item, whether or not included on the Contractor's list, which is not
sufficiently complete in accordance with the Contract Documents so that the Owner can
occupy or utilize the Work or designated portion thereof for its intended use, the Contractor
shall, before issuance of the Certificate of Substantial Completion, complete or correct such
item upon notification by the Architect. In such case, the Contractor shall then submit a
request for another inspection by the Architect to determine Substantial Completion.
9.8.4 When the Work or designated portion thereof is substantially complete, the Architect
will prepare a Certificate of Substantial Completion which shall establish the date of
Substantial Completion, shall establish responsibilities of the Owner and Contractor for
security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the
time within which the Contractor shall finish all items on the list accompanying the
Certificate. Warranties required by the Contract Documents shall commence on the date of
Substantial Completion of the Work or designated portion thereof unless otherwise provided
in the Certificate of Substantial Completion.
9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and
Contractor for their written acceptance of responsibilities assigned to them in such
Certificate. Upon such acceptance and consent of surety, if any, the Owner shall make
payment of retainage applying to such Work or designated portion thereof. Such payment
shall be adjusted for Work that is incomplete or not in accordance with the requirements of
the Contract Documents.
9.9 PARTIAL OCCUPANCY OR USE
9.9.1 The Owner may occupy or use any completed or partially completed portion of the
Work at any stage when such portion is designated by separate agreement with the
Contractor, provided such occupancy or use is consented to by the insurer as required
under Clause 11.4.1.5 and authorized by public authorities having jurisdiction over the Work.
Such partial occupancy or use may commence whether or not the portion is substantially
complete, provided the Owner and Contractor have accepted in writing the responsibilities
assigned to each of them for payments, retainage, if any, security, maintenance, heat,
utilities, damage to the Work and insurance, and have agreed in writing concerning the
period for correction of the Work and commencement of warranties required by the Contract
Documents. When the Contractor considers a portion substantially complete, the Contractor
shall prepare and submit a list to the Architect as provided under Subparagraph 9.8.2.
Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld.
The stage of the progress of the Work shall be determined by written agreement between
the Owner and Contractor or, if no agreement is reached, by decision of the Architect.
9.9.2 Immediately prior to such partial occupancy or use, the Owner, Contractor and
Architect shall jointly inspect the area to be occupied or portion of the Work to be used in
order to determine and record the condition of the Work.
9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the
Work shall not constitute acceptance of Work not complying with the requirements of the
Contract Documents.
9.10 FINAL COMPLET16N AND FINAL PAYMENT
9.10.1 Upon receipt of written notice that the Work is ready for final inspection and
acceptance and upon receipt of a final Application for Payment, the Architect will promptly
make such inspection and, when the Architect finds the Work acceptable under the Contract
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Documents and the Contract fully performed: the Architect will promptly issue a final
Certificate for Payment stating that to the best of the Architect's knowledge, information and
belief, and on the basis of the Architect's on-site visits and inspections, the Work has been
completed in accordance with terms and conditions of the Contract Documents and that the
entire balance found to be due the Contractor and noted in the final Certificate is due and
payable. The Architect's final Certificate for Payment will constitute a further representation
that conditions listed in Subparagraph 9.10.2 as precedent to the Contractor's being entitled
to final payment have been fulfilled.
9.10.2 Neither final payment nor any remaining retained percentage shall become due until
the Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and
equipment, and other indebtedness connected with the Work for which the Owner or the
Owner's property might be responsible or encumbered (less amounts withheld by Owner)
have been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by
the Contract Documents to remain in force after final payment is currently in effect and will
not be canceled or allowed to expire until at least 30 days' prior written notice has been
given to the Owner, (3) a written statement that the Contractor knows of no substantial
reason that the insurance will not be renewable to cover the period required by the Contract
Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner,
other data establishing payment or satisfaction of obligations, such as receipts, releases and
waivers of liens, claims, security interests or encumbrances arising out of the Contract, to
the ex-tent and in such form as may be designated by the Owner. If a Subcontractor refuses
to furnish a release or waiver required by the Owner, the Contractor may furnish a bond
satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains
unsatisfied after payments are made, the Contractor shall refund to the Owner all money
that the Owner may be compelled to pay in discharging such lien, including all costs and
reasonable attorneys' fees.
9.10.3 If, after Substantial Completion of the Work, final completion thereof is materially
delayed through no fault of the Contractor or by issuance of Change Orders affecting final
completion, and the Architect so confirms, the Owner shall, upon application by the
Contractor and certification by the Architect, and without terminating the Contract, make
payment of the balance due for that portion of the Work fully completed and accepted. If the
remaining balance for Work not fully completed or corrected is less than retainage stipulated
in the Contract Documents, and if bonds have been furnished, the written consent of surety
to payment of the balance due for that portion of the Work fully completed and accepted
shall be submitted by the Contractor to the Architect prior to certification of such payment.
Such payment shall be made under terms and conditions governing final payment, except
that it shall not constitute a waiver of claims.
9.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except
those arising from:
.1 liens, Claims, security interests or encumbrances arising out of the Contract and
unsettled;
.2 failure of the Work to comply with the requirements of the Contract Documents; or
.3 terms of special warranties required by the Contract Documents.
9.10.5 Acceptance of final payment by the Contractor, a Subcontractor or material supplier
shall constitute a waiver of claims by that payee except those previously made in writing and
identified by that payee as unsettled at the time of final Application for Payment.
ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY
10.1 SAFETY PRECAUTIONS AND PROGRAMS
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10.1. The Contractor shall be responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the performance of the Contract.
10.2 SAFETY OF PERSONS AND PROPERTY
10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide
reasonable protection to prevent damage, injury or loss to:
.1 employees on the Work and other persons who may be affected thereby;
.2 the Work and materials and equipment to be incorporated therein, whether in
storage on or off the site, under care, custody or control of the Contractor or the
Contractor's Subcontractors or Sub-subcontractors; and
.3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks,
pavements, roadways, structures and utilities not designated for removal,
relocation or replacement in the course of construction.
10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules,
regulations and lawful orders of public authorities bearing on safety of persons or property or
their protection from damage, injury or loss.
10.2.3 The Contractor shall erect and maintain, as required by existing conditions and
performance of the Contract, reasonable safeguards for safety and protection, including
posting danger signs and other warnings against hazards, promulgating safety regulations
and notifying owners and users of adjacent sites and utilities.
10.2.4 When use or storage of explosives or other hazardous materials or equipment or
unusual methods are necessary for execution of the Work, the Contractor shall exercise
utmost care and carry on such activities under supervision of properly qualified personnel.
10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss
insured under property insurance required by the Contract Documents) to property referred
to in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor, a
Subcontractor, a Sub-subcontractor, or anyone directly or indirectly employed by any of
them, or by anyone for whose acts they may be liable and for which the Contractor is
responsible under Clauses 10.2.1.2 and 10.2.1.3, except damage or loss attributable to acts
or omissions of the owner or Architect or anyone directly or indirectly employed by either of
them, or by anyone for whose ads either of them may be liable, and not attributable to the
fault or negligence of the Contractor. The foregoing obligations of the Contractor are in
addition to the Contractor's obligations under Paragraph 3.18.
10.2.6 The Contractor shall designate a responsible member of the Contractor's
organization at the site whose duty shall be the prevention of accidents. This person shall be
the Contractor's superintendent unless otherwise designated by the Contractor in writing to
the Owner and Architect.
10.2.7 The Contractor shall not load or permit any part of the construction or site to be
loaded so as to endanger its safety.
10.3 HAZARDOUS MATERIALS
10.3.1 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or
death to persons resulting from a material or substance, including but not limited to asbestos
or polychlorinated biphenyl (PCB), encountered on the site by the Contractor, the Contractor
shall, upon recognizing the condition, immediately stop Work in the affected area and report
the condition to the Owner and Architect in writing.
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10.3.2 The Owner shall obtain the services of a licensed laboratory to verify the presence or
absence of the material or substance reported by the Contractor and, in the event such
material or substance is found to be present, to verify that it has been rendered harmless.
Unless otherwise required by the Contract Documents, the Owner shall furnish in writing to
the Contractor and Architect the names and qualifications of persons or entities who are to
perform tests verifying the presence or absence of such material or substance or who are to
perform the task of removal or safe containment of such material or substance. The
Contractor and the Architect will promptly reply to the Owner in writing stating whether or not
either has reasonable objection to the persons or entities proposed by the Owner. If either
the Contractor or Architect has an objection to a person or entity proposed by the Owner,
the Owner shall propose another to whom the Contractor and the Architect have no
reasonable objection. When the material or substance has been rendered harmless, Work in
the affected area shall resume upon written agreement of the Owner and Contractor. The
Contract Time shall be extended appropriately and the Contract Sum shall be increased in
the amount of the Contractor's reasonable additional costs of shut-down, delay and start-up,
which adjustments shall be accomplished as provided in Article 7.
10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless
the Contractor, Subcontractors, Architect, Architect's consultants and agents and employees
of any of them from and against claims, damages, losses and expenses, including but not
limited to attorneys' fees, arising out of or resulting from performance of the Work in the
affected area if in fact the material or substance presents the risk of bodily injury or death as
described in Subparagraph 10.3.1 and has not been rendered harmless, provided that such
claim, damage, loss or expense is attributable to bodily injury sickness, disease or death, or
to injury to or destruction of tangible property (other than the Work itself) and provided that
such damage, loss or expense is not due to the sole negligence of a party seeking
indemnity.
10.4 The Owner shall not be responsible under Paragraph 10.3 for materials and
substances brought to the site by the Contractor unless such materials or substances were
required by the Contract Documents.
10.5 If, without negligence on the part of the Contractor, the Contractor is held liable for the
cost of remediation of a hazardous material or substance solely by reason of performing
Work as required by the Contract Documents, the Owner shall indemnify the Contractor for
all cost and expense thereby incurred.
10.6 EMERGENCIES
10.6.1 In an emergency affecting safety of persons or property, the Contractor shall act, at
the Contractor's discretion, to prevent threatened damage, injury or loss. Additional
compensation or extension of time claimed by the Contractor on account of an emergency
shall be determined as provided in Paragraph 4.3 and Article 7.
ARTICLE 11 INSURANCE AND BONDS
11.1 CONTRACTOR'S LIABILITY INSURANCE
11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully
authorized to do business in the jurisdiction in which the Project is located such insurance
as will protect the Contractor from claims set forth below which may arise out of or result
from the Contractor's operations under the Contract and for which the Contractor may be
legally liable, whether such operations be by the Contractor or by a Subcontractor or by
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anyone directly or indirectly employed by any of them, or by anyone for whose acts any of
them may be liable:
.1 claims under workers' compensation, disability benefit and other similar employee
benefit acts which are applicable to the Work to be performed;
.2 claims for damages because of bodily injury, occupational sickness or disease, or
death of the Contractor's employees;
.3 claims for damages because of bodily injury, sickness or disease, or death of any
person other than the Contractor's employees;
.4 claims for damages insured by usual personal injury liability coverage;
.5 claims for damages, other than to the Work itself, because of injury to or
destruction of tangible property, including loss of use resulting therefrom;
.6 claims for damages because of bodily injury, death of a person or property
damage arising out of ownership, maintenance or use of a motor vehicle;
.7 claims for bodily injury or property damage arising out of completed operations;
and
.8 claims involving contractual liability insurance applicable to the Contractor's
obligations under Paragraph 3.18.
11.1.2 The insurance required by Subparagraph 11.1.1 shall be written for not less than
limits of liability specified in the Contract Documents or required by law whichever coverage
is greater. Coverages, whether written on an occurrence or claims-made basis, shall be
maintained without interruption from date of commencement of the Work until date of final
payment and termination of any coverage required to be maintained after final payment.
11.1.3 Certificates of insurance acceptable to the Owner shall be filed with the Owner prior
to commencement of the Work. These certificates and the insurance policies required by
this Paragraph 11.1 shall contain a provision that coverages afforded under the policies will
not be canceled or allowed to expire until at least 30 days' prior written notice has been
given to the Owner. If any of the foregoing insurance coverages are required to remain in
force after final payment and are reasonably available, an additional certificate evidencing
continuation of such coverage shall be submitted with the final Application for Payment as
required by Subparagraph 9.10.2. Information concerning reduction of coverage on account
of revised limits or claims paid under the General Aggregate, or both, shall be furnished by
the Contractor with reasonable promptness in accordance with the Contractor's information
and belief.
11.2 OWNER'S LIABILITY INSURANCE
11.2.1 The Owner shall be responsible for purchasing and maintaining the Owner's usual
liability insurance.
11.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE
11.3.1 Optionally, the Owner may require the Contractor to purchase and maintain Project
Management Protective Liability insurance from the Contractor's usual sources as primary
coverage for the Owner's, Contractor's and Architect's vicarious liability for construction
operations under the Contract. Unless otherwise required by the Contract Documents, the
Owner shall reimburse the Contractor by increasing the Contract Sum to pay the cost of
purchasing and maintaining such optional insurance coverage, and the Contractor shall not
be responsible for purchasing any other liability insurance on behalf of the Owner. The
minimum limits of liability purchased with such coverage shall be equal to the aggregate of
the limits required for Contractor's Liability Insurance under Clauses 11.1.1.2 through
11.1.1.5.
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11.3.2 To the extent damages are covered by Project Management Protective Liability
insurance, the Owner, Contractor and Architect waive all rights against each other for
damages, except such rights as they may have to the proceeds of such insurance. The
policy shall provide for such waivers of subrogation by endorsement or otherwise.
11.3.3 The Owner shall not require the Contractor to include the Owner, Architect or other
persons or entities as additional insureds on the Contractor's Liability Insurance coverage
under Paragraph 11.1.
11.4 PROPERTY INSURANCE
11.4.1 Unless otherwise provided, the Owner shall purchase and maintain, in a company or
companies lawfully authorized to do business in the jurisdiction in which the Project is
located, property insurance written on a builder's risk "all-risk" or equivalent policy form in
the amount of the initial Contract Sum, plus value of subsequent Contract modifications and
cost of materials supplied or installed by others, comprising total value for the entire Project
at the site on a replacement cost basis without optional deductibles. Such property
insurance shall be maintained, unless otherwise provided in the Contract Documents or
otherwise agreed in writing by all persons and entities who are beneficiaries of such
insurance, until final payment has been made as provided in Paragraph 9.10 or until no
person or entity other than the Owner has an insurable interest in the property required by
this Paragraph 11.4 to be covered, whichever is later. This insurance shall include interests
of the Owner, the Contractor, Subcontractors and Sub-subcontractors in the Project.
11.4.1.1 Property insurance shall be on an "all-risk" or equivalent policy form and shall
include, without limitation, insurance against the perils of fire (with extended coverage) and
physical loss or damage including, without duplication of coverage, theft, vandalism,
malicious mischief, collapse, earthquake, flood, windstorm, falsework, testing and startup,
temporary buildings and debris removal including demolition occasioned by enforcement of
any applicable legal requirements, and shall cover reasonable compensation for Architect's
and contractor's services and expenses required as a result of such insured loss.
11.4.1.2 If the Owner does not intend to purchase such property insurance required by the
Contract and with all of the coverages in the amount described above, the Owner shall so
inform the Contractor in writing prior to commencement of the Work. The Contractor may
then effect insurance which will protect the interests of the Contractor, Subcontractors and
Sub-subcontractors in the Work, and by appropriate Change Order the cost thereof shall be
charged to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to
purchase or maintain insurance as described above, without so notifying the Contractor in
writing, then the Owner shall bear all reasonable costs properly attributable thereto.
11.4.1.3 If the property insurance requires deductibles, the Owner shall pay costs not
covered because of such deductibles.
11.4.1.4 This property insurance shall cover portions of the Work stored off the site, and
also portions of the Work in transit.
11.4.1.5 Partial occupancy or use in accordance with Paragraph 9.9 shall not commence
until the insurance company or companies providing property insurance have consented to
such partial occupancy or use by endorsement or otherwise. The Owner and the Contractor
shall take reasonable steps to obtain consent of the insurance company or companies and
shall, without mutual written consent, take no action with respect to partial occupancy or use
that would cause cancellation, lapse or reduction of insurance.
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11.4.2 Boiler and Machinery Insurance. The Owner shall purchase and maintain boiler and
machinery insurance required by the Contract Documents or by law, which shall specifically
cover such insured objects during installation and until final acceptance by the Owner; this
insurance shall include interests of the Owner, Contractor, Subcontractors and Sub-
subcontractors in the Work, and the Owner and Contractor shall be named insureds.
11.4.3 Loss of Use Insurance. The Owner, at the Owner's option, may purchase and
maintain such insurance as will insure the Owner against loss of use of the Owner's property
due to fire or other hazards, however caused. The Owner waives all rights of action against
the Contractor for loss of use of the Owner's property, including consequential losses due to
fire or other hazards however caused.
11.4.4 If the Contractor requests in writing that insurance for risks other than those
described herein or other special causes of loss be included in the property insurance
policy, the Owner shall, if possible, include such insurance, and the cost thereof shall be
charged to the Contractor by appropriate Change Order.
11.4.5 If during the Project construction period the Owner insures properties, real or
personal or both, at or adjacent to the site by property insurance under policies separate
from those insuring the Project, or if after final payment property insurance is to be provided
on the completed Project through a policy or policies other than those insuring the Project
during the construction period, the Owner shall waive all rights in accordance with the terms
of Subparagraph 11.1.7 for damages caused by fire or other causes of loss covered by this
separate property insurance. All separate policies shall provide this waiver of subrogation by
endorsement or otherwise.
11.4.6 Before an exposure to loss may occur, the Owner shall file with the Contractor a copy
of each policy that includes insurance coverages required by this Paragraph 11.4. Each
policy shall contain all generally applicable conditions, definitions, exclusions and
endorsements related to this Project. Each policy shall contain a provision that the policy will
not be canceled or allowed to expire, and that its limits will not be reduced, until at least 30
days' prior written notice has been given to the Contractor.
11.4.7 Waivers of Subrogation. The Owner and Contractor waive all rights against (1) each
other and any of their subcontractors, sub-subcontractors, agents and employees, each of
the other, and (2) the Architect, Architect's consultants, separate contractors described in
Article 6, if any, and any of their subcontractors, sub-subcontractors, agents and employees,
for damages caused by fire or other causes of loss to the extent covered by property
insurance obtained pursuant to this Paragraph 11.4 or other property insurance applicable
to the Work, except such rights as they have to proceeds of such insurance held by the
Owner as fiduciary. The Owner or Contractor, as appropriate, shall require of the Architect,
Architect's consultants, separate contractors described in Article 6, if any, and the
subcontractors, sub-subcontractors, agents and employees of any of them, by appropriate
agreements, written where legally required for validity, similar waivers each in favor of other
parties enumerated herein. The policies shall provide such waivers of subrogation by
endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity
even though that person or entity would otherwise have a duty of indemnification,
contractual or otherwise, did not pay the insurance premium directly or indirectly, and
whether or not the person or entity had an insurable interest in the property damaged.
11.4.8 A loss insured under Owner's property insurance shall be adjusted by the Owner as
fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may
appear, subject to requirements of any applicable mortgagee clause and of Subparagraph
11.4.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds
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received by the Contractor, and by appropriate agreements, written where legally required
for validity, shall require Subcontractors to make payments to their Sub-subcontractors in
similar manner.
11.4.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon
occurrence of an insured loss, give bond for proper performance of the Owner's duties. The
cost of required bonds shall be charged against proceeds received as fiduciary. The Owner
shall deposit in a separate account proceeds so received, which the Owner shall distribute
in accordance with such agreement as the parties in interest may reach, or in accordance
with an arbitration award in which case the procedure shall be as provided in Paragraph 4.6.
If after such loss no other special agreement is made and unless the Owner terminates the
Contract for convenience, replacement of damaged property shall be performed by the
Contractor after notification of a Change in the Work in accordance with Article 7.
11.4.10 The Owner as fiduciary shall have power to adjust and settle a loss with insurers
unless one of the parties in interest shall object in writing within five days after occurrence of
loss to the Owner's exercise of this power; if such objection is made, the dispute shall be
resolved as provided in Paragraphs 4.5 and 4.6. The Owner as fiduciary shall, in the case of
arbitration, make settlement with insurers in accordance with directions of the arbitrators. If
distribution of insurance proceeds by arbitration is required, the arbitrators will direct such
distribution.
11.5 PERFORMANCE BOND AND PAYMENT BOND
11.5.1 The Owner shall base the right to require the Contractor to furnish bonds covering
faithful performance of the Contract and payment of obligations arising thereunder as
stipulated in bidding requirements or specifically required in the Contract Documents on the
date of execution of the Contract.
11.5.2 Upon the request of any person or entity appearing to be a potential beneficiary of
bonds covering payment of obligations arising under the Contract, the Contractor shall
promptly furnish a copy of the bonds or shall permit a copy to be made.
ARTICLE 12 UNCOVERING AND CORRECTION OF WORK
12.1 UNCOVERING OF WORK
12.1.1 If a portion of the Work is covered contrary to the Architect's request or to
requirements specifically expressed in the Contract Documents, it must, if required in writing
by the Architect, be uncovered for the Architect's examination and be replaced at the
Contractor's expense without change in the Contract Time.
12.1.2 If a portion of the Work has been covered which the Architect has not specifically
requested to examine prior to its being covered, the Architect may request to see such Work
and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract
Documents, costs of uncovering and replacement shall, by appropriate Change Order, be at
the Owner's expense. If such Work is not in accordance with the Contract Documents,
correction shall be at the Contractor's expense unless the condition was caused by the
Owner or a separate contractor in which event the Owner shall be responsible for payment
of such costs.
12.2 CORRECTION OF WORK
12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION
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12.2.1.1 The Contractor shall promptly correct Work rejected by the Architect or failing to
conform to the requirements of the Contract Documents, whether discovered before or after
Substantial Completion and whether or not fabricated, installed or completed. Costs of
correcting such rejected Work, including additional testing and inspections and
compensation for the Architect's services and expenses made necessary thereby, shall be
at the Contractor's expense.
12.2.2 AFTER SUBSTANTIAL COMPLETION
12.2.2.1 In addition to the Contractor's obligations under Paragraph 3.5, if, within one year
after the date of Substantial Completion of the Work or designated portion thereof or after
the date for commencement of warranties established under Subparagraph 9.9.1, or by
terms of an applicable special warranty required by the Contract Documents, any of the
Work is found to be not in accordance with the requirements of the Contract Documents, the
Contractor shall correct it promptly after receipt of written notice from the Owner to do so
unless the Owner has previously given the Contractor a written acceptance of such
condition. The Owner shall give such notice promptly after discovery of the condition. During
the one-year period for correction of Work, if the Owner fails to notify the Contractor and
give the Contractor an opportunity to make the correction, the Owner waives the rights to
require correction by the Contractor and to make a claim for breach of warranty. If the
Contractor fails to correct nonconforming Work within a reasonable time during that period
after receipt of notice from the Owner or Architect, the Owner may correct it in accordance
with Paragraph 2.4.
12.2.2.2 The one-year period for correction of Work shall be extended with respect to
portions of Work first performed after Substantial Completion by the period of time between
Substantial Completion and the actual performance of the Work.
12.2.2.3 The one-year period for correction of Work shall not be extended by corrective
Work performed by the Contractor pursuant to this Paragraph 12.2.
12.2.3 The Contractor shall remove from the site portions of the Work which are not in
accordance with the requirements of the Contract Documents and are neither corrected by
the Contractor nor accepted by the Owner.
12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction,
whether completed or partially completed, of the Owner or separate contractors caused by
the Contractor's correction or removal of Work which is not in accordance with the
requirements of the Contract Documents.
12.2.5 Nothing contained in this Paragraph 12.2 shall be construed to establish a period of
limitation with respect to other obligations which the Contractor might have under the
Contract Documents. Establishment of the one-year period for correction of Work as
described in Subparagraph 12.2.2 relates only to the specific obligation of the Contractor to
correct the Work, and has no relationship to the time within which the obligation to comply
with the Contract Documents may be sought to be enforced, nor to the time within which
proceedings may be commenced to establish the Contractor's liability with respect to the
Contractor's obligations other than specifically to correct the Work.
12.3 ACCEPTANCE OF NONCONFORMING WORK
12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements
of the Contract Documents, the Owner may do so instead of requiring its removal and
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correction, in which case the Contract Sum will be reduced as appropriate and equitable.
Such adjustment shall be effected whether or not final payment has been made.
ARTICLE 13 MISCELLANEOUS PROVISIONS
13.1 GOVERNING LAW
13.1.1 The Contract shall be governed by the law of the place where the Project is located.
13.2 SUCCESSORS AND ASSIGNS
13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors,
assigns and legal representatives to the other party hereto and to partners, successors,
assigns and legal representatives of such other party in respect to covenants, agreements
and obligations contained in the Contract Documents. Except as provided in Subparagraph
13.2.2, neither party to the Contract shall assign the Contract as a whole without written
consent of the other. If either party attempts to make such an assignment without such
consent, that party shall nevertheless remain legally responsible for all obligations under the
Contract.
13.2.2 The Owner may, without consent of the Contractor, assign the Contract to an
institutional lender providing construction financing for the Project. In such event, the lender
shall assume the Owner's rights and obligations-under the Contract Documents. The
Contractor shall execute all consents reasonably required to facilitate such assignment.
13.3 WRITTEN NOTICE
13.3.1 Written notice shall be deemed to have been duly sewed if delivered in person to the
individual or a member of the firm or entity or to an office^ the corporation for which it
intended, or if delivered at or sent by registered or certified mail to the last business address
known to the party giving notice.
13.4 RIGHTS AND REMEDIES
13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies
available thereunder shall be in addition to and not a limitation of duties, obligations, rights
and remedies otherwise imposed or available by law.
13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a
waiver of a right or duty afforded them under the Contract, nor shall such action or failure to
act constitute approval of or acquiescence in a breach thereunder, except as may be
specifically agreed in writing.
13.5 TESTS AND INSPECTIONS
13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract
Documents or by laws, ordinances, rules, regulations or orders of public authorities having
jurisdiction shall be made at an appropriate time. Unless otherwise provided, the Contractor
shall make arrangements for such tests, inspections and approvals with an independent
testing laboratory or entity acceptable to the Owner, or with the appropriate public authority
and shall bear all related costs of tests, inspections and approvals. The Contractor shall give
the Architect timely notice of when and where tests and inspections are to be made so that
the Architect may be present for such procedures. The Owner shall bear costs of tests,
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inspections or approvals which do not become requirements until after bids are received or
negotiations concluded.
13.5.2 If the Architect, Owner or public authorities having jurisdiction determine that portions
of the Work require additional testing, inspection or approval not included under
Subparagraph 13.5.1, the Architect will, upon written authorization from the Owner, instruct
the Contractor to make arrangements for such additional testing, inspection or approval by
an entity acceptable to the Owner, and the Contractor shall give timely notice to the
Architect of when and where tests and inspections are to be made so that the Architect may
be present for such procedures. Such costs, except as provided in Subparagraph 13.5.3,
shall be at the Owner's expense.
13.5.3 If such procedures for testing, inspection or approval under Subparagraphs 13.5.1
and 13.5.2 reveal failure of the portions of the Work to comply with requirements established
by the Contract Documents, all costs made necessary by such failure including those of
repeated procedures and compensation for the Architect's services and expenses shall be
at the Contractor's expense.
13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise
required by the Contract Documents, be secured by the Contractor and promptly delivered
to the Architect.
13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract
Documents, the Architect will do so promptly and, where practicable, at the normal place
of testing.
13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made
promptly to avoid unreasonable delay in the Work.
13.6 INTEREST
13.6.1 Payments due and unpaid under the Contract Documents shall bear interest from the
date payment is due at such rate as the parties may agree upon in writing or, in the absence
thereof, at the legal rate prevailing from time to time at the place where the Project is
located.
13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD
13.7.1 As between the Owner and Contractor:
.1 Before Substantial Completion. As to acts or failures to act occurring prior to the
relevant date of Substantial Completion, any applicable statute of limitations shall
commence to run and any alleged cause of action shall be deemed to have
accrued in any and all events not later than such date of Substantial Completion;
.2 Between Substantial Completion and Final Certificate for Payment. As to acts or
failures to act occurring subsequent to the relevant date of Substantial Completion
and prior to issuance of the final Certificate for Payment, any applicable statute of
limitations shall commence to run and any alleged cause of action shall be
deemed to have accrued in any and all events not later than the date of issuance
of the final Certificate for Payment; and
.3 After Final Certificate for Payment. As to acts or failures to act occurring after the
relevant date of issuance of the final Certificate for Payment, any applicable statute
of limitations shall commence to run and any alleged cause of action shall be
deemed to have accrued in any and all events not later than the date of any act or
failure to act by the Contractor pursuant to any Warranty provided under Paragraph
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3.5, the date of any correction of the Work or failure to correct the Work by the
Contractor under Paragraph 12.2, or the date of actual commission of any other act
or failure to perform any duty or obligation by the Contractor or Owner, whichever
occurs last.
ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT
14.1 TERMINATION BY THE CONTRACTOR
14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 30
consecutive days through no act or fault of the Contractor or a Subcontractor, Sub-
subcontractor or their agents or employees or any other persons or entities performing
portions of the Work under direct or indirect contract with the Contractor, for any of the
following reasons:
.1 issuance of an order of a court or other public authority having jurisdiction which
requires all Work to be stopped;
.2 an act of government, such as a declaration of national emergency which requires
all work to be stopped;
.3 because the Architect has not issued a Certificate for Payment and has not
notified the Contractor of the reason for withholding certification as provided in
Subparagraph 9.4.1, or because the Owner has not made payment on a
Certificate for Payment within the time stated in the Contract Documents; or
.4 the Owner has failed to furnish to the Contractor promptly, upon the Contractor's
request, reasonable evidence as required by Subparagraph 2.2.1.
14.1.2 The Contractor may terminate the Contract if, through no act or fault of the Contractor
or a Subcontractor, Sub-subcontractor or their agents or employees or any other persons or
entities performing portions of the Work under direct or indirect contract with the Contractor,
repeated suspensions, delays or interruptions of the entire Work by the Owner as described
in Paragraph 14.3 constitute in the aggregate more than 100 percent of the total number of
days scheduled for completion, or 120 days in any 365-day period, whichever is less.
14.1.3 If one of the reasons described in Subparagraph 14.1.1 or 14.1.2 exists, the
Contractor may, upon seven days' written notice to the Owner and Architect, terminate the
Contract and recover from the Owner payment for Work executed and for proven loss with
respect to materials, equipment, tools, and construction equipment and machinery, including
reasonable overhead, profit and damages.
14.1.4 If the Work is stopped for a period of 60 consecutive days through no act or fault of
the Contractor or a Subcontractor or their agents or employees or any other persons
performing portions of the Work under contract with the Contractor because the Owner has
persistently failed to fulfill the Owner's obligations under the Contract Documents with
respect to matters important to the progress of the Work, the Contractor may upon seven
additional days' written notice to the Owner and the Architect, terminate the Contract and
recover from the Owner as provided in Subparagraph 14.1.3.
14.2 TERMINATION BY THE OWNER FOR CAUSE
14.2.1 The Owner may terminate the Contract if the Contractor:
.1 persistently or repeatedly refuses or fails to supply enough properly skilled
workers or proper materials;
.2 fails to make payment to Subcontractors for materials or labor in accordance with
the respective agreements between the Contractor and the Subcontractors;
.3 persistently disregards laws, ordinances, or rules, regulations or order; of a public
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authority having jurisdiction; or
.4 otherwise is guilty of substantial breach of a provision of the Contract Documents.
14.2.2 When any of the above reasons exist. the Owner, upon certification by the Architect
that sufficient cause exists to justify such action, may without prejudice to any other rights or
remedies of the Owner and after giving the Contractor and the Contractor's surety, if any,
seven days' written notice, terminate employment of the Contractor and may, subject to any
prior rights of the surety:
.1 take possession of the site and of all materials, equipment, tools, and construction
equipment and machinery thereon owned by the Contractor;
.2 accept assignment of subcontracts pursuant to Paragraph 5.4; and
.3 finish the Work by whatever reasonable method the Owner may deem expedient.
Upon request of the Contractor, the Owner shall furnish to the Contractor a
detailed accounting of the costs incurred by the Owner in finishing the Work.
14.2.3 When the Owner terminates the Contract for one of the reasons stated in
Subparagraph 14.2.1, the Contractor shall not be entitled to receive further payment until the
Work is finished.
14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work,
including compensation for the Architect's services and expenses made necessary thereby,
and other damages incurred by the Owner and not expressly waived, such excess shall be
paid to the Contractor. If such costs and damages exceed the unpaid balance, the
Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or
Owner, as the case may be, shall be certified by the Architect, upon application, and this
obligation for payment shall survive termination of the Contract.
14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE
14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or
interrupt the Work in whole or in part for such period of time as the Owner may determine.
14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and
time caused by suspension, delay or interruption as described in Subparagraph 14.3.1.
Adjustment of the Contract Sum shall include profit. No adjustment shall be made to the
extent:
.1 that performance is, was or would have been so suspended, delayed or
Interrupted by another cause for which the Contractor is responsible; or
.2 that an equitable adjustment is made or denied under another provision of the
Contract.
14.4 TERMINATION BY THE OWNER FOR CONVENIENCE
14.4.1 The Owner may, at any time, terminate the Contract for the Owner's convenience
and without cause.
14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's
convenience, the Contractor shall:
.1 cease operations as directed by the Owner in the notice;
.2 take actions necessary, or that the Owner may direct, for the protection and
preservation of the Work; and
.3 except for Work directed to be performed prior to the effective date of termination
stated in the notice, terminate all existing subcontracts and purchase orders and
enter into no further subcontracts and purchase orders.
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14.4.3 In case of such termination for the Owner's cowenience, the Contractor shall be
entitled to receive payment for Work executed, and costs incurred by reason of such
termination, along with reasonable overhead and profit on the Work not executed.
Supplementary General Conditions
SUPPLEMENTARY GENERAL CONDITIONS
Page - 1
A. General:
1. A.I.A. Document A201, Fourteenth Edition, 1999 “General
Conditions of the Contract for Construction”, constitutes the
General Conditions of the Contract and is hereby included in these
documents by reference. Copies are available to bidders upon
request.
2. Articles of A.I.A. General Conditions, listed under this Section
“Supplementary General Conditions”, are amended by adding,
substituting or omitting material as indicated herein.
3. All provisions of such Articles, not so specifically amended herein,
shall remain in full force and effect.
B. Article 1 - Contract Documents:
1. Delete the last sentence in Subparagraph 1.1.1.
C. Article 2 - Owner:
1. Delete subparagraph 2.2.5 in its entirety and substitute the
following: 2.2.5 The Contractor will be furnished free of charge five
(5) copies of the Drawings and Project Manuals. Additional sets will
be furnished at the cost of reproduction, postage and handling.
D. Article 4 - Contractor:
1. Add the following subparagraphs 3.12.5.1 and 3.12.5.2 to
paragraph 3.12.5
3.12.5.1 Not later than thirty (30) days from the Contract date, the
Contractor shall provide a list showing the name of the manufacturer
proposed to be used for each of the products identified in the General
Requirements of the Specifications (Division I) and where applicable,
the name of the installing Subcontractor.
3.12.5.2 The Architect will promptly reply in writing to the
Contractor stating whether the Owner of the Architect, after due
investigation, has reasonable objection to any such proposal. If
adequate data on any proposed manufacturer or installer is not
available, the Architect may state that action will be deferred until
the Contractor provides further data. Failure of the Owner or the
Engineer to reply promptly shall constitute notice of no reasonable
objection. Failure to object to a manufacturer shall not constitute a
waiver of any of the requirements of the Contract Documents, and
all products furnished by the listed manufacturer must conform to
such requirements.
SUPPLEMENTARY GENERAL CONDITIONS
Page - 2
2. Add the following clauses 3.4.2.1 and 3.4.2.2 to paragraph 3.4.2
3.4.1 After the Contract has been executed, the Owner and the
Engineer will consider a formal request for the substitution of
products in place of those specified only under the conditions set
forth in the General Requirements of the Specifications (Division I).
3.4.2.2 By making requests for the substitutions based on clause
4.4.3 above, the Contractor:
a. Represents that he will provide the same warranty for the
substitution that he would for the specified.
b. Represents that he has personally investigated the proposed
substitute and determined that it is equal to or superior in all
respects to that specified.
c. Certifies that the cost data presented is complete and
includes all related costs under this Contract, but excludes
costs under separate contracts, and excludes Architect’s re-
design costs, and waives all claims for additional costs
related to the substitution which subsequently became
apparent; and
d. Will coordinate the installation of the accepted substitute,
making such changes as may be required for the work to be
complete in all respects.
E. Article 6 – Repairs
1. Add to 6.2.4 the following: Repair any and all damages to lawns,
driveways, curbs, sidewalks, and buildings to the Owner’s
satisfaction.
F. Article 9 - Payments and Completion
1. Add the following clause to 9.3.1
9.3.1.1 Until Substantial Completion, the Owner will pay ninety-five
percent (95%) of the amount due the Contractor on account of
progress payments. The retainage of five percent (5%) will be paid
within thirty (30) days after the acceptance of the work by the
Owner.
G. Article 11 - Insurance
1. 11.1.1 The insurance required by subparagraph 11.1.1 shall be
written for not less than the following, or greater if required by law:
SUPPLEMENTARY GENERAL CONDITIONS
Page - 3
a. Workers Compensation
1. State
2. Employer’s liability
b. Comprehensive General Liability (Including Premises
Operations; Independent Contractor’s Protective);
1. Bodily Injury
$ 500,000 Each Occurrence
$1,000,000 Annual Aggregate
2. Property Damage
$1,000,000 Each Occurrence
$1,000,000 Annual Aggregate
3. Products and completed operations to be maintained
for one (1) year after final payment.
4. Product Damage Liability Insurance will provide
collapse coverage as applicable.
c. Contractual Liability
1. Bodily Injury
$1,000,000 Each occurrence
2. Property Damage
$1,000,000 Each Occurrence
$1,000,000 Annual Aggregate
d. Personal Injury with Employment Exclusion Deleted
1. $1,000,000 Annual Aggregate
e. Comprehensive Automobile Liability
1. Bodily Injury
$ 500,000 Each Person
$1,000,000 Each occurrence
SUPPLEMENTARY GENERAL CONDITIONS
Page - 4
2. Property Damage
$1,000,000 Each Occurrence
2. Add the following Clause 11.1.4.1 to 11.1.4:
11.1.4.1: The Contractor shall furnish one copy of each Certificate
of Insurance herein required for copy of the agreement which shall
specifically set forth evidence of all coverage required by
Subparagraph 11.1.1, 11.1.2, and 11.1.3. The form of Certificate
shall be that of his insurance carriers. The Contractor shall furnish
to the Owner copies of any endorsements that are subsequently
issued amending coverage limits.
3. Revise General Conditions paragraph 11.4.1 to read, “Unless
otherwise provided, the Contractor shall purchase and maintain ....”
H. Article 12: Overhead and Profit (including bond)
1. Overhead and profit shall be limited to 10% plus 1% for bond.
End of Section
WEEKLY PAYROLL RECORDS REPORT
& STATEMENT OF COMPLIANCE
DIVISION OF OCCUPATIONAL SAFETY, 19 STANIFORD STREET, 2nd FLOOR, BOSTON, MA 02114
In accordance with Massachusetts General Law c. 149, §27B, a true and accurate record
must be kept of all persons employed on the public works project for which the enclosed rates
have been provided. A Payroll Form has been printed on the reverse of this page and includes
all the information required to be kept by law. Every contractor or subcontractor is required to
keep these records and preserve them for a period of three years from the date of completion of
the contract.
In addition, every contractor and subcontractor is required to submit a copy of their
weekly payroll records to the awarding authority. For every week in which an apprentice is
employed, a photocopy of the apprentice’s identification card must be attached to the payroll
report. Once collected, the awarding authority is also required to preserve those records for three
years.
In addition, each such contractor, subcontractor, or public body shall furnish to the
awarding authority directly, within fifteen days after completion of its portion of the work a
statement, executed by the contractor, subcontractor or public body who supervises the payment
of wages, in the following form:
STATEMENT OF COMPLIANCE
_______________, 20_______
I,___________________________________,___________________________________ (Name of signatory party) (Title)
do hereby state:
That I pay or supervise the payment of the persons employed by
___________________________________ on the ______________________________ (Contractor, subcontractor or public body) (Building or project)
and that all mechanics and apprentices, teamsters, chauffeurs and laborers employed on
said project have been paid in accordance with wages determined under the provisions of
sections twenty-six and twenty-seven of chapter one hundred and forty nine of the
General Laws.
Signature _________________________
Title _____________________________
MASSACHUSETTS WEEKLY CERTIFIED PAYROLL REPORT FORMCompany's Name:Address:Phone No.:Payroll No.:Employer's Signature:Title:Contract No:Tax Payer ID No.Work Week Ending:Awarding Authority's Name:Public Works Project Name:Public Works Project Location:Min. Wage Rate Sheet No.General / Prime Contractor's Name:Subcontractor's Name:"Employer" Hourly Fringe Benefit Contributions(B+C+D+E)(A x F)Employee Name & Complete AddressEmployee is OSHA 10 Certified (?)Work Classification:Appr. Rate (%)Su.Mo.Tu.We.Th.Fr.Sa.All Other HoursHourly Base Wage (B)Health & Welfare Insurance (C')ERISA Pension Plan (D)Supp. Unemp. (E)Total Hourly Prev. Wage (F)Total Gross WagesCheck No. (H) Pursuant to MGL Ch. 149 s.27B, every contractor and subcontractor is required to submit a "true and accurate" copy of their weekly payroll records directly NOTE: to the awarding authority. Failure to comply may result in the commencement of a criminal action or the issuance of a civil citation. Date recieved by awarding authorityPage of / / Hours WorkedProject Gross Wages (G)Project Hours (A)
THE COMMONWEALTH OF MASSACHUSETTS
DEPARTMENT OF LABOR STANDARDS
As determined by the Director under the provisions of the
Massachusetts General Laws, Chapter 149, Sections 26 to 27H
EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT
Prevailing Wage Rates
DEVAL L. PATRICK JOANNE F. GOLDSTEIN
SecretaryGovernor
HEATHER E. ROWE
RK Finn Ryan Road School - Removal of existing single-ply membrane and replacement of specific areas of wet
insulation and the installation of insulation and new single-ply roofing membrane.
Director
Awarding Authority:City of Northampton
City/Town:Contract Number:13-12-01 NORTHAMPTON
Description of Work:
Job Location:498 Ryan Road, Northampton, MA 01060
Wage Request Number: 20131226-024Issue Date:12/26/2013
Information about Prevailing Wage Schedules for Awarding Authorities and Contractors
•This wage schedule applies only to the specific project referenced at the top of this page and uniquely identified by the “Wage
Request Number” on all pages of this schedule.
•Awarding authorities must request an updated wage schedule from the Department of Labor Standards (“DLS”) if it has not
opened bids or selected a contractor within 90 days of the date of issuance of the wage schedule.
•The wage schedule shall be incorporated in any advertisement or call for bids for the project as required by M.G.L. c. 149, §
27. Once a contractor has been selected by the awarding authority, the wage schedule shall be made a part of the contract for that
project. The wage schedule must be posted in a conspicuous place at the work site during the life of the project in accordance with
M.G.L. c. 149, § 27. The wages listed on the wage schedule must be paid to employees performing construction work on the
project regardless of whether they are employed by the prime contractor, a filed sub-bidder, or any sub-contractor.
•All apprentices working on the project are required to be registered with the Massachusetts Division of Apprentice Training
(DAT). Apprentices must keep his/her apprentice identification card on his/her person during all work hours on the project. If an
apprentice rate is listed on the prevailing wage schedule for the trade in which an apprentice is registered with the DAT, the
apprentice may be paid the lower apprentice wage rate at the applicable step as provided on the prevailing wage schedule. If an
apprentice rate is not listed on the prevailing wage schedule for the trade in which an apprentice is registered with the
DAT, the apprentice must be paid the journeyworker’s rate for the trade.
•The wage rates will remain in effect for the duration of the project, except in the case of multi-year public construction
projects. For construction projects lasting longer than one year, awarding authorities must request an updated wage schedule.
Awarding authorities are required to request these updates no later than two weeks before the anniversary of the date the contract
was executed by the awarding authority and the general contractor. Contractors are required to obtain the wage schedules from
awarding authorities, and to pay no less than these rates to covered workers. The annual update requirement is not applicable to
27F “rental of equipment” contracts.
•Every contractor or subcontractor which performs construction work on the project is required to submit weekly payroll
reports directly to the awarding authority and keep them on file for three years. Each weekly payroll report must contain: the
employee’s name, address, occupational classification, hours worked, and wages paid. Do not submit weekly payroll reports to
DLS. A sample of a payroll reporting form may be obtained at http://www.mass.gov/dols/pw.
•Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative
obligation to inquire with DLS at (617) 626-6953.
•Employees not receiving the prevailing wage rate set forth on the wage schedule may report the violation to the Fair Labor
Division of the office of the Attorney General at (617) 727-3465.
•Failure of a contractor or subcontractor to pay the prevailing wage rates listed on the wage schedule to all employees who
perform construction work on the project is a violation of the law and subjects the contractor or subcontractor to civil and criminal
penalties.
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
Construction
(2 AXLE) DRIVER - EQUIPMENT
TEAMSTERS JOINT COUNCIL NO. 10 ZONE B
$49.16 12/01/2013 $9.41 $0.00 $30.95 $8.80
$49.51 06/01/2014 $9.41 $0.00 $31.30 $8.80
$50.01 08/01/2014 $9.91 $0.00 $31.30 $8.80
$50.54 12/01/2014 $9.91 $0.00 $31.30 $9.33
$50.89 06/01/2015 $9.91 $0.00 $31.65 $9.33
$51.39 08/01/2015 $10.41 $0.00 $31.65 $9.33
$52.14 12/01/2015 $10.41 $0.00 $31.65 $10.08
$52.64 06/01/2016 $10.41 $0.00 $32.15 $10.08
$53.14 08/01/2016 $10.91 $0.00 $32.15 $10.08
$53.95 12/01/2016 $10.91 $0.00 $32.15 $10.89
(3 AXLE) DRIVER - EQUIPMENT
TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $49.23 12/01/2013 $9.41 $0.00 $31.02 $8.80
$49.58 06/01/2014 $9.41 $0.00 $31.37 $8.80
$50.08 08/01/2014 $9.91 $0.00 $31.37 $8.80
$50.61 12/01/2014 $9.91 $0.00 $31.37 $9.33
$50.96 06/01/2015 $9.91 $0.00 $31.72 $9.33
$51.46 08/01/2015 $10.41 $0.00 $31.72 $9.33
$52.21 12/01/2015 $10.41 $0.00 $31.72 $10.08
$52.71 06/01/2016 $10.41 $0.00 $32.22 $10.08
$53.21 08/01/2016 $10.91 $0.00 $32.22 $10.08
$54.02 12/01/2016 $10.91 $0.00 $32.22 $10.89
(4 & 5 AXLE) DRIVER - EQUIPMENT
TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $49.35 12/01/2013 $9.41 $0.00 $31.14 $8.80
$49.70 06/01/2014 $9.41 $0.00 $31.49 $8.80
$50.20 08/01/2014 $9.91 $0.00 $31.49 $8.80
$50.73 12/01/2014 $9.91 $0.00 $31.49 $9.33
$51.08 06/01/2015 $9.91 $0.00 $31.84 $9.33
$51.58 08/01/2015 $10.41 $0.00 $31.84 $9.33
$52.33 12/01/2015 $10.41 $0.00 $31.84 $10.08
$52.83 06/01/2016 $10.41 $0.00 $32.34 $10.08
$53.33 08/01/2016 $10.91 $0.00 $32.34 $10.08
$54.14 12/01/2016 $10.91 $0.00 $32.34 $10.89
ADS/SUBMERSIBLE PILOT
PILE DRIVER LOCAL 56 (ZONE 3)$112.18 08/01/2013 $9.80 $0.00 $84.21 $18.17
$115.33 08/01/2014 $9.80 $0.00 $87.36 $18.17
$118.48 08/01/2015 $9.80 $0.00 $90.51 $18.17
AIR TRACK OPERATOR
LABORERS - ZONE 3 (BUILDING & SITE)$46.37 12/02/2013 $7.30 $0.00 $28.15 $10.92
$47.03 06/02/2014 $7.30 $0.00 $28.81 $10.92
$47.69 12/01/2014 $7.30 $0.00 $29.47 $10.92
$48.38 06/01/2015 $7.30 $0.00 $30.16 $10.92
$49.06 12/07/2015 $7.30 $0.00 $30.84 $10.92
$49.75 06/06/2016 $7.30 $0.00 $31.53 $10.92
$50.43 12/05/2016 $7.30 $0.00 $32.21 $10.92
For apprentice rates see "Apprentice- LABORER"
Issue Date:Wage Request Number:12/26/2013 Page 2 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
AIR TRACK OPERATOR (HEAVY & HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)
$45.22 12/01/2013 $7.30 $0.00 $27.74 $10.18
$45.72 06/01/2014 $7.30 $0.00 $28.24 $10.18
$46.22 12/01/2014 $7.30 $0.00 $28.74 $10.18
$46.72 06/01/2015 $7.30 $0.00 $29.24 $10.18
$47.22 12/01/2015 $7.30 $0.00 $29.74 $10.18
$47.72 06/01/2016 $7.30 $0.00 $30.24 $10.18
$48.47 12/01/2016 $7.30 $0.00 $30.99 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
ASBESTOS WORKER (PIPES & TANKS)
HEAT & FROST INSULATORS LOCAL 6 (SPRINGFIELD)$43.46 12/01/2013 $10.40 $0.00 $27.61 $5.45
$44.27 06/01/2014 $10.40 $0.00 $28.42 $5.45
$45.08 12/01/2014 $10.40 $0.00 $29.23 $5.45
$45.94 06/01/2015 $10.40 $0.00 $30.09 $5.45
$46.79 12/01/2015 $10.40 $0.00 $30.94 $5.45
ASPHALT RAKER
LABORERS - ZONE 3 (BUILDING & SITE)$45.87 12/02/2013 $7.30 $0.00 $27.65 $10.92
$46.53 06/02/2014 $7.30 $0.00 $28.31 $10.92
$47.19 12/01/2014 $7.30 $0.00 $28.97 $10.92
$47.88 06/01/2015 $7.30 $0.00 $29.66 $10.92
$48.56 12/07/2015 $7.30 $0.00 $30.34 $10.92
$49.25 06/06/2016 $7.30 $0.00 $31.03 $10.92
$49.93 12/05/2016 $7.30 $0.00 $31.71 $10.92
For apprentice rates see "Apprentice- LABORER"
ASPHALT RAKER (HEAVY & HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)
$44.72 12/01/2013 $7.30 $0.00 $27.24 $10.18
$45.22 06/01/2014 $7.30 $0.00 $27.74 $10.18
$45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18
$46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18
$46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18
$47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18
$47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
AUTOMATIC GRADER-EXCAVATOR (RECLAIMER)
OPERATING ENGINEERS LOCAL 98 $51.84 12/01/2013 $9.70 $0.00 $31.68 $10.46
$52.79 06/01/2014 $9.70 $0.00 $32.63 $10.46
$53.74 12/01/2014 $9.70 $0.00 $33.58 $10.46
$54.74 06/01/2015 $9.70 $0.00 $34.58 $10.46
$55.74 12/01/2015 $9.70 $0.00 $35.58 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
BACKHOE/FRONT-END LOADER OPERATOR
OPERATING ENGINEERS LOCAL 98 $51.84 12/01/2013 $9.70 $0.00 $31.68 $10.46
$52.79 06/01/2014 $9.70 $0.00 $32.63 $10.46
$53.74 12/01/2014 $9.70 $0.00 $33.58 $10.46
$54.74 06/01/2015 $9.70 $0.00 $34.58 $10.46
$55.74 12/01/2015 $9.70 $0.00 $35.58 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
Issue Date:Wage Request Number:12/26/2013 Page 3 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
BARCO-TYPE JUMPING TAMPER
LABORERS - ZONE 3 (BUILDING & SITE)$45.87 12/02/2013 $7.30 $0.00 $27.65 $10.92
$46.53 06/02/2014 $7.30 $0.00 $28.31 $10.92
$47.19 12/01/2014 $7.30 $0.00 $28.97 $10.92
$47.88 06/01/2015 $7.30 $0.00 $29.66 $10.92
$48.56 12/07/2015 $7.30 $0.00 $30.34 $10.92
$49.25 06/06/2016 $7.30 $0.00 $31.03 $10.92
$49.93 12/05/2016 $7.30 $0.00 $31.71 $10.92
For apprentice rates see "Apprentice- LABORER"
BATCH/CEMENT PLANT - ON SITE
OPERATING ENGINEERS LOCAL 98 $51.31 12/01/2013 $9.70 $0.00 $31.15 $10.46
$52.26 06/01/2014 $9.70 $0.00 $32.10 $10.46
$53.21 12/01/2014 $9.70 $0.00 $33.05 $10.46
$54.21 06/01/2015 $9.70 $0.00 $34.05 $10.46
$55.21 12/01/2015 $9.70 $0.00 $35.05 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
BLOCK PAVER, RAMMER / CURB SETTER
LABORERS - ZONE 3 (BUILDING & SITE)$46.37 12/02/2013 $7.30 $0.00 $28.15 $10.92
$47.03 06/02/2014 $7.30 $0.00 $28.81 $10.92
$47.69 12/01/2014 $7.30 $0.00 $29.47 $10.92
$48.38 06/01/2015 $7.30 $0.00 $30.16 $10.92
$49.06 12/07/2015 $7.30 $0.00 $30.84 $10.92
$49.75 06/06/2016 $7.30 $0.00 $31.53 $10.92
$50.43 12/05/2016 $7.30 $0.00 $32.21 $10.92
For apprentice rates see "Apprentice- LABORER"
BLOCK PAVER, RAMMER / CURB SETTER (HEAVY &
HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)
$45.22 12/01/2013 $7.30 $0.00 $27.74 $10.18
$45.72 06/01/2014 $7.30 $0.00 $28.24 $10.18
$46.22 12/01/2014 $7.30 $0.00 $28.74 $10.18
$46.72 06/01/2015 $7.30 $0.00 $29.24 $10.18
$47.22 12/01/2015 $7.30 $0.00 $29.74 $10.18
$47.72 06/01/2016 $7.30 $0.00 $30.24 $10.18
$48.47 12/01/2016 $7.30 $0.00 $30.99 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
BOILER MAKER
BOILERMAKERS LOCAL 29 $55.85 01/01/2010 $6.97 $0.00 $37.70 $11.18
Issue Date:Wage Request Number:12/26/2013 Page 4 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
BOILERMAKER - Local 29Apprentice -
01/01/2010
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $24.51 $6.97 $11.18 $0.00 $42.66 65
2 $24.51 $6.97 $11.18 $0.00 $42.66 65
3 $26.39 $6.97 $11.18 $0.00 $44.54 70
4 $28.28 $6.97 $11.18 $0.00 $46.43 75
5 $30.16 $6.97 $11.18 $0.00 $48.31 80
6 $32.05 $6.97 $11.18 $0.00 $50.20 85
7 $33.93 $6.97 $11.18 $0.00 $52.08 90
8 $35.82 $6.97 $11.18 $0.00 $53.97 95
Notes:
Apprentice to Journeyworker Ratio:1:5
BRICK/STONE/ARTIFICIAL MASONRY (INCL. MASONRY
WATERPROOFING)
BRICKLAYERS LOCAL 3 (SPRINGFIELD/PITTSFIELD)
$63.05 09/02/2013 $10.18 $0.00 $36.56 $16.31
$63.61 03/03/2014 $10.18 $0.00 $37.12 $16.31
$64.58 09/01/2014 $10.18 $0.00 $38.02 $16.38
$65.14 03/02/2015 $10.18 $0.00 $38.58 $16.38
$66.11 08/31/2015 $10.18 $0.00 $39.48 $16.45
$66.68 02/29/2016 $10.18 $0.00 $40.05 $16.45
$67.66 09/05/2016 $10.18 $0.00 $40.95 $16.53
$68.23 02/27/2017 $10.18 $0.00 $41.52 $16.53
Issue Date:Wage Request Number:12/26/2013 Page 5 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
BRICK/PLASTER/CEMENT MASON - Local 3 Springfield/PittsfieldApprentice -
09/02/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $18.28 $10.18 $16.31 $0.00 $44.77 50
2 $21.94 $10.18 $16.31 $0.00 $48.43 60
3 $25.59 $10.18 $16.31 $0.00 $52.08 70
4 $29.25 $10.18 $16.31 $0.00 $55.74 80
5 $32.90 $10.18 $16.31 $0.00 $59.39 90
03/03/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $18.56 $10.18 $16.31 $0.00 $45.05 50
2 $22.27 $10.18 $16.31 $0.00 $48.76 60
3 $25.98 $10.18 $16.31 $0.00 $52.47 70
4 $29.70 $10.18 $16.31 $0.00 $56.19 80
5 $33.41 $10.18 $16.31 $0.00 $59.90 90
Notes:
Apprentice to Journeyworker Ratio:1:5
BULLDOZER/POWER SHOVEL/TREE SHREDDER
/CLAM SHELLOPERATING
ENGINEERS LOCAL 98
$51.84 12/01/2013 $9.70 $0.00 $31.68 $10.46
$52.79 06/01/2014 $9.70 $0.00 $32.63 $10.46
$53.74 12/01/2014 $9.70 $0.00 $33.58 $10.46
$54.74 06/01/2015 $9.70 $0.00 $34.58 $10.46
$55.74 12/01/2015 $9.70 $0.00 $35.58 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
CAISSON & UNDERPINNING BOTTOM MAN
LABORERS - FOUNDATION AND MARINE $54.65 12/01/2013 $7.30 $0.00 $34.45 $12.90
$55.40 06/01/2014 $7.30 $0.00 $35.20 $12.90
$56.15 12/01/2014 $7.30 $0.00 $35.95 $12.90
$56.90 06/01/2015 $7.30 $0.00 $36.70 $12.90
$57.65 12/01/2015 $7.30 $0.00 $37.45 $12.90
$58.40 06/01/2016 $7.30 $0.00 $38.20 $12.90
$59.40 12/01/2016 $7.30 $0.00 $39.20 $12.90
For apprentice rates see "Apprentice- LABORER"
CAISSON & UNDERPINNING LABORER
LABORERS - FOUNDATION AND MARINE $53.50 12/01/2013 $7.30 $0.00 $33.30 $12.90
$54.25 06/01/2014 $7.30 $0.00 $34.05 $12.90
$55.00 12/01/2014 $7.30 $0.00 $34.80 $12.90
$55.75 06/01/2015 $7.30 $0.00 $35.55 $12.90
$56.50 12/01/2015 $7.30 $0.00 $36.30 $12.90
$57.25 06/01/2016 $7.30 $0.00 $37.05 $12.90
$58.25 12/01/2016 $7.30 $0.00 $38.05 $12.90
For apprentice rates see "Apprentice- LABORER"
Issue Date:Wage Request Number:12/26/2013 Page 6 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
CAISSON & UNDERPINNING TOP MAN
LABORERS - FOUNDATION AND MARINE $53.50 12/01/2013 $7.30 $0.00 $33.30 $12.90
$54.25 06/01/2014 $7.30 $0.00 $34.05 $12.90
$55.00 12/01/2014 $7.30 $0.00 $34.80 $12.90
$55.75 06/01/2015 $7.30 $0.00 $35.55 $12.90
$56.50 12/01/2015 $7.30 $0.00 $36.30 $12.90
$57.25 06/01/2016 $7.30 $0.00 $37.05 $12.90
$58.25 12/01/2016 $7.30 $0.00 $38.05 $12.90
For apprentice rates see "Apprentice- LABORER"
CARBIDE CORE DRILL OPERATOR
LABORERS - ZONE 3 (BUILDING & SITE)$45.87 12/02/2013 $7.30 $0.00 $27.65 $10.92
$46.53 06/02/2014 $7.30 $0.00 $28.31 $10.92
$47.19 12/01/2014 $7.30 $0.00 $28.97 $10.92
$47.88 06/01/2015 $7.30 $0.00 $29.66 $10.92
$48.56 12/07/2015 $7.30 $0.00 $30.34 $10.92
$49.25 06/06/2016 $7.30 $0.00 $31.03 $10.92
$49.93 12/05/2016 $7.30 $0.00 $31.71 $10.92
For apprentice rates see "Apprentice- LABORER"
CARPENTER
CARPENTERS LOCAL 108 - HAMPDEN HAMPSHIRE $52.35 09/02/2013 $7.20 $0.00 $31.79 $13.36
$53.10 03/03/2014 $7.20 $0.00 $32.54 $13.36
$53.85 09/01/2014 $7.20 $0.00 $33.29 $13.36
$54.65 03/02/2015 $7.20 $0.00 $34.09 $13.36
$55.45 08/31/2015 $7.20 $0.00 $34.89 $13.36
$56.20 02/29/2016 $7.20 $0.00 $35.64 $13.36
Issue Date:Wage Request Number:12/26/2013 Page 7 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
CARPENTER - Local 108 Hampden HampshireApprentice -
09/02/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $15.90 $7.20 $1.12 $0.00 $24.22 50
2 $19.07 $7.20 $1.12 $0.00 $27.39 60
3 $22.25 $7.20 $10.00 $0.00 $39.45 70
4 $23.84 $7.20 $10.00 $0.00 $41.04 75
5 $25.43 $7.20 $11.12 $0.00 $43.75 80
6 $25.43 $7.20 $11.12 $0.00 $43.75 80
7 $28.61 $7.20 $12.24 $0.00 $48.05 90
8 $28.61 $7.20 $12.24 $0.00 $48.05 90
03/03/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.27 $7.20 $1.12 $0.00 $24.59 50
2 $19.52 $7.20 $1.12 $0.00 $27.84 60
3 $22.78 $7.20 $10.00 $0.00 $39.98 70
4 $24.41 $7.20 $10.00 $0.00 $41.61 75
5 $26.03 $7.20 $11.12 $0.00 $44.35 80
6 $26.03 $7.20 $11.12 $0.00 $44.35 80
7 $29.29 $7.20 $12.24 $0.00 $48.73 90
8 $29.29 $7.20 $12.24 $0.00 $48.73 90
Notes: Pre-6/09 Step1$23.85/2$25.43/3$39.63/4$42.81/5$45.99/6$47.58
** 1: 1-5/2: 6-8/3:9-11/Steps: 6 mos (600 hrs)/rates by step
7$49.17/8$50.76
Apprentice to Journeyworker Ratio:**
CEMENT MASONRY/PLASTERING
BRICKLAYERS LOCAL 3 (SPRINGFIELD/PITTSFIELD)$61.96 07/01/2013 $10.85 $1.30 $35.87 $13.94
$62.92 01/01/2014 $10.85 $1.30 $36.83 $13.94
$63.48 07/01/2014 $10.85 $1.30 $37.39 $13.94
$64.45 01/01/2015 $10.85 $1.30 $38.36 $13.94
$65.02 07/01/2015 $10.85 $1.30 $38.93 $13.94
$65.98 01/01/2016 $10.85 $1.30 $39.89 $13.94
CEMENT MASONRY/PLASTERING - Springfield/PittsfieldApprentice -
07/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $0.00 $0.00 $0.00 $0.00 $0.00 0
Notes: Apprentice wages shall be no less than the following Steps;
1$45.75/2$51.52/3$54.65/4$57.79/5$60.92/6$64.05/7$69.32
Steps 3,4 are 500 hrs. All other steps are 1,000 hrs.
Apprentice to Journeyworker Ratio:1:3
Issue Date:Wage Request Number:12/26/2013 Page 8 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
CHAIN SAW OPERATOR
LABORERS - ZONE 3 (BUILDING & SITE)$45.87 12/02/2013 $7.30 $0.00 $27.65 $10.92
$46.53 06/02/2014 $7.30 $0.00 $28.31 $10.92
$47.19 12/01/2014 $7.30 $0.00 $28.97 $10.92
$47.88 06/01/2015 $7.30 $0.00 $29.66 $10.92
$48.56 12/07/2015 $7.30 $0.00 $30.34 $10.92
$49.25 06/06/2016 $7.30 $0.00 $31.03 $10.92
$49.93 12/05/2016 $7.30 $0.00 $31.71 $10.92
For apprentice rates see "Apprentice- LABORER"
COMPRESSOR OPERATOR
OPERATING ENGINEERS LOCAL 98 $51.31 12/01/2013 $9.70 $0.00 $31.15 $10.46
$52.26 06/01/2014 $9.70 $0.00 $32.10 $10.46
$53.21 12/01/2014 $9.70 $0.00 $33.05 $10.46
$54.21 06/01/2015 $9.70 $0.00 $34.05 $10.46
$55.21 12/01/2015 $9.70 $0.00 $35.05 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
CRANE OPERATOR
OPERATING ENGINEERS LOCAL 98 $55.34 12/01/2013 $9.70 $0.00 $35.18 $10.46
$56.79 06/01/2014 $9.70 $0.00 $36.63 $10.46
$57.74 12/01/2014 $9.70 $0.00 $37.58 $10.46
$58.74 06/01/2015 $9.70 $0.00 $38.58 $10.46
$59.74 12/01/2015 $9.70 $0.00 $39.58 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
DELEADER (BRIDGE)
PAINTERS LOCAL 35 - ZONE 3 $69.11 07/01/2013 $7.85 $0.00 $45.41 $15.85
$69.86 01/01/2014 $7.85 $0.00 $45.91 $16.10
$70.71 07/01/2014 $7.85 $0.00 $46.76 $16.10
$71.61 01/01/2015 $7.85 $0.00 $47.66 $16.10
$72.51 07/01/2015 $7.85 $0.00 $48.56 $16.10
$73.46 01/01/2016 $7.85 $0.00 $49.51 $16.10
$74.41 07/01/2016 $7.85 $0.00 $50.46 $16.10
$75.36 01/01/2017 $7.85 $0.00 $51.41 $16.10
Issue Date:Wage Request Number:12/26/2013 Page 9 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
PAINTER Local 35 - BRIDGES/TANKSApprentice -
07/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $22.71 $7.85 $0.00 $0.00 $30.56 50
2 $24.98 $7.85 $3.58 $0.00 $36.41 55
3 $27.25 $7.85 $3.90 $0.00 $39.00 60
4 $29.52 $7.85 $4.23 $0.00 $41.60 65
5 $31.79 $7.85 $13.90 $0.00 $53.54 70
6 $34.06 $7.85 $14.23 $0.00 $56.14 75
7 $36.33 $7.85 $14.55 $0.00 $58.73 80
8 $40.87 $7.85 $15.20 $0.00 $63.92 90
01/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $22.96 $7.85 $0.00 $0.00 $30.81 50
2 $25.25 $7.85 $3.66 $0.00 $36.76 55
3 $27.55 $7.85 $3.99 $0.00 $39.39 60
4 $29.84 $7.85 $4.32 $0.00 $42.01 65
5 $32.14 $7.85 $14.11 $0.00 $54.10 70
6 $34.43 $7.85 $14.44 $0.00 $56.72 75
7 $36.73 $7.85 $14.77 $0.00 $59.35 80
8 $41.32 $7.85 $15.44 $0.00 $64.61 90
Notes:
Steps are 750 hrs.
Apprentice to Journeyworker Ratio:1:1
DEMO: ADZEMAN
LABORERS - ZONE 3 (BUILDING & SITE)$53.50 12/01/2013 $7.30 $0.00 $33.50 $12.70
$54.25 06/01/2014 $7.30 $0.00 $34.25 $12.70
$55.00 12/01/2014 $7.30 $0.00 $35.00 $12.70
$55.75 06/01/2015 $7.30 $0.00 $35.75 $12.70
$56.50 12/01/2015 $7.30 $0.00 $36.50 $12.70
For apprentice rates see "Apprentice- LABORER"
DEMO: BACKHOE/LOADER/HAMMER OPERATOR
LABORERS - ZONE 3 (BUILDING & SITE)$54.50 12/01/2013 $7.30 $0.00 $34.50 $12.70
$55.25 06/01/2014 $7.30 $0.00 $35.25 $12.70
$56.00 12/01/2014 $7.30 $0.00 $36.00 $12.70
$56.75 06/01/2015 $7.30 $0.00 $36.75 $12.70
$57.50 12/01/2015 $7.30 $0.00 $37.50 $12.70
For apprentice rates see "Apprentice- LABORER"
DEMO: BURNERS
LABORERS - ZONE 3 (BUILDING & SITE)
$54.25 12/01/2013 $7.30 $0.00 $34.25 $12.70
$55.00 06/01/2014 $7.30 $0.00 $35.00 $12.70
$55.75 12/01/2014 $7.30 $0.00 $35.75 $12.70
$56.50 06/01/2015 $7.30 $0.00 $36.50 $12.70
$57.25 12/01/2015 $7.30 $0.00 $37.25 $12.70
For apprentice rates see "Apprentice- LABORER"
Issue Date:Wage Request Number:12/26/2013 Page 10 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
DEMO: CONCRETE CUTTER/SAWYER
LABORERS - ZONE 3 (BUILDING & SITE)
$54.50 12/01/2013 $7.30 $0.00 $34.50 $12.70
$55.25 06/01/2014 $7.30 $0.00 $35.25 $12.70
$56.00 12/01/2014 $7.30 $0.00 $36.00 $12.70
$56.75 06/01/2015 $7.30 $0.00 $36.75 $12.70
$57.50 12/01/2015 $7.30 $0.00 $37.50 $12.70
For apprentice rates see "Apprentice- LABORER"
DEMO: JACKHAMMER OPERATOR
LABORERS - ZONE 3 (BUILDING & SITE)$54.25 12/01/2013 $7.30 $0.00 $34.25 $12.70
$55.00 06/01/2014 $7.30 $0.00 $35.00 $12.70
$55.75 12/01/2014 $7.30 $0.00 $35.75 $12.70
$56.50 06/01/2015 $7.30 $0.00 $36.50 $12.70
$57.25 12/01/2015 $7.30 $0.00 $37.25 $12.70
For apprentice rates see "Apprentice- LABORER"
DEMO: WRECKING LABORER
LABORERS - ZONE 3 (BUILDING & SITE)$53.50 12/01/2013 $7.30 $0.00 $33.50 $12.70
$54.25 06/01/2014 $7.30 $0.00 $34.25 $12.70
$55.00 12/01/2014 $7.30 $0.00 $35.00 $12.70
$55.75 06/01/2015 $7.30 $0.00 $35.75 $12.70
$56.50 12/01/2015 $7.30 $0.00 $36.50 $12.70
For apprentice rates see "Apprentice- LABORER"
DIVER
PILE DRIVER LOCAL 56 (ZONE 3)$84.11 08/01/2013 $9.80 $0.00 $56.14 $18.17
$86.21 08/01/2014 $9.80 $0.00 $58.24 $18.17
$88.31 08/01/2015 $9.80 $0.00 $60.34 $18.17
DIVER TENDER
PILE DRIVER LOCAL 56 (ZONE 3)
$68.07 08/01/2013 $9.80 $0.00 $40.10 $18.17
$69.57 08/01/2014 $9.80 $0.00 $41.60 $18.17
$71.07 08/01/2015 $9.80 $0.00 $43.10 $18.17
DIVER TENDER (EFFLUENT)
PILE DRIVER LOCAL 56 (ZONE 3)$88.12 08/01/2013 $9.80 $0.00 $60.15 $18.17
$90.37 08/01/2014 $9.80 $0.00 $62.40 $18.17
$92.62 08/01/2015 $9.80 $0.00 $64.65 $18.17
DIVER/SLURRY (EFFLUENT)
PILE DRIVER LOCAL 56 (ZONE 3)$112.18 08/01/2013 $9.80 $0.00 $84.21 $18.17
$115.33 08/01/2014 $9.80 $0.00 $87.36 $18.17
$118.48 08/01/2015 $9.80 $0.00 $90.51 $18.17
ELECTRICIAN (Including Core Drilling)
ELECTRICIANS LOCAL 7 $54.65 07/01/2013 $9.05 $0.00 $36.36 $9.24
$55.17 12/30/2013 $9.05 $0.00 $36.86 $9.26
Issue Date:Wage Request Number:12/26/2013 Page 11 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
ELECTRICIAN - Local 7Apprentice -
07/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $14.54 $4.00 $0.44 $0.00 $18.98 40
2 $16.36 $4.00 $0.49 $0.00 $20.85 45
3 $18.18 $9.05 $5.20 $0.00 $32.43 50
4 $20.00 $9.05 $5.25 $0.00 $34.30 55
5 $23.63 $9.05 $6.36 $0.00 $39.04 65
6 $25.45 $9.05 $7.41 $0.00 $41.91 70
12/30/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $14.74 $4.00 $0.44 $0.00 $19.18 40
2 $16.59 $4.00 $0.50 $0.00 $21.09 45
3 $18.43 $9.05 $5.20 $0.00 $32.68 50
4 $20.27 $9.05 $5.26 $0.00 $34.58 55
5 $23.96 $9.05 $6.37 $0.00 $39.38 65
6 $25.80 $9.05 $7.42 $0.00 $42.27 70
Notes: Pre-5/31/11 1$27.78/2$29.65/3$36.17/4$38.04/5$42.37/6$44.41
Steps 1-2 are 1000 hrs; Steps 3-6 are 1500 hrs.
Apprentice to Journeyworker Ratio:2:3****
ELEVATOR CONSTRUCTOR
ELEVATOR CONSTRUCTORS LOCAL 41
$70.78 01/01/2013 $11.88 $0.00 $46.19 $12.71
$73.11 01/01/2014 $12.73 $0.00 $46.92 $13.46
$75.52 01/01/2015 $13.58 $0.00 $47.73 $14.21
$78.16 01/01/2016 $14.43 $0.00 $48.77 $14.96
$80.89 01/01/2017 $15.28 $0.00 $49.90 $15.71
Issue Date:Wage Request Number:12/26/2013 Page 12 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
ELEVATOR CONSTRUCTOR - Local 41Apprentice -
01/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $23.10 $11.88 $12.71 $0.00 $47.69 50
2 $25.40 $11.88 $12.71 $0.00 $49.99 55
3 $30.02 $11.88 $12.71 $0.00 $54.61 65
4 $32.33 $11.88 $12.71 $0.00 $56.92 70
5 $36.95 $11.88 $12.71 $0.00 $61.54 80
01/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $23.46 $12.73 $13.46 $0.00 $49.65 50
2 $25.81 $12.73 $13.46 $0.00 $52.00 55
3 $30.50 $12.73 $13.46 $0.00 $56.69 65
4 $32.84 $12.73 $13.46 $0.00 $59.03 70
5 $37.54 $12.73 $13.46 $0.00 $63.73 80
Notes:
Steps 1-2 are 6 mos.; Steps 3-5 are 1 year
Apprentice to Journeyworker Ratio:1:1
ELEVATOR CONSTRUCTOR HELPER
ELEVATOR CONSTRUCTORS LOCAL 41 $56.92 01/01/2013 $11.88 $0.00 $32.33 $12.71
$59.03 01/01/2014 $12.73 $0.00 $32.84 $13.46
$61.20 01/01/2015 $13.58 $0.00 $33.41 $14.21
$63.53 01/01/2016 $14.43 $0.00 $34.14 $14.96
$65.92 01/01/2017 $15.28 $0.00 $34.93 $15.71
For apprentice rates see "Apprentice - ELEVATOR CONSTRUCTOR"
FENCE & GUARD RAIL ERECTOR (HEAVY & HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)$44.72 12/01/2013 $7.30 $0.00 $27.24 $10.18
$45.22 06/01/2014 $7.30 $0.00 $27.74 $10.18
$45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18
$46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18
$46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18
$47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18
$47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
FIELD ENG.INST/ROD-BLDG,SITE,HVY/HWY
OPERATING ENGINEERS LOCAL 98 $27.74 06/01/1999 $4.80 $0.00 $18.84 $4.10
FIELD ENG.PARTY CHIEF:BLDG,SITE,HVY/HWY
OPERATING ENGINEERS LOCAL 98 $30.23 06/01/1999 $4.80 $0.00 $21.33 $4.10
FIELD ENG.SURVEY CHIEF-BLDG,SITE,HVY/HWY
OPERATING ENGINEERS LOCAL 98 $31.23 06/01/1999 $4.80 $0.00 $22.33 $4.10
FIRE ALARM INSTALLER
ELECTRICIANS LOCAL 7 $54.65 07/01/2013 $9.05 $0.00 $36.36 $9.24
$55.17 12/30/2013 $9.05 $0.00 $36.86 $9.26
For apprentice rates see "Apprentice- ELECTRICIAN"
FIRE ALARM REPAIR / MAINTENANCE
/ COMMISSIONINGELECTRICIANS
LOCAL 7
$54.65 07/01/2013 $9.05 $0.00 $36.36 $9.24
$55.17 12/30/2013 $9.05 $0.00 $36.86 $9.26
Issue Date:Wage Request Number:12/26/2013 Page 13 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
For apprentice rates see "Apprentice- TELECOMMUNICATIONS TECHNICIAN"
FIREMAN
OPERATING ENGINEERS LOCAL 98 $51.31 12/01/2013 $9.70 $0.00 $31.15 $10.46
$52.26 06/01/2014 $9.70 $0.00 $32.10 $10.46
$53.21 12/01/2014 $9.70 $0.00 $33.05 $10.46
$54.21 06/01/2015 $9.70 $0.00 $34.05 $10.46
$55.21 12/01/2015 $9.70 $0.00 $35.05 $10.46
OPERATING ENGINEERS - Local 98 Class 3Apprentice -
12/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $18.69 $9.70 $10.46 $0.00 $38.85 60
2 $21.81 $9.70 $10.46 $0.00 $41.97 70
3 $24.92 $9.70 $10.46 $0.00 $45.08 80
4 $28.04 $9.70 $10.46 $0.00 $48.20 90
06/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $19.26 $9.70 $10.46 $0.00 $39.42 60
2 $22.47 $9.70 $10.46 $0.00 $42.63 70
3 $25.68 $9.70 $10.46 $0.00 $45.84 80
4 $28.89 $9.70 $10.46 $0.00 $49.05 90
Notes:
Steps 1-2 are 1000 hrs.; Steps 3-4 are 2000 hrs.
Apprentice to Journeyworker Ratio:1:6
FLAGGER & SIGNALER (HEAVY & HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)$37.98 12/01/2013 $7.30 $0.00 $20.50 $10.18
$37.98 06/01/2014 $7.30 $0.00 $20.50 $10.18
$37.98 12/01/2014 $7.30 $0.00 $20.50 $10.18
$37.98 06/01/2015 $7.30 $0.00 $20.50 $10.18
$37.98 12/01/2015 $7.30 $0.00 $20.50 $10.18
$37.98 06/01/2016 $7.30 $0.00 $20.50 $10.18
$37.98 12/01/2016 $7.30 $0.00 $20.50 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
FLOORCOVERER
FLOORCOVERERS LOCAL 2168 ZONE II $62.81 09/01/2013 $9.80 $0.00 $36.30 $16.71
$62.81 03/01/2014 $9.80 $0.00 $36.30 $16.71
Issue Date:Wage Request Number:12/26/2013 Page 14 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
FLOORCOVERER - Local 2168 Zone IIApprentice -
09/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $18.15 $9.80 $1.79 $0.00 $29.74 50
2 $19.97 $9.80 $1.79 $0.00 $31.56 55
3 $21.78 $9.80 $11.34 $0.00 $42.92 60
4 $23.60 $9.80 $11.34 $0.00 $44.74 65
5 $25.41 $9.80 $13.13 $0.00 $48.34 70
6 $27.23 $9.80 $13.13 $0.00 $50.16 75
7 $29.04 $9.80 $14.92 $0.00 $53.76 80
8 $30.86 $9.80 $14.92 $0.00 $55.58 85
03/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $18.15 $9.80 $1.79 $0.00 $29.74 50
2 $19.97 $9.80 $1.79 $0.00 $31.56 55
3 $21.78 $9.80 $11.34 $0.00 $42.92 60
4 $23.60 $9.80 $11.34 $0.00 $44.74 65
5 $25.41 $9.80 $13.13 $0.00 $48.34 70
6 $27.23 $9.80 $13.13 $0.00 $50.16 75
7 $29.04 $9.80 $14.92 $0.00 $53.76 80
8 $30.86 $9.80 $14.92 $0.00 $55.58 85
Notes:
Steps are 750 hrs.
Apprentice to Journeyworker Ratio:1:1
FORK LIFT
OPERATING ENGINEERS LOCAL 98 $51.53 12/01/2013 $9.70 $0.00 $31.37 $10.46
$52.48 06/01/2014 $9.70 $0.00 $32.32 $10.46
$53.43 12/01/2014 $9.70 $0.00 $33.27 $10.46
$54.43 06/01/2015 $9.70 $0.00 $34.27 $10.46
$55.43 12/01/2015 $9.70 $0.00 $35.27 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
GENERATORS/LIGHTING PLANTS
OPERATING ENGINEERS LOCAL 98 $48.08 12/01/2013 $9.70 $0.00 $27.92 $10.46
$49.03 06/01/2014 $9.70 $0.00 $28.87 $10.46
$49.98 12/01/2014 $9.70 $0.00 $29.82 $10.46
$50.98 06/01/2015 $9.70 $0.00 $30.82 $10.46
$51.98 12/01/2015 $9.70 $0.00 $31.82 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
GLAZIER (GLASS PLANK/AIR BARRIER/INTERIOR
SYSTEMS)
GLAZIERS LOCAL 1333
$51.03 06/01/2013 $9.35 $0.00 $34.18 $7.50
$52.13 06/01/2014 $9.80 $0.00 $34.58 $7.75
$53.33 06/01/2015 $10.25 $0.00 $35.08 $8.00
$54.53 06/01/2016 $10.70 $0.00 $35.58 $8.25
Issue Date:Wage Request Number:12/26/2013 Page 15 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
GLAZIER - Local 1333Apprentice -
06/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $17.09 $9.35 $1.00 $0.00 $27.44 50
2 $19.23 $9.35 $1.00 $0.00 $29.58 56
3 $21.36 $9.35 $1.50 $0.00 $32.21 63
4 $23.50 $9.35 $1.50 $0.00 $34.35 69
5 $25.64 $9.35 $2.00 $0.00 $36.99 75
6 $27.77 $9.35 $2.00 $0.00 $39.12 81
7 $29.91 $9.35 $7.50 $0.00 $46.76 88
8 $32.04 $9.35 $7.50 $0.00 $48.89 94
06/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $17.29 $9.80 $1.00 $0.00 $28.09 50
2 $19.45 $9.80 $1.00 $0.00 $30.25 56
3 $21.61 $9.80 $1.50 $0.00 $32.91 63
4 $23.77 $9.80 $1.50 $0.00 $35.07 69
5 $25.94 $9.80 $2.00 $0.00 $37.74 75
6 $28.10 $9.80 $2.00 $0.00 $39.90 81
7 $30.26 $9.80 $7.75 $0.00 $47.81 88
8 $32.42 $9.80 $7.75 $0.00 $49.97 94
Notes:
Apprentice to Journeyworker Ratio:1:3
GRADER/TRENCHING MACHINE/DERRICK
OPERATING ENGINEERS LOCAL 98 $51.84 12/01/2013 $9.70 $0.00 $31.68 $10.46
$52.79 06/01/2014 $9.70 $0.00 $32.63 $10.46
$53.74 12/01/2014 $9.70 $0.00 $33.58 $10.46
$54.74 06/01/2015 $9.70 $0.00 $34.58 $10.46
$55.74 12/01/2015 $9.70 $0.00 $35.58 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
HVAC (DUCTWORK)
SHEETMETAL WORKERS LOCAL 63 $55.50 07/01/2013 $8.64 $1.62 $32.31 $12.93
For apprentice rates see "Apprentice- SHEET METAL WORKER"
HVAC (ELECTRICAL CONTROLS)
ELECTRICIANS LOCAL 7
$54.65 07/01/2013 $9.05 $0.00 $36.36 $9.24
$55.17 12/30/2013 $9.05 $0.00 $36.86 $9.26
For apprentice rates see "Apprentice- ELECTRICIAN"
HVAC (TESTING AND BALANCING - AIR)
SHEETMETAL WORKERS LOCAL 63 $55.50 07/01/2013 $8.64 $1.62 $32.31 $12.93
For apprentice rates see "Apprentice- SHEET METAL WORKER"
Issue Date:Wage Request Number:12/26/2013 Page 16 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
HVAC (TESTING AND BALANCING -WATER)
PLUMBERS & PIPEFITTERS LOCAL 104 $58.36 09/17/2013 $8.30 $0.00 $36.31 $13.75
$58.86 03/17/2014 $8.30 $0.00 $36.81 $13.75
$59.36 09/17/2014 $8.30 $0.00 $37.31 $13.75
$60.11 03/17/2015 $8.30 $0.00 $38.06 $13.75
$60.86 09/17/2015 $8.30 $0.00 $38.81 $13.75
$61.86 03/17/2016 $8.30 $0.00 $39.81 $13.75
For apprentice rates see "Apprentice- PIPEFITTER" or "PLUMBER/PIPEFITTER"
HVAC MECHANIC
PLUMBERS & PIPEFITTERS LOCAL 104
$58.36 09/17/2013 $8.30 $0.00 $36.31 $13.75
$58.86 03/17/2014 $8.30 $0.00 $36.81 $13.75
$59.36 09/17/2014 $8.30 $0.00 $37.31 $13.75
$60.11 03/17/2015 $8.30 $0.00 $38.06 $13.75
$60.86 09/17/2015 $8.30 $0.00 $38.81 $13.75
$61.86 03/17/2016 $8.30 $0.00 $39.81 $13.75
For apprentice rates see "Apprentice- PIPEFITTER" or "PLUMBER/PIPEFITTER"
HYDRAULIC DRILLS (HEAVY & HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)$45.22 12/01/2013 $7.30 $0.00 $27.74 $10.18
$45.72 06/01/2014 $7.30 $0.00 $28.24 $10.18
$46.22 12/01/2014 $7.30 $0.00 $28.74 $10.18
$46.72 06/01/2015 $7.30 $0.00 $29.24 $10.18
$47.22 12/01/2015 $7.30 $0.00 $29.74 $10.18
$47.72 06/01/2016 $7.30 $0.00 $30.24 $10.18
$48.47 12/01/2016 $7.30 $0.00 $30.99 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
INSULATOR (PIPES & TANKS)
HEAT & FROST INSULATORS LOCAL 6 (SPRINGFIELD)
$56.74 09/01/2013 $10.95 $0.00 $33.69 $12.10
$58.74 09/01/2014 $10.95 $0.00 $35.69 $12.10
ASBESTOS INSULATOR (Pipes & Tanks) - Local 6 SpringfieldApprentice -
09/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.85 $10.95 $9.00 $0.00 $36.80 50
2 $20.21 $10.95 $9.62 $0.00 $40.78 60
3 $23.58 $10.95 $10.24 $0.00 $44.77 70
4 $26.95 $10.95 $10.86 $0.00 $48.76 80
09/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $17.85 $10.95 $9.00 $0.00 $37.80 50
2 $21.41 $10.95 $9.62 $0.00 $41.98 60
3 $24.98 $10.95 $10.24 $0.00 $46.17 70
4 $28.55 $10.95 $10.86 $0.00 $50.36 80
Notes:
Steps are 1 year
Apprentice to Journeyworker Ratio:1:4
IRONWORKER/WELDER
IRONWORKERS LOCAL 7 (SPRINGFIELD AREA)$55.47 09/16/2013 $7.70 $0.00 $29.42 $18.35
Issue Date:Wage Request Number:12/26/2013 Page 17 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
IRONWORKER - Local 7 SpringfieldApprentice -
09/16/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $17.65 $7.70 $18.35 $0.00 $43.70 60
2 $20.59 $7.70 $18.35 $0.00 $46.64 70
3 $22.07 $7.70 $18.35 $0.00 $48.12 75
4 $23.54 $7.70 $18.35 $0.00 $49.59 80
5 $25.01 $7.70 $18.35 $0.00 $51.06 85
6 $26.48 $7.70 $18.35 $0.00 $52.53 90
Notes:
Structural 1:6; Ornamental 1:4
Apprentice to Journeyworker Ratio:
JACKHAMMER & PAVING BREAKER OPERATOR
LABORERS - ZONE 3 (BUILDING & SITE)
$45.87 12/02/2013 $7.30 $0.00 $27.65 $10.92
$46.53 06/02/2014 $7.30 $0.00 $28.31 $10.92
$47.19 12/01/2014 $7.30 $0.00 $28.97 $10.92
$47.88 06/01/2015 $7.30 $0.00 $29.66 $10.92
$48.56 12/07/2015 $7.30 $0.00 $30.34 $10.92
$49.25 06/06/2016 $7.30 $0.00 $31.03 $10.92
$49.93 12/05/2016 $7.30 $0.00 $31.71 $10.92
For apprentice rates see "Apprentice- LABORER"
LABORER
LABORERS - ZONE 3 (BUILDING & SITE)$45.62 12/02/2013 $7.30 $0.00 $27.40 $10.92
$46.28 06/02/2014 $7.30 $0.00 $28.06 $10.92
$46.94 12/01/2014 $7.30 $0.00 $28.72 $10.92
$47.63 06/01/2015 $7.30 $0.00 $29.41 $10.92
$48.31 12/07/2015 $7.30 $0.00 $30.09 $10.92
$49.00 06/06/2016 $7.30 $0.00 $30.78 $10.92
$49.68 12/05/2016 $7.30 $0.00 $31.46 $10.92
Issue Date:Wage Request Number:12/26/2013 Page 18 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
LABORER - Zone 3 Building & SiteApprentice -
12/02/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.44 $7.30 $10.92 $0.00 $34.66 60
2 $19.18 $7.30 $10.92 $0.00 $37.40 70
3 $21.92 $7.30 $10.92 $0.00 $40.14 80
4 $24.66 $7.30 $10.92 $0.00 $42.88 90
06/02/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.84 $7.30 $10.92 $0.00 $35.06 60
2 $19.64 $7.30 $10.92 $0.00 $37.86 70
3 $22.45 $7.30 $10.92 $0.00 $40.67 80
4 $25.25 $7.30 $10.92 $0.00 $43.47 90
Notes:
Apprentice to Journeyworker Ratio:1:5
LABORER (HEAVY & HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)$44.47 12/01/2013 $7.30 $0.00 $26.99 $10.18
$44.97 06/01/2014 $7.30 $0.00 $27.49 $10.18
$45.47 12/01/2014 $7.30 $0.00 $27.99 $10.18
$45.97 06/01/2015 $7.30 $0.00 $28.49 $10.18
$46.47 12/01/2015 $7.30 $0.00 $28.99 $10.18
$46.97 06/01/2016 $7.30 $0.00 $29.49 $10.18
$47.72 12/01/2016 $7.30 $0.00 $30.24 $10.18
Issue Date:Wage Request Number:12/26/2013 Page 19 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
LABORER (Heavy & Highway) - Zone 3Apprentice -
12/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.19 $7.30 $10.18 $0.00 $33.67 60
2 $18.89 $7.30 $10.18 $0.00 $36.37 70
3 $21.59 $7.30 $10.18 $0.00 $39.07 80
4 $24.29 $7.30 $10.18 $0.00 $41.77 90
06/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.49 $7.30 $10.18 $0.00 $33.97 60
2 $19.24 $7.30 $10.18 $0.00 $36.72 70
3 $21.99 $7.30 $10.18 $0.00 $39.47 80
4 $24.74 $7.30 $10.18 $0.00 $42.22 90
Notes:
Apprentice to Journeyworker Ratio:1:5
LABORER: CARPENTER TENDER
LABORERS - ZONE 3 (BUILDING & SITE)$45.62 12/02/2013 $7.30 $0.00 $27.40 $10.92
$46.28 06/02/2014 $7.30 $0.00 $28.06 $10.92
$46.94 12/01/2014 $7.30 $0.00 $28.72 $10.92
$47.63 06/01/2015 $7.30 $0.00 $29.41 $10.92
$48.31 12/07/2015 $7.30 $0.00 $30.09 $10.92
$49.00 06/06/2016 $7.30 $0.00 $30.78 $10.92
$49.68 12/05/2016 $7.30 $0.00 $31.46 $10.92
For apprentice rates see "Apprentice- LABORER"
LABORER: CEMENT FINISHER TENDER
LABORERS - ZONE 3 (BUILDING & SITE)$45.87 12/02/2013 $7.30 $0.00 $27.65 $10.92
$46.53 06/02/2014 $7.30 $0.00 $28.31 $10.92
$47.19 12/01/2014 $7.30 $0.00 $28.97 $10.92
$47.88 06/01/2015 $7.30 $0.00 $29.66 $10.92
$48.56 12/07/2015 $7.30 $0.00 $30.34 $10.92
$49.25 06/06/2016 $7.30 $0.00 $31.03 $10.92
$49.93 12/05/2016 $7.30 $0.00 $31.71 $10.92
For apprentice rates see "Apprentice- LABORER"
LABORER: HAZARDOUS WASTE/ASBESTOS REMOVER
LABORERS - ZONE 3 (BUILDING & SITE)
$45.72 12/02/2013 $7.30 $0.00 $27.69 $10.73
$46.38 06/02/2014 $7.30 $0.00 $28.35 $10.73
$47.04 12/01/2014 $7.30 $0.00 $29.01 $10.73
$47.73 06/01/2015 $7.30 $0.00 $29.70 $10.73
$48.41 12/07/2015 $7.30 $0.00 $30.38 $10.73
For apprentice rates see "Apprentice- LABORER"
Issue Date:Wage Request Number:12/26/2013 Page 20 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
LABORER: MASON TENDER
LABORERS - ZONE 3 (BUILDING & SITE)$46.62 12/02/2013 $7.30 $0.00 $28.40 $10.92
$47.28 06/02/2014 $7.30 $0.00 $29.06 $10.92
$47.94 12/01/2014 $7.30 $0.00 $29.72 $10.92
$48.63 06/01/2015 $7.30 $0.00 $30.41 $10.92
$49.31 12/07/2015 $7.30 $0.00 $31.09 $10.92
$50.00 06/06/2016 $7.30 $0.00 $31.78 $10.92
$50.68 12/05/2016 $7.30 $0.00 $32.46 $10.92
For apprentice rates see "Apprentice- LABORER"
LABORER: MASON TENDER (HEAVY & HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)$44.72 12/01/2013 $7.30 $0.00 $27.24 $10.18
$45.22 06/01/2014 $7.30 $0.00 $27.74 $10.18
$45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18
$46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18
$46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18
$47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18
$47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
LABORER: MULTI-TRADE TENDER
LABORERS - ZONE 3 (BUILDING & SITE)$45.62 12/02/2013 $7.30 $0.00 $27.40 $10.92
$46.28 06/02/2014 $7.30 $0.00 $28.06 $10.92
$46.94 12/01/2014 $7.30 $0.00 $28.72 $10.92
$47.63 06/01/2015 $7.30 $0.00 $29.41 $10.92
$48.31 12/07/2015 $7.30 $0.00 $30.09 $10.92
$49.00 06/06/2016 $7.30 $0.00 $30.78 $10.92
$49.68 12/05/2016 $7.30 $0.00 $31.46 $10.92
For apprentice rates see "Apprentice- LABORER"
LABORER: TREE REMOVER
LABORERS - ZONE 3 (BUILDING & SITE)
$45.62 12/02/2013 $7.30 $0.00 $27.40 $10.92
$46.28 06/02/2014 $7.30 $0.00 $28.06 $10.92
$46.94 12/01/2014 $7.30 $0.00 $28.72 $10.92
$47.63 06/01/2015 $7.30 $0.00 $29.41 $10.92
$48.31 12/07/2015 $7.30 $0.00 $30.09 $10.92
$49.00 06/06/2016 $7.30 $0.00 $30.78 $10.92
$49.68 12/05/2016 $7.30 $0.00 $31.46 $10.92
This classification applies to the wholesale removal
of standing trees including all associated trimming of branches and limbs, and applies to the removal of branches at locations not on or around utility lines. For
apprentice rates see "Apprentice- LABORER"
LASER BEAM OPERATOR
LABORERS - ZONE 3 (BUILDING & SITE)
$45.87 12/02/2013 $7.30 $0.00 $27.65 $10.92
$46.53 06/02/2014 $7.30 $0.00 $28.31 $10.92
$47.19 12/01/2014 $7.30 $0.00 $28.97 $10.92
$47.88 06/01/2015 $7.30 $0.00 $29.66 $10.92
$48.56 12/07/2015 $7.30 $0.00 $30.34 $10.92
$49.25 06/06/2016 $7.30 $0.00 $31.03 $10.92
$49.93 12/05/2016 $7.30 $0.00 $31.71 $10.92
For apprentice rates see "Apprentice- LABORER"
Issue Date:Wage Request Number:12/26/2013 Page 21 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
LASER BEAM OPERATOR (HEAVY & HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)$44.72 12/01/2013 $7.30 $0.00 $27.24 $10.18
$45.22 06/01/2014 $7.30 $0.00 $27.74 $10.18
$45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18
$46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18
$46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18
$47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18
$47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
MARBLE & TILE FINISHERS
BRICKLAYERS LOCAL 3 (SPR/PITT) - MARBLE & TILE $56.13 09/02/2013 $10.18 $0.00 $29.94 $16.01
$56.69 03/03/2014 $10.18 $0.00 $30.50 $16.01
$57.66 09/01/2014 $10.18 $0.00 $31.41 $16.07
$58.22 03/02/2015 $10.18 $0.00 $31.97 $16.07
$59.19 08/31/2015 $10.18 $0.00 $32.88 $16.13
$59.76 02/29/2016 $10.18 $0.00 $33.45 $16.13
$60.74 09/05/2016 $10.18 $0.00 $34.36 $16.20
$61.31 02/27/2017 $10.18 $0.00 $34.93 $16.20
MARBLE-TILE-TERRAZZO FINISHER-Local 3 Marble/Tile (Spr/Pitt)Apprentice -
09/02/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $14.97 $10.18 $16.01 $0.00 $41.16 50
2 $17.96 $10.18 $16.01 $0.00 $44.15 60
3 $20.96 $10.18 $16.01 $0.00 $47.15 70
4 $23.95 $10.18 $16.01 $0.00 $50.14 80
5 $26.95 $10.18 $16.01 $0.00 $53.14 90
03/03/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $15.25 $10.18 $16.01 $0.00 $41.44 50
2 $18.30 $10.18 $16.01 $0.00 $44.49 60
3 $21.35 $10.18 $16.01 $0.00 $47.54 70
4 $24.40 $10.18 $16.01 $0.00 $50.59 80
5 $27.45 $10.18 $16.01 $0.00 $53.64 90
Notes:
Apprentice to Journeyworker Ratio:1:5
MARBLE MASONS,TILELAYERS & TERRAZZO MECH
BRICKLAYERS LOCAL 3 (SPR/PITT) - MARBLE & TILE $63.05 09/02/2013 $10.18 $0.00 $36.56 $16.31
$63.61 03/03/2014 $10.18 $0.00 $37.12 $16.31
$64.58 09/01/2014 $10.18 $0.00 $38.02 $16.38
$65.14 03/02/2015 $10.18 $0.00 $38.58 $16.38
$66.11 08/31/2015 $10.18 $0.00 $39.48 $16.45
$66.68 02/29/2016 $10.18 $0.00 $40.05 $16.45
$67.66 09/05/2016 $10.18 $0.00 $40.95 $16.53
$68.23 02/27/2017 $10.18 $0.00 $41.52 $16.53
Issue Date:Wage Request Number:12/26/2013 Page 22 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
MARBLE-TILE-TERRAZZO MECH - Local 3 Marble/Tile (Spr/Pitt)Apprentice -
09/02/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $18.28 $10.18 $16.31 $0.00 $44.77 50
2 $21.94 $10.18 $16.31 $0.00 $48.43 60
3 $25.59 $10.18 $16.31 $0.00 $52.08 70
4 $29.25 $10.18 $16.31 $0.00 $55.74 80
5 $32.90 $10.18 $16.31 $0.00 $59.39 90
03/03/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $18.56 $10.18 $16.31 $0.00 $45.05 50
2 $22.27 $10.18 $16.31 $0.00 $48.76 60
3 $25.98 $10.18 $16.31 $0.00 $52.47 70
4 $29.70 $10.18 $16.31 $0.00 $56.19 80
5 $33.41 $10.18 $16.31 $0.00 $59.90 90
Notes:
Apprentice to Journeyworker Ratio:1:5
MECH. SWEEPER OPERATOR (ON CONST. SITES)
OPERATING ENGINEERS LOCAL 98 $51.84 12/01/2013 $9.70 $0.00 $31.68 $10.46
$52.79 06/01/2014 $9.70 $0.00 $32.63 $10.46
$53.74 12/01/2014 $9.70 $0.00 $33.58 $10.46
$54.74 06/01/2015 $9.70 $0.00 $34.58 $10.46
$55.74 12/01/2015 $9.70 $0.00 $35.58 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
MECHANIC/WELDER/BOOM TRUCK
OPERATING ENGINEERS LOCAL 98 $51.31 12/01/2013 $9.70 $0.00 $31.15 $10.46
$52.26 06/01/2014 $9.70 $0.00 $32.10 $10.46
$53.21 12/01/2014 $9.70 $0.00 $33.05 $10.46
$54.21 06/01/2015 $9.70 $0.00 $34.05 $10.46
$55.21 12/01/2015 $9.70 $0.00 $35.05 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
MILLWRIGHT (Zone 3)
MILLWRIGHTS LOCAL 1121 - Zone 3 $57.11 10/01/2013 $9.80 $0.00 $31.30 $16.01
$57.70 04/01/2014 $9.80 $0.00 $31.89 $16.01
$58.44 10/01/2014 $9.80 $0.00 $32.63 $16.01
$59.19 04/01/2015 $9.80 $0.00 $33.38 $16.01
Issue Date:Wage Request Number:12/26/2013 Page 23 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
MILLWRIGHT - Local 1121 Zone 3Apprentice -
10/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $17.22 $9.80 $4.40 $0.00 $31.42 55
2 $20.35 $9.80 $13.21 $0.00 $43.36 65
3 $23.48 $9.80 $14.01 $0.00 $47.29 75
4 $26.61 $9.80 $14.81 $0.00 $51.22 85
04/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $17.54 $9.80 $4.40 $0.00 $31.74 55
2 $20.73 $9.80 $13.21 $0.00 $43.74 65
3 $23.92 $9.80 $14.01 $0.00 $47.73 75
4 $27.11 $9.80 $14.81 $0.00 $51.72 85
Notes:
Steps are 2,000 hours
Apprentice to Journeyworker Ratio:1:5
MORTAR MIXER
LABORERS - ZONE 3 (BUILDING & SITE)$45.87 12/02/2013 $7.30 $0.00 $27.65 $10.92
$46.53 06/02/2014 $7.30 $0.00 $28.31 $10.92
$47.19 12/01/2014 $7.30 $0.00 $28.97 $10.92
$47.88 06/01/2015 $7.30 $0.00 $29.66 $10.92
$48.56 12/07/2015 $7.30 $0.00 $30.34 $10.92
$49.25 06/06/2016 $7.30 $0.00 $31.03 $10.92
$49.93 12/05/2016 $7.30 $0.00 $31.71 $10.92
For apprentice rates see "Apprentice- LABORER"
OILER
OPERATING ENGINEERS LOCAL 98 $47.00 12/01/2013 $9.70 $0.00 $26.84 $10.46
$47.95 06/01/2014 $9.70 $0.00 $27.79 $10.46
$48.90 12/01/2014 $9.70 $0.00 $28.74 $10.46
$49.90 06/01/2015 $9.70 $0.00 $29.74 $10.46
$50.90 12/01/2015 $9.70 $0.00 $30.74 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
OTHER POWER DRIVEN EQUIPMENT - CLASS VI
OPERATING ENGINEERS LOCAL 98 $45.02 12/01/2013 $9.70 $0.00 $24.86 $10.46
$45.97 06/01/2014 $9.70 $0.00 $25.81 $10.46
$46.92 12/01/2014 $9.70 $0.00 $26.76 $10.46
$47.92 06/01/2015 $9.70 $0.00 $27.76 $10.46
$48.92 12/01/2015 $9.70 $0.00 $28.76 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
Issue Date:Wage Request Number:12/26/2013 Page 24 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
PAINTER (BRIDGES/TANKS)
PAINTERS LOCAL 35 - ZONE 3 $69.11 07/01/2013 $7.85 $0.00 $45.41 $15.85
$69.86 01/01/2014 $7.85 $0.00 $45.91 $16.10
$70.71 07/01/2014 $7.85 $0.00 $46.76 $16.10
$71.61 01/01/2015 $7.85 $0.00 $47.66 $16.10
$72.51 07/01/2015 $7.85 $0.00 $48.56 $16.10
$73.46 01/01/2016 $7.85 $0.00 $49.51 $16.10
$74.41 07/01/2016 $7.85 $0.00 $50.46 $16.10
$75.36 01/01/2017 $7.85 $0.00 $51.41 $16.10
PAINTER Local 35 - BRIDGES/TANKSApprentice -
07/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $22.71 $7.85 $0.00 $0.00 $30.56 50
2 $24.98 $7.85 $3.58 $0.00 $36.41 55
3 $27.25 $7.85 $3.90 $0.00 $39.00 60
4 $29.52 $7.85 $4.23 $0.00 $41.60 65
5 $31.79 $7.85 $13.90 $0.00 $53.54 70
6 $34.06 $7.85 $14.23 $0.00 $56.14 75
7 $36.33 $7.85 $14.55 $0.00 $58.73 80
8 $40.87 $7.85 $15.20 $0.00 $63.92 90
01/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $22.96 $7.85 $0.00 $0.00 $30.81 50
2 $25.25 $7.85 $3.66 $0.00 $36.76 55
3 $27.55 $7.85 $3.99 $0.00 $39.39 60
4 $29.84 $7.85 $4.32 $0.00 $42.01 65
5 $32.14 $7.85 $14.11 $0.00 $54.10 70
6 $34.43 $7.85 $14.44 $0.00 $56.72 75
7 $36.73 $7.85 $14.77 $0.00 $59.35 80
8 $41.32 $7.85 $15.44 $0.00 $64.61 90
Notes:
Steps are 750 hrs.
Apprentice to Journeyworker Ratio:1:1
PAINTER (SPRAY OR SANDBLAST, NEW) *
* If 30% or more of surfaces to be painted are new construction,
NEW paint rate shall be used.PAINTERS LOCAL 35 - ZONE 3
$49.08 07/01/2013 $7.85 $0.00 $29.18 $12.05
$49.78 01/01/2014 $7.85 $0.00 $29.63 $12.30
$50.53 07/01/2014 $7.85 $0.00 $30.38 $12.30
$51.38 01/01/2015 $7.85 $0.00 $31.23 $12.30
$52.18 07/01/2015 $7.85 $0.00 $32.03 $12.30
$53.08 01/01/2016 $7.85 $0.00 $32.93 $12.30
$53.93 07/01/2016 $7.85 $0.00 $33.78 $12.30
$54.83 01/01/2017 $7.85 $0.00 $34.68 $12.30
Issue Date:Wage Request Number:12/26/2013 Page 25 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
PAINTER Local 35 Zone 3 - Spray/Sandblast - NewApprentice -
07/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $14.59 $7.85 $0.00 $0.00 $22.44 50
2 $16.05 $7.85 $1.49 $0.00 $25.39 55
3 $17.51 $7.85 $1.62 $0.00 $26.98 60
4 $18.97 $7.85 $1.76 $0.00 $28.58 65
5 $20.43 $7.85 $11.24 $0.00 $39.52 70
6 $21.89 $7.85 $11.38 $0.00 $41.12 75
7 $23.34 $7.85 $11.51 $0.00 $42.70 80
8 $26.26 $7.85 $11.78 $0.00 $45.89 90
01/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $14.82 $7.85 $0.00 $0.00 $22.67 50
2 $16.30 $7.85 $1.57 $0.00 $25.72 55
3 $17.78 $7.85 $1.71 $0.00 $27.34 60
4 $19.26 $7.85 $1.85 $0.00 $28.96 65
5 $20.74 $7.85 $11.45 $0.00 $40.04 70
6 $22.22 $7.85 $11.59 $0.00 $41.66 75
7 $23.70 $7.85 $11.73 $0.00 $43.28 80
8 $26.67 $7.85 $12.02 $0.00 $46.54 90
Notes:
Steps are 750 hrs.
Apprentice to Journeyworker Ratio:1:1
PAINTER (SPRAY OR SANDBLAST, REPAINT)
PAINTERS LOCAL 35 - ZONE 3 $46.40 07/01/2013 $7.85 $0.00 $26.50 $12.05
$47.10 01/01/2014 $7.85 $0.00 $26.95 $12.30
$47.85 07/01/2014 $7.85 $0.00 $27.70 $12.30
$48.70 01/01/2015 $7.85 $0.00 $28.55 $12.30
$49.50 07/01/2015 $7.85 $0.00 $29.35 $12.30
$50.40 01/01/2016 $7.85 $0.00 $30.25 $12.30
$51.26 07/01/2016 $7.85 $0.00 $31.11 $12.30
$52.15 01/01/2017 $7.85 $0.00 $32.00 $12.30
Issue Date:Wage Request Number:12/26/2013 Page 26 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
PAINTER Local 35 Zone 3 - Spray/Sandblast - RepaintApprentice -
07/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $13.25 $7.85 $0.00 $0.00 $21.10 50
2 $14.58 $7.85 $1.49 $0.00 $23.92 55
3 $15.90 $7.85 $1.62 $0.00 $25.37 60
4 $17.23 $7.85 $1.76 $0.00 $26.84 65
5 $18.55 $7.85 $11.24 $0.00 $37.64 70
6 $19.88 $7.85 $11.38 $0.00 $39.11 75
7 $21.20 $7.85 $11.51 $0.00 $40.56 80
8 $23.85 $7.85 $11.78 $0.00 $43.48 90
01/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $13.48 $7.85 $0.00 $0.00 $21.33 50
2 $14.82 $7.85 $1.57 $0.00 $24.24 55
3 $16.17 $7.85 $1.71 $0.00 $25.73 60
4 $17.52 $7.85 $1.85 $0.00 $27.22 65
5 $18.87 $7.85 $11.45 $0.00 $38.17 70
6 $20.21 $7.85 $11.59 $0.00 $39.65 75
7 $21.56 $7.85 $11.73 $0.00 $41.14 80
8 $24.26 $7.85 $12.02 $0.00 $44.13 90
Notes:
Steps are 750 hrs.
Apprentice to Journeyworker Ratio:1:1
PAINTER / TAPER (BRUSH, NEW) *
* If 30% or more of surfaces to be painted are new construction,
NEW paint rate shall be used.PAINTERS LOCAL 35 - ZONE 3
$47.68 07/01/2013 $7.85 $0.00 $27.78 $12.05
$48.88 01/01/2014 $7.85 $0.00 $28.73 $12.30
$49.13 07/01/2014 $7.85 $0.00 $28.98 $12.30
$49.98 01/01/2015 $7.85 $0.00 $29.83 $12.30
$50.78 07/01/2015 $7.85 $0.00 $30.63 $12.30
$51.68 01/01/2016 $7.85 $0.00 $31.53 $12.30
$52.53 07/01/2016 $7.85 $0.00 $32.38 $12.30
$53.43 01/01/2017 $7.85 $0.00 $33.28 $12.30
Issue Date:Wage Request Number:12/26/2013 Page 27 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
PAINTER - Local 35 Zone 3 - BRUSH NEWApprentice -
07/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $13.89 $7.85 $0.00 $0.00 $21.74 50
2 $15.28 $7.85 $1.49 $0.00 $24.62 55
3 $16.67 $7.85 $1.62 $0.00 $26.14 60
4 $18.06 $7.85 $1.76 $0.00 $27.67 65
5 $19.45 $7.85 $11.24 $0.00 $38.54 70
6 $20.84 $7.85 $11.38 $0.00 $40.07 75
7 $22.22 $7.85 $11.51 $0.00 $41.58 80
8 $25.00 $7.85 $11.78 $0.00 $44.63 90
01/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $14.37 $7.85 $0.00 $0.00 $22.22 50
2 $15.80 $7.85 $1.57 $0.00 $25.22 55
3 $17.24 $7.85 $1.71 $0.00 $26.80 60
4 $18.67 $7.85 $1.85 $0.00 $28.37 65
5 $20.11 $7.85 $11.45 $0.00 $39.41 70
6 $21.55 $7.85 $11.59 $0.00 $40.99 75
7 $22.98 $7.85 $11.73 $0.00 $42.56 80
8 $25.86 $7.85 $12.02 $0.00 $45.73 90
Notes:
Steps are 750 hrs.
Apprentice to Journeyworker Ratio:1:1
PAINTER / TAPER (BRUSH, REPAINT)
PAINTERS LOCAL 35 - ZONE 3 $45.00 07/01/2013 $7.85 $0.00 $25.10 $12.05
$45.70 01/01/2014 $7.85 $0.00 $25.55 $12.30
$46.45 07/01/2014 $7.85 $0.00 $26.30 $12.30
$47.30 01/01/2015 $7.85 $0.00 $27.15 $12.30
$48.10 07/01/2015 $7.85 $0.00 $27.95 $12.30
$49.00 01/01/2016 $7.85 $0.00 $28.85 $12.30
$49.85 07/01/2016 $7.85 $0.00 $29.70 $12.30
$50.75 01/01/2017 $7.85 $0.00 $30.60 $12.30
Issue Date:Wage Request Number:12/26/2013 Page 28 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
PAINTER Local 35 Zone 3 - BRUSH REPAINTApprentice -
07/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $12.55 $7.85 $0.00 $0.00 $20.40 50
2 $13.81 $7.85 $1.49 $0.00 $23.15 55
3 $15.06 $7.85 $1.62 $0.00 $24.53 60
4 $16.32 $7.85 $1.76 $0.00 $25.93 65
5 $17.57 $7.85 $11.24 $0.00 $36.66 70
6 $18.83 $7.85 $11.38 $0.00 $38.06 75
7 $20.08 $7.85 $11.51 $0.00 $39.44 80
8 $22.59 $7.85 $11.78 $0.00 $42.22 90
01/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $12.78 $7.85 $0.00 $0.00 $20.63 50
2 $14.05 $7.85 $1.57 $0.00 $23.47 55
3 $15.33 $7.85 $1.71 $0.00 $24.89 60
4 $16.61 $7.85 $1.85 $0.00 $26.31 65
5 $17.89 $7.85 $11.45 $0.00 $37.19 70
6 $19.16 $7.85 $11.59 $0.00 $38.60 75
7 $20.44 $7.85 $11.73 $0.00 $40.02 80
8 $23.00 $7.85 $12.02 $0.00 $42.87 90
Notes:
Steps are 750 hrs.
Apprentice to Journeyworker Ratio:1:1
PAINTER TRAFFIC MARKINGS (HEAVY/HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)$44.47 12/01/2013 $7.30 $0.00 $26.99 $10.18
$44.97 06/01/2014 $7.30 $0.00 $27.49 $10.18
$45.47 12/01/2014 $7.30 $0.00 $27.99 $10.18
$45.97 06/01/2015 $7.30 $0.00 $28.49 $10.18
$46.47 12/01/2015 $7.30 $0.00 $28.99 $10.18
$46.97 06/01/2016 $7.30 $0.00 $29.49 $10.18
$47.72 12/01/2016 $7.30 $0.00 $30.24 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
PANEL & PICKUP TRUCKS DRIVER
TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $47.35 12/01/2012 $9.07 $0.00 $30.28 $8.00
PIER AND DOCK CONSTRUCTOR (UNDERPINNING AND
DECK)
PILE DRIVER LOCAL 56 (ZONE 3)
$63.77 09/02/2013 $9.80 $0.00 $36.30 $17.67
$64.14 03/03/2014 $9.80 $0.00 $36.67 $17.67
$65.27 09/01/2014 $9.80 $0.00 $37.80 $17.67
$65.67 03/02/2015 $9.80 $0.00 $38.20 $17.67
$66.82 08/31/2015 $9.80 $0.00 $39.35 $17.67
Issue Date:Wage Request Number:12/26/2013 Page 29 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
PILE DRIVER
PILE DRIVER LOCAL 56 (ZONE 3)$63.79 09/02/2013 $9.80 $0.00 $35.82 $18.17
$64.29 03/03/2014 $9.80 $0.00 $36.32 $18.17
$65.42 09/01/2014 $9.80 $0.00 $37.45 $18.17
$65.82 03/02/2015 $9.80 $0.00 $37.85 $18.17
$66.97 08/31/2015 $9.80 $0.00 $39.00 $18.17
PILE DRIVER - Local 56 Zone 3Apprentice -
09/02/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $0.00 $0.00 $0.00 $0.00 $0.00 0
Notes: Apprentice wages shall be no less than the following Steps;
(Same as set in Zone 1)
1$48.02/2$52.03/3$56.04/4$58.05/5$60.05/6$60.05/7$64.06/8$64.06
Apprentice to Journeyworker Ratio:1:3
PIPELAYER
LABORERS - ZONE 3 (BUILDING & SITE)$45.87 12/02/2013 $7.30 $0.00 $27.65 $10.92
$46.53 06/02/2014 $7.30 $0.00 $28.31 $10.92
$47.19 12/01/2014 $7.30 $0.00 $28.97 $10.92
$47.88 06/01/2015 $7.30 $0.00 $29.66 $10.92
$48.56 12/07/2015 $7.30 $0.00 $30.34 $10.92
$49.25 06/06/2016 $7.30 $0.00 $31.03 $10.92
$49.93 12/05/2016 $7.30 $0.00 $31.71 $10.92
For apprentice rates see "Apprentice- LABORER"
PIPELAYER (HEAVY & HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)$44.72 12/01/2013 $7.30 $0.00 $27.24 $10.18
$45.22 06/01/2014 $7.30 $0.00 $27.74 $10.18
$45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18
$46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18
$46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18
$47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18
$47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
PLUMBER & PIPEFITTER
PLUMBERS & PIPEFITTERS LOCAL 104 $58.36 09/17/2013 $8.30 $0.00 $36.31 $13.75
$58.86 03/17/2014 $8.30 $0.00 $36.81 $13.75
$59.36 09/17/2014 $8.30 $0.00 $37.31 $13.75
$60.11 03/17/2015 $8.30 $0.00 $38.06 $13.75
$60.86 09/17/2015 $8.30 $0.00 $38.81 $13.75
$61.86 03/17/2016 $8.30 $0.00 $39.81 $13.75
Issue Date:Wage Request Number:12/26/2013 Page 30 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
PLUMBER/PIPEFITTER - Local 104Apprentice -
09/17/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.34 $8.30 $8.40 $0.00 $33.04 45
2 $18.16 $8.30 $8.40 $0.00 $34.86 50
3 $21.79 $8.30 $8.40 $0.00 $38.49 60
4 $25.42 $8.30 $8.40 $0.00 $42.12 70
5 $29.05 $8.30 $13.75 $0.00 $51.10 80
03/17/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.56 $8.30 $8.40 $0.00 $33.26 45
2 $18.41 $8.30 $8.40 $0.00 $35.11 50
3 $22.09 $8.30 $8.40 $0.00 $38.79 60
4 $25.77 $8.30 $8.40 $0.00 $42.47 70
5 $29.45 $8.30 $13.75 $0.00 $51.50 80
Notes:
Steps are 2000 hrs.
Apprentice to Journeyworker Ratio:1:5
PNEUMATIC CONTROLS (TEMP.)
PLUMBERS & PIPEFITTERS LOCAL 104 $58.36 09/17/2013 $8.30 $0.00 $36.31 $13.75
$58.86 03/17/2014 $8.30 $0.00 $36.81 $13.75
$59.36 09/17/2014 $8.30 $0.00 $37.31 $13.75
$60.11 03/17/2015 $8.30 $0.00 $38.06 $13.75
$60.86 09/17/2015 $8.30 $0.00 $38.81 $13.75
$61.86 03/17/2016 $8.30 $0.00 $39.81 $13.75
For apprentice rates see "Apprentice- PIPEFITTER" or "PLUMBER/PIPEFITTER"
PNEUMATIC DRILL/TOOL OPERATOR (HEAVY &
HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)
$44.72 12/01/2013 $7.30 $0.00 $27.24 $10.18
$45.22 06/01/2014 $7.30 $0.00 $27.74 $10.18
$45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18
$46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18
$46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18
$47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18
$47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
POWDERMAN & BLASTER
LABORERS - ZONE 3 (BUILDING & SITE)$46.62 12/02/2013 $7.30 $0.00 $28.40 $10.92
$47.28 06/02/2014 $7.30 $0.00 $29.06 $10.92
$47.94 12/01/2014 $7.30 $0.00 $29.72 $10.92
$48.63 06/01/2015 $7.30 $0.00 $30.41 $10.92
$49.31 12/07/2015 $7.30 $0.00 $31.09 $10.92
$50.00 06/06/2016 $7.30 $0.00 $31.78 $10.92
$50.68 12/05/2016 $7.30 $0.00 $32.46 $10.92
For apprentice rates see "Apprentice- LABORER"
Issue Date:Wage Request Number:12/26/2013 Page 31 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
POWDERMAN & BLASTER (HEAVY & HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)
$45.47 12/01/2013 $7.30 $0.00 $27.99 $10.18
$45.97 06/01/2014 $7.30 $0.00 $28.49 $10.18
$46.47 12/01/2014 $7.30 $0.00 $28.99 $10.18
$46.97 06/01/2015 $7.30 $0.00 $29.49 $10.18
$47.47 12/01/2015 $7.30 $0.00 $29.99 $10.18
$47.97 06/01/2016 $7.30 $0.00 $30.49 $10.18
$48.72 12/01/2016 $7.30 $0.00 $31.24 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
PUMP OPERATOR (CONCRETE)
OPERATING ENGINEERS LOCAL 98 $51.84 12/01/2013 $9.70 $0.00 $31.68 $10.46
$52.79 06/01/2014 $9.70 $0.00 $32.63 $10.46
$53.74 12/01/2014 $9.70 $0.00 $33.58 $10.46
$54.74 06/01/2015 $9.70 $0.00 $34.58 $10.46
$55.74 12/01/2015 $9.70 $0.00 $35.58 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
PUMP OPERATOR (DEWATERING, OTHER)
OPERATING ENGINEERS LOCAL 98 $51.31 12/01/2013 $9.70 $0.00 $31.15 $10.46
$52.26 06/01/2014 $9.70 $0.00 $32.10 $10.46
$53.21 12/01/2014 $9.70 $0.00 $33.05 $10.46
$54.21 06/01/2015 $9.70 $0.00 $34.05 $10.46
$55.21 12/01/2015 $9.70 $0.00 $35.05 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
READY-MIX CONCRETE DRIVER
TEAMSTERS LOCAL 404 $30.87 05/01/2008 $6.59 $0.00 $19.13 $5.15
RESIDENTIAL WOOD FRAME CARPENTER **
** The Residential Wood Frame Carpenter classification applies
only to the construction of new, wood frame residences that do
not exceed four stories including the basement.CARPENTERS
LOCAL 108 - HAMPDEN HAMPSHIRE
$35.51 09/02/2013 $7.20 $0.00 $22.96 $5.35
$36.26 03/03/2014 $7.20 $0.00 $23.71 $5.35
$37.01 09/01/2014 $7.20 $0.00 $24.46 $5.35
$37.81 03/02/2015 $7.20 $0.00 $25.26 $5.35
$38.61 08/31/2015 $7.20 $0.00 $26.06 $5.35
$39.36 02/29/2016 $7.20 $0.00 $26.81 $5.35
As of 9/1/09 Carpentry work on wood-frame residential WEATHERIZATION projects shall be paid the RESIDENTIAL WOOD FRAME CARPENTER rate.
Issue Date:Wage Request Number:12/26/2013 Page 32 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
CARPENTER (Residential Wood Frame) - 108 Hampden HampshireApprentice -
09/02/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $13.78 $7.20 $0.00 $0.00 $20.98 60
2 $13.78 $7.20 $5.35 $0.00 $26.33 60
3 $14.92 $7.20 $5.35 $0.00 $27.47 65
4 $16.07 $7.20 $5.35 $0.00 $28.62 70
5 $17.22 $7.20 $5.35 $0.00 $29.77 75
6 $18.37 $7.20 $5.35 $0.00 $30.92 80
7 $19.52 $7.20 $5.35 $0.00 $32.07 85
8 $20.66 $7.20 $5.35 $0.00 $33.21 90
03/03/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $14.23 $7.20 $0.00 $0.00 $21.43 60
2 $14.23 $7.20 $5.35 $0.00 $26.78 60
3 $15.41 $7.20 $5.35 $0.00 $27.96 65
4 $16.60 $7.20 $5.35 $0.00 $29.15 70
5 $17.78 $7.20 $5.35 $0.00 $30.33 75
6 $18.97 $7.20 $5.35 $0.00 $31.52 80
7 $20.15 $7.20 $5.35 $0.00 $32.70 85
8 $21.34 $7.20 $5.35 $0.00 $33.89 90
Notes:
** 1: 1-5, 2: 6-8, 3: 9-11
Apprentice to Journeyworker Ratio:**
RIDE-ON MOTORIZED BUGGY OPERATOR
LABORERS - ZONE 3 (BUILDING & SITE)$45.87 12/02/2013 $7.30 $0.00 $27.65 $10.92
$46.53 06/02/2014 $7.30 $0.00 $28.31 $10.92
$47.19 12/01/2014 $7.30 $0.00 $28.97 $10.92
$47.88 06/01/2015 $7.30 $0.00 $29.66 $10.92
$48.56 12/07/2015 $7.30 $0.00 $30.34 $10.92
$49.25 06/06/2016 $7.30 $0.00 $31.03 $10.92
$49.93 12/05/2016 $7.30 $0.00 $31.71 $10.92
For apprentice rates see "Apprentice- LABORER"
ROLLER OPERATOR
OPERATING ENGINEERS LOCAL 98 $50.70 12/01/2013 $9.70 $0.00 $30.54 $10.46
$51.65 06/01/2014 $9.70 $0.00 $31.49 $10.46
$52.60 12/01/2014 $9.70 $0.00 $32.44 $10.46
$53.60 06/01/2015 $9.70 $0.00 $33.44 $10.46
$54.60 12/01/2015 $9.70 $0.00 $34.44 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
ROOFER (Coal tar pitch)
ROOFERS LOCAL 248
$48.00 07/16/2013 $8.55 $0.00 $27.35 $12.10
$49.00 01/01/2014 $8.75 $0.00 $27.90 $12.35
$50.50 07/16/2014 $8.75 $0.00 $29.40 $12.35
$52.00 07/16/2015 $8.75 $0.00 $30.90 $12.35
Issue Date:Wage Request Number:12/26/2013 Page 33 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
For apprentice rates see "Apprentice- ROOFER"
ROOFER (Inc.Roofer Waterproofng &Roofer Damproofg)
ROOFERS LOCAL 248 $47.00 07/16/2013 $8.55 $0.00 $26.85 $11.60
$48.00 01/01/2014 $8.75 $0.00 $27.40 $11.85
$49.50 07/16/2014 $8.75 $0.00 $28.90 $11.85
$51.00 07/16/2015 $8.75 $0.00 $30.40 $11.85
ROOFER - Local 248Apprentice -
07/16/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.11 $8.55 $0.00 $0.00 $24.66 60
2 $17.45 $8.55 $11.60 $0.00 $37.60 65
3 $18.80 $8.55 $11.60 $0.00 $38.95 70
4 $20.14 $8.55 $11.60 $0.00 $40.29 75
5 $21.48 $8.55 $11.60 $0.00 $41.63 80
6 $22.82 $8.55 $11.60 $0.00 $42.97 85
7 $24.17 $8.55 $11.60 $0.00 $44.32 90
8 $25.51 $8.55 $11.60 $0.00 $45.66 95
01/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.44 $8.75 $0.00 $0.00 $25.19 60
2 $17.81 $8.75 $11.85 $0.00 $38.41 65
3 $19.18 $8.75 $11.85 $0.00 $39.78 70
4 $20.55 $8.75 $11.85 $0.00 $41.15 75
5 $21.92 $8.75 $11.85 $0.00 $42.52 80
6 $23.29 $8.75 $11.85 $0.00 $43.89 85
7 $24.66 $8.75 $11.85 $0.00 $45.26 90
8 $26.03 $8.75 $11.85 $0.00 $46.63 95
Notes:
Steps are 750 hrs.Roofer(Tear Off)1:1; Same as above
Apprentice to Journeyworker Ratio:1:3
ROOFER SLATE / TILE / PRECAST CONCRETE
ROOFERS LOCAL 248 $48.00 07/16/2013 $8.55 $0.00 $27.35 $12.10
$49.00 01/01/2014 $8.75 $0.00 $27.90 $12.35
$50.50 07/16/2014 $8.75 $0.00 $29.40 $12.35
$52.00 07/16/2015 $8.75 $0.00 $30.90 $12.35
For apprentice rates see "Apprentice- ROOFER"
SCRAPER
OPERATING ENGINEERS LOCAL 98 $51.31 12/01/2013 $9.70 $0.00 $31.15 $10.46
$52.26 06/01/2014 $9.70 $0.00 $32.10 $10.46
$53.21 12/01/2014 $9.70 $0.00 $33.05 $10.46
$54.21 06/01/2015 $9.70 $0.00 $34.05 $10.46
$55.21 12/01/2015 $9.70 $0.00 $35.05 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
Issue Date:Wage Request Number:12/26/2013 Page 34 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
SELF-POWERED ROLLERS AND COMPACTORS
(TAMPERS)
OPERATING ENGINEERS LOCAL 98
$50.70 12/01/2013 $9.70 $0.00 $30.54 $10.46
$51.65 06/01/2014 $9.70 $0.00 $31.49 $10.46
$52.60 12/01/2014 $9.70 $0.00 $32.44 $10.46
$53.60 06/01/2015 $9.70 $0.00 $33.44 $10.46
$54.60 12/01/2015 $9.70 $0.00 $34.44 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
SELF-PROPELLED POWER BROOM
OPERATING ENGINEERS LOCAL 98 $48.08 12/01/2013 $9.70 $0.00 $27.92 $10.46
$49.03 06/01/2014 $9.70 $0.00 $28.87 $10.46
$49.98 12/01/2014 $9.70 $0.00 $29.82 $10.46
$50.98 06/01/2015 $9.70 $0.00 $30.82 $10.46
$51.98 12/01/2015 $9.70 $0.00 $31.82 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
SHEETMETAL WORKER
SHEETMETAL WORKERS LOCAL 63 $55.50 07/01/2013 $8.64 $1.62 $32.31 $12.93
SHEET METAL WORKER - Local 63Apprentice -
07/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $14.54 $5.65 $3.33 $0.00 $23.52 45
2 $16.16 $5.93 $3.70 $0.00 $25.79 50
3 $17.77 $6.20 $6.66 $0.92 $31.55 55
4 $19.39 $6.47 $6.66 $0.98 $33.50 60
5 $21.00 $6.74 $6.66 $1.03 $35.43 65
6 $22.62 $7.01 $6.66 $1.09 $37.38 70
7 $24.23 $7.28 $6.66 $1.15 $39.32 75
8 $25.85 $7.55 $12.19 $1.37 $46.96 80
9 $27.46 $7.83 $12.19 $1.42 $48.90 85
10 $29.08 $8.10 $12.19 $1.48 $50.85 90
Notes:
Apprentice to Journeyworker Ratio:1:3
SIGN ERECTOR
PAINTERS LOCAL 35 - ZONE 3 $39.93 06/01/2013 $7.07 $0.00 $25.81 $7.05
Issue Date:Wage Request Number:12/26/2013 Page 35 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
SIGN ERECTOR - Local 35 Zone 3Apprentice -
06/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $12.91 $7.07 $0.00 $0.00 $19.98 50
2 $14.20 $7.07 $2.45 $0.00 $23.72 55
3 $15.49 $7.07 $2.45 $0.00 $25.01 60
4 $16.78 $7.07 $2.45 $0.00 $26.30 65
5 $18.07 $7.07 $7.05 $0.00 $32.19 70
6 $19.36 $7.07 $7.05 $0.00 $33.48 75
7 $20.65 $7.07 $7.05 $0.00 $34.77 80
8 $21.94 $7.07 $7.05 $0.00 $36.06 85
9 $23.23 $7.07 $7.05 $0.00 $37.35 90
Notes:
Steps are 4 mos.
Apprentice to Journeyworker Ratio:1:1
SPECIALIZED EARTH MOVING EQUIP < 35 TONS
TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $49.45 12/01/2013 $9.41 $0.00 $31.24 $8.80
$49.80 06/01/2014 $9.41 $0.00 $31.59 $8.80
$50.30 08/01/2014 $9.91 $0.00 $31.59 $8.80
$50.83 12/01/2014 $9.91 $0.00 $31.59 $9.33
$51.18 06/01/2015 $9.91 $0.00 $31.94 $9.33
$51.68 08/01/2015 $10.41 $0.00 $31.94 $9.33
$52.43 12/01/2015 $10.41 $0.00 $31.94 $10.08
$52.93 06/01/2016 $10.41 $0.00 $32.44 $10.08
$53.43 08/01/2016 $10.91 $0.00 $32.44 $10.08
$54.24 12/01/2016 $10.91 $0.00 $32.44 $10.89
SPECIALIZED EARTH MOVING EQUIP > 35 TONS
TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $49.74 12/01/2013 $9.41 $0.00 $31.53 $8.80
$50.09 06/01/2014 $9.41 $0.00 $31.88 $8.80
$50.59 08/01/2014 $9.91 $0.00 $31.88 $8.80
$51.12 12/01/2014 $9.91 $0.00 $31.88 $9.33
$51.47 06/01/2015 $9.91 $0.00 $32.23 $9.33
$51.97 08/01/2015 $10.41 $0.00 $32.23 $9.33
$52.72 12/01/2015 $10.41 $0.00 $32.23 $10.08
$53.22 06/01/2016 $10.41 $0.00 $32.73 $10.08
$53.72 08/01/2016 $10.91 $0.00 $32.73 $10.08
$54.53 12/01/2016 $10.91 $0.00 $32.73 $10.89
SPRINKLER FITTER
SPRINKLER FITTERS LOCAL 669 $56.53 07/01/2013 $8.42 $0.00 $36.53 $11.58
$56.88 01/01/2014 $8.52 $0.00 $36.53 $11.83
$57.61 04/01/2014 $8.52 $0.00 $37.26 $11.83
$57.76 01/01/2015 $8.52 $0.00 $37.26 $11.98
$58.51 04/01/2015 $8.52 $0.00 $38.01 $11.98
$58.66 01/01/2016 $8.52 $0.00 $38.01 $12.13
Issue Date:Wage Request Number:12/26/2013 Page 36 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
SPRINKLER FITTER - Local 669Apprentice -
07/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.44 $7.45 $0.00 $0.00 $23.89 45
2 $18.27 $7.45 $0.00 $0.00 $25.72 50
3 $20.09 $8.42 $5.75 $0.00 $34.26 55
4 $21.92 $8.42 $5.75 $0.00 $36.09 60
5 $23.74 $8.42 $6.00 $0.00 $38.16 65
6 $25.57 $8.42 $6.00 $0.00 $39.99 70
7 $27.40 $8.42 $6.00 $0.00 $41.82 75
8 $29.22 $8.42 $6.00 $0.00 $43.64 80
9 $31.05 $8.42 $6.00 $0.00 $45.47 85
10 $32.88 $8.42 $6.00 $0.00 $47.30 90
01/01/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $16.44 $7.45 $0.00 $0.00 $23.89 45
2 $18.27 $7.45 $0.00 $0.00 $25.72 50
3 $20.09 $8.42 $5.75 $0.00 $34.26 55
4 $21.92 $8.42 $5.75 $0.00 $36.09 60
5 $23.74 $8.42 $6.00 $0.00 $38.16 65
6 $25.57 $8.42 $6.00 $0.00 $39.99 70
7 $27.40 $8.42 $6.00 $0.00 $41.82 75
8 $29.22 $8.42 $6.00 $0.00 $43.64 80
9 $31.05 $8.42 $6.00 $0.00 $45.47 85
10 $32.88 $8.42 $6.00 $0.00 $47.30 90
Notes:
Apprentice to Journeyworker Ratio:1:1
TELECOMMUNICATION TECHNICIAN
ELECTRICIANS LOCAL 7 $54.65 07/01/2013 $9.05 $0.00 $36.36 $9.24
$55.17 12/30/2013 $9.05 $0.00 $36.86 $9.26
Issue Date:Wage Request Number:12/26/2013 Page 37 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
TELECOMMUNICATION TECHNICIAN - Local 7Apprentice -
07/01/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $14.54 $4.00 $0.44 $0.00 $18.98 40
2 $16.36 $4.00 $0.49 $0.00 $20.85 45
3 $18.18 $9.05 $5.20 $0.00 $32.43 50
4 $20.00 $9.05 $5.25 $0.00 $34.30 55
5 $23.63 $9.05 $6.36 $0.00 $39.04 65
6 $25.45 $9.05 $7.41 $0.00 $41.91 70
12/30/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $14.74 $4.00 $0.44 $0.00 $19.18 40
2 $16.59 $4.00 $0.50 $0.00 $21.09 45
3 $18.43 $9.05 $5.20 $0.00 $32.68 50
4 $20.27 $9.05 $5.26 $0.00 $34.58 55
5 $23.96 $9.05 $6.37 $0.00 $39.38 65
6 $25.80 $9.05 $7.42 $0.00 $42.27 70
Notes: Pre-5/31/11 1$35.93/2$37.80/3$39.67/4$41.54/5$43.41/6$45.29
Steps are 800 hours
Apprentice to Journeyworker Ratio:1:1
TERRAZZO FINISHERS
BRICKLAYERS LOCAL 3 (SPR/PITT) - MARBLE & TILE
$56.13 09/02/2013 $10.18 $0.00 $29.94 $16.01
$56.69 03/03/2014 $10.18 $0.00 $30.50 $16.01
$57.66 09/01/2014 $10.18 $0.00 $31.41 $16.07
$58.22 03/02/2015 $10.18 $0.00 $31.97 $16.07
$59.19 08/31/2015 $10.18 $0.00 $32.88 $16.13
$59.76 02/29/2016 $10.18 $0.00 $33.45 $16.13
$60.74 09/05/2016 $10.18 $0.00 $34.36 $16.20
$61.31 02/27/2017 $10.18 $0.00 $34.93 $16.20
Issue Date:Wage Request Number:12/26/2013 Page 38 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
MARBLE-TILE-TERRAZZO FINISHER-Local 3 Marble/Tile (Spr/Pitt)Apprentice -
09/02/2013
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $14.97 $10.18 $16.01 $0.00 $41.16 50
2 $17.96 $10.18 $16.01 $0.00 $44.15 60
3 $20.96 $10.18 $16.01 $0.00 $47.15 70
4 $23.95 $10.18 $16.01 $0.00 $50.14 80
5 $26.95 $10.18 $16.01 $0.00 $53.14 90
03/03/2014
Health Pension
Supplemental
UnemploymentStepApprentice Base Wage Total Ratepercent
Effective Date -
1 $15.25 $10.18 $16.01 $0.00 $41.44 50
2 $18.30 $10.18 $16.01 $0.00 $44.49 60
3 $21.35 $10.18 $16.01 $0.00 $47.54 70
4 $24.40 $10.18 $16.01 $0.00 $50.59 80
5 $27.45 $10.18 $16.01 $0.00 $53.64 90
Notes:
Apprentice to Journeyworker Ratio:1:5
TEST BORING DRILLER
LABORERS - FOUNDATION AND MARINE $54.90 12/01/2013 $7.30 $0.00 $34.70 $12.90
$55.65 06/01/2014 $7.30 $0.00 $35.45 $12.90
$56.40 12/01/2014 $7.30 $0.00 $36.20 $12.90
$57.15 06/01/2015 $7.30 $0.00 $36.95 $12.90
$57.90 12/01/2015 $7.30 $0.00 $37.70 $12.90
$58.65 06/01/2016 $7.30 $0.00 $38.45 $12.90
$59.65 12/01/2016 $7.30 $0.00 $39.45 $12.90
For apprentice rates see "Apprentice- LABORER"
TEST BORING DRILLER HELPER
LABORERS - FOUNDATION AND MARINE $53.62 12/01/2013 $7.30 $0.00 $33.42 $12.90
$54.37 06/01/2014 $7.30 $0.00 $34.17 $12.90
$55.12 12/01/2014 $7.30 $0.00 $34.92 $12.90
$55.87 06/01/2015 $7.30 $0.00 $35.67 $12.90
$56.62 12/01/2015 $7.30 $0.00 $36.42 $12.90
$57.37 06/01/2016 $7.30 $0.00 $37.17 $12.90
$58.37 12/01/2016 $7.30 $0.00 $38.17 $12.90
For apprentice rates see "Apprentice- LABORER"
TEST BORING LABORER
LABORERS - FOUNDATION AND MARINE $53.50 12/01/2013 $7.30 $0.00 $33.30 $12.90
$54.25 06/01/2014 $7.30 $0.00 $34.05 $12.90
$55.00 12/01/2014 $7.30 $0.00 $34.80 $12.90
$55.75 06/01/2015 $7.30 $0.00 $35.55 $12.90
$56.50 12/01/2015 $7.30 $0.00 $36.30 $12.90
$57.25 06/01/2016 $7.30 $0.00 $37.05 $12.90
$58.25 12/01/2016 $7.30 $0.00 $38.05 $12.90
For apprentice rates see "Apprentice- LABORER"
Issue Date:Wage Request Number:12/26/2013 Page 39 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
TRACTORS
OPERATING ENGINEERS LOCAL 98
$50.70 12/01/2013 $9.70 $0.00 $30.54 $10.46
$51.65 06/01/2014 $9.70 $0.00 $31.49 $10.46
$52.60 12/01/2014 $9.70 $0.00 $32.44 $10.46
$53.60 06/01/2015 $9.70 $0.00 $33.44 $10.46
$54.60 12/01/2015 $9.70 $0.00 $34.44 $10.46
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
TRAILERS FOR EARTH MOVING EQUIPMENT
TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $50.03 12/01/2013 $9.41 $0.00 $31.82 $8.80
$50.38 06/01/2014 $9.41 $0.00 $32.17 $8.80
$50.88 08/01/2014 $9.91 $0.00 $32.17 $8.80
$51.41 12/01/2014 $9.91 $0.00 $32.17 $9.33
$51.76 06/01/2015 $9.91 $0.00 $32.52 $9.33
$52.26 08/01/2015 $10.41 $0.00 $32.52 $9.33
$53.01 12/01/2015 $10.41 $0.00 $32.52 $10.08
$53.51 06/01/2016 $10.41 $0.00 $33.02 $10.08
$54.01 08/01/2016 $10.91 $0.00 $33.02 $10.08
$54.82 12/01/2016 $10.91 $0.00 $33.02 $10.89
TUNNEL WORK - COMPRESSED AIR
LABORERS (COMPRESSED AIR)$66.18 12/01/2013 $7.30 $0.00 $45.58 $13.30
$66.93 06/01/2014 $7.30 $0.00 $46.33 $13.30
$67.68 12/01/2014 $7.30 $0.00 $47.08 $13.30
$68.43 06/01/2015 $7.30 $0.00 $47.83 $13.30
$69.18 12/01/2015 $7.30 $0.00 $48.58 $13.30
$69.93 06/01/2016 $7.30 $0.00 $49.33 $13.30
$70.93 12/01/2016 $7.30 $0.00 $50.33 $13.30
For apprentice rates see "Apprentice- LABORER"
TUNNEL WORK - COMPRESSED AIR (HAZ. WASTE)
LABORERS (COMPRESSED AIR)$68.18 12/01/2013 $7.30 $0.00 $47.58 $13.30
$68.93 06/01/2014 $7.30 $0.00 $48.33 $13.30
$69.68 12/01/2014 $7.30 $0.00 $49.08 $13.30
$70.43 06/01/2015 $7.30 $0.00 $49.83 $13.30
$71.18 12/01/2015 $7.30 $0.00 $50.58 $13.30
$71.93 06/01/2016 $7.30 $0.00 $51.33 $13.30
$72.93 12/01/2016 $7.30 $0.00 $52.33 $13.30
For apprentice rates see "Apprentice- LABORER"
TUNNEL WORK - FREE AIR
LABORERS (FREE AIR TUNNEL)
$58.25 12/01/2013 $7.30 $0.00 $37.65 $13.30
$59.00 06/01/2014 $7.30 $0.00 $38.40 $13.30
$59.75 12/01/2014 $7.30 $0.00 $39.15 $13.30
$60.50 06/01/2015 $7.30 $0.00 $39.90 $13.30
$61.25 12/01/2015 $7.30 $0.00 $40.65 $13.30
$62.00 06/01/2016 $7.30 $0.00 $41.40 $13.30
$63.00 12/01/2016 $7.30 $0.00 $42.40 $13.30
For apprentice rates see "Apprentice- LABORER"
Issue Date:Wage Request Number:12/26/2013 Page 40 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
TUNNEL WORK - FREE AIR (HAZ. WASTE)
LABORERS (FREE AIR TUNNEL)$60.25 12/01/2013 $7.30 $0.00 $39.65 $13.30
$61.00 06/01/2014 $7.30 $0.00 $40.40 $13.30
$61.75 12/01/2014 $7.30 $0.00 $41.15 $13.30
$62.50 06/01/2015 $7.30 $0.00 $41.90 $13.30
$63.25 12/01/2015 $7.30 $0.00 $42.65 $13.30
$64.00 06/01/2016 $7.30 $0.00 $43.40 $13.30
$65.00 12/01/2016 $7.30 $0.00 $44.40 $13.30
For apprentice rates see "Apprentice- LABORER"
VAC-HAUL
TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $49.45 12/01/2013 $9.41 $0.00 $31.24 $8.80
$49.80 06/01/2014 $9.41 $0.00 $31.59 $8.80
$50.30 08/01/2014 $9.91 $0.00 $31.59 $8.80
$50.83 12/01/2014 $9.91 $0.00 $31.59 $9.33
$51.18 06/01/2015 $9.91 $0.00 $31.94 $9.33
$51.68 08/01/2015 $10.41 $0.00 $31.94 $9.33
$52.43 12/01/2015 $10.41 $0.00 $31.94 $10.08
$52.93 06/01/2016 $10.41 $0.00 $32.44 $10.08
$53.43 08/01/2016 $10.91 $0.00 $32.44 $10.08
$54.24 12/01/2016 $10.91 $0.00 $32.44 $10.89
WAGON DRILL OPERATOR
LABORERS - ZONE 3 (BUILDING & SITE)$45.87 12/02/2013 $7.30 $0.00 $27.65 $10.92
$46.53 06/02/2014 $7.30 $0.00 $28.31 $10.92
$47.19 12/01/2014 $7.30 $0.00 $28.97 $10.92
$47.88 06/01/2015 $7.30 $0.00 $29.66 $10.92
$48.56 12/07/2015 $7.30 $0.00 $30.34 $10.92
$49.25 06/06/2016 $7.30 $0.00 $31.03 $10.92
$49.93 12/05/2016 $7.30 $0.00 $31.71 $10.92
For apprentice rates see "Apprentice- LABORER"
WAGON DRILL OPERATOR (HEAVY & HIGHWAY)
LABORERS - ZONE 3 (HEAVY & HIGHWAY)
$44.72 12/01/2013 $7.30 $0.00 $27.24 $10.18
$45.22 06/01/2014 $7.30 $0.00 $27.74 $10.18
$45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18
$46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18
$46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18
$47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18
$47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
WATER METER INSTALLER
PLUMBERS & PIPEFITTERS LOCAL 104 $58.36 09/17/2013 $8.30 $0.00 $36.31 $13.75
$58.86 03/17/2014 $8.30 $0.00 $36.81 $13.75
$59.36 09/17/2014 $8.30 $0.00 $37.31 $13.75
$60.11 03/17/2015 $8.30 $0.00 $38.06 $13.75
$60.86 06/17/2015 $8.30 $0.00 $38.81 $13.75
$61.86 03/17/2016 $8.30 $0.00 $39.81 $13.75
For apprentice rates see "Apprentice- PLUMBER/PIPEFITTER" or "PLUMBER/GASFITTER"
Issue Date:Wage Request Number:12/26/2013 Page 41 of 4220131226-024
Classification Total RateBase Wage Health Pension Supplemental
UnemploymentEffective Date
Additional Apprentice Information:
Minimum wage rates for apprentices employed on public works projects are listed above as a percentage of the pre-determined hourly wage rate established by the
Commissioner under the provisions of the M.G.L. c. 149, ss. 26-27D. Apprentice ratios are established by the Division of Apprenticeship Training pursuant to M.G.L.
c. 23, ss. 11E-11L.
All apprentices must be registered with the Division of Apprenticeship Training in accordance with M.G.L. c. 23, ss. 11E-11L.
All steps are six months (1000 hours) unless otherwise specified.
* Ratios are expressed in allowable number of apprentices to journeymen or fraction thereof.
** Multiple ratios are listed in the comment field.
*** APP to JM; 1:1, 2:2, 2:3, 3:4, 4:4, 4:5, 4:6, 5:7, 6:7, 6:8, 6:9, 7:10, 8:10, 8:11, 8:12, 9:13, 10:13, 10:14, etc.
**** APP to JM; 1:1, 1:2, 2:3, 2:4, 3:5, 4:6, 4:7, 5:8, 6:9, 6:10, 7:11, 8:12, 8:13, 9:14, 10:15, 10:16, etc.
Issue Date:Wage Request Number:12/26/2013 Page 42 of 4220131226-024
General Requirements
SUMMARY OF WORK
Section 01010 - Page 1
SECTION 01010
SUMMARY OF WORK
PART 1 GENERAL
1.01 WORK COVERED BY CONTRACT DOCUMENTS/REQUIREMENTS INCLUDED
A. The work of this Contract includes all labor and materials necessary to
complete all work required for the Roof Replacement at the RK Finn Ryan
Road School, 498 Ryan Road, Northampton, MA 01060 in accordance with
the Contract Documents as prepared by Roy S. Brown, Architects, 85 Chilson
Road, Wilbraham, Massachusetts subject to additions and deductions
according to the terms and conditions of the Contract. Included under the
scope of work of this section is the replacement of any existing construction
damaged during the course of the job.
1.02 RELATED REQUIREMENTS
A. Advertisement to Bid
B. Instructions to Bidders
C. Proposal Forms
D. Contract and Construction Forms
E. General Conditions
F. Supplementary General Conditions
G. Special Conditions
H. Technical Specifications
I. Contract Drawings
1.03 WORK COVERED BY CONTRACT DOCUMENTS
A. Scope of Work:
1. The General Contractor for this project will be responsible for the
following scope of work items:
a. All staging, lifting, hoisting, and protection.
b. Remove existing single-ply roofing membrane and wet insulation in
areas where wet insulation is shown on the drawings and replace with
new, including vapor retarder on the deck. Prior to start of work, owner
will have exact locations of wet insulation painted on roof.
c. In all other areas, slice up the existing membrane, install tapered
insulation only where indicated on the drawings to alleviate isolated
ponding, install 1” rigid insulation and new roofing system including,
but not limited to: single-ply roofing membrane, flashings, blocking,
sealants and walk pads.
SUMMARY OF WORK
Section 01010 - Page 2
d. Install structural tie downs from walls to roof where shown on the
drawings.
e. Clean, paint and reinstall roof drains with new cast iron
strainers where required and all other items necessary for a
complete watertight installation.
f. Disposal of items not scheduled for relocation or reuse, or not
scheduled for return to Owner. Return items to Owner as noted.
g. Contractor will be responsible for all other work that is shown in the
Contract Documents that is not specifically identified to be that of
others, including all work that is shown in the Contract Documents
that is not identified as being any Contractor’s specific responsibility.
h. The Contractor will be responsible for all cutting and patching to match.
i. Furnish and install new construction as indicated in the Contract
Documents.
2. Contract Documents: The Plans and Specifications show the extent of the
Contract requirements. Generally, most scope of work items appear both in
the Drawings and Specifications. However, if a certain scope of work item
only appears either in the Contract Drawings or Contract Specifications, it
will not be an excuse or argument on the part of a Contractor that the scope
of work is not adequately defined. Therefore, if any work is singularly shown
in either the Contract Drawings or Contract Specifications, then that item will
be a contractual responsibility of the contractor involved.
3. Related requirements in other parts of the project manual:
a. Conditions of the Contract: Additional requirements of all parties to
the Contract.
1.04 WORK NOT SPECIFICALLY ASSIGNED TO THE GENERAL CONTRACTOR
A. The Owner understands that he will receive a complete product. All items
expressly stated or reasonably implied by the Drawings or Specifications or
both are to be included to insure that complete product.
1.05 CONTRACT
A. Construct the work under a Lump Sum Amount, in accordance with the
conditions of the agreement between Contractor and Owner, including
provisions for liquidated damages.
B. The Contractor shall:
1. Place tax exemption certificate number on invoices for materials
incorporated in the work.
2. Furnish copies of invoices to Owner.
SUMMARY OF WORK
Section 01010 - Page 3
3. Upon completion of work, file with the Owner notarized statement that all
purchases made under tax exemption certificate were entitled to be exempt.
4. Pay legally assessed penalties for improper use of exemption certificate
number.
1.06 EXAMINATION OF SITE AND DOCUMENTS
A. Visit the site and examine Contract Documents before submitting a bid.
Inspect and be thoroughly familiar with the same and conditions under which
work will be carried out. Neither the Owner nor the Architect will be responsible
for errors, omissions and/or charges for extra work arising from the Contractor's
failure to familiarize himself with the Contract Documents or existing conditions.
By submitting a bid, the bidder agrees and warrants that he had the opportunity
to examine the site and the Contract Documents, that he is familiar with the
conditions and requirements of both and, where there is required in any part of
the work a given result to be produced, that the Contract Documents are
adequate and that he will produce the required results.
1.07 CONTRACTOR'S USE OF PREMISES
A. Confine operations at site to areas permitted by:
1. Law
2. Ordinances
3. Permits
4. Contract Limit Lines
B. Parking of Contractor's vehicles or those of his Subcontractors will only be
allowed in parking areas designated by the Owner.
C. Do not unreasonably encumber site with materials or equipment.
D. Do not load structure with weight that will endanger structure.
E. Assume full responsibility for protection and safekeeping of products stored on
premises.
F. Move any stored products which interfere with operations of Owner or other
Contractors.
G. Obtain and pay for use of additional storage or work areas needed for
operations beyond designated areas shown on Site Plan.
H. Limit use of site to work and storage.
I. Do not store closed-cell polystyrene or hazardous materials within the building.
Storage of such materials outside the building shall be with proper
precautionary measures taken against fire.
J. The Contractor shall be responsible for adequate site drainage during the
entire construction period by any temporary means which shall not adversely
affect construction progress or abutting property.
SUMMARY OF WORK
Section 01010 - Page 4
1.08 SAFETY REGULATIONS
A. This project is subject to compliance with Public Law 91-596, "Occupational Safety
and Health Act of 1970" (OSHA), with respect to all rules and regulations
pertaining to construction, including Volume 36, Numbers 75 and 105, of the
Federal Register, as amended, and as published by the U.S. Department of Labor.
1.09 USE AND OCCUPANCY PRIOR TO ACCEPTANCE
A. The Owner will occupy the site for normal functions during normal schedules
the entire period of construction.
B. The guarantee period called for by the Contract Documents shall not
commence until Substantial Completion of all work under the Contract.
C. Occupancy of the building or any portion thereof by the Owner shall not
constitute an acceptance of the work or portion thereof nor relieve Contractor
of responsibility to perform any work required by Contract Documents but not
completed at time of occupancy.
D. The Contractor shall not be required to furnish heat, light and water used in the
building or portion of building so occupied without proper remuneration thereof.
1.10 FIELD ENGINEERING DATA
A. Be responsible for properly laying out the work and for lines and measurements
for the work. Verify the figures shown on the Drawings before laying out the work
and report errors or inaccuracies to the Architect before commencing work.
B. The General Contractor shall establish necessary reference lines and elevations
to lay out the work. Be responsible for the proper location and level of the work
and for the maintenance of the referenced lines and bench marks. Establish
bench marks and axis lines at each floor showing exact floor elevations and
other lines and dimensional reference points as required by the Technical
Sections of the Specifications; the marking and layout of walls and partitions.
C. The General Contractor shall verify periodically that portions of the work are
located in accordance with the Drawing and at the required elevations.
END OF SECTION
ALTERNATES
Section 01015 - Page 1
SECTION 01015
ALTERNATES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. This Section identifies each Alternate by number and describes the basic
charges to be incorporated into the work by specific provisions in the Owner-
Contractor Agreement.
1.02 RELATED REQUIREMENTS
A. Bidding Documents: Method of quotation at the cost of each Alternate, and
the basis of the Owner's acceptance of Alternates.
B. Owner-Contractor Agreement. Incorporation of Alternates into the work.
C. Sections of the Specifications as listed under the respective Alternates.
D. Referenced Sections of the Specifications stipulate pertinent requirements for
products and methods to achieve the work stipulated under each Alternate.
E. Coordinate pertinent related work and modify surrounding work as required to
properly integrate the work under each Alternate, and to provide the complete
construction required by Contract Documents.
1.03 DESCRIPTION OF ALTERNATES
A. The Base Bid includes all the work shown on the drawings and specified
herein except for the following Add Alternates:
B. Alternate #1: Add the reroofing of approximately 3200 S.F. of the lower level
roof on the northeast corner of the building, including the structural
reinforcement in that area.
C. Alternate #2: Add the reroofing of approximately 5500 S.F. of the lower level
roof on the southeast corner of the building, including the structural
reinforcement in that area.
END OF SECTION
APPLICATIONS FOR PAYMENT
Section 01027 - Page 1
SECTION 01027
APPLICATIONS FOR PAYMENT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Procedures for preparation and submittal of Applications for Payment.
1.02 RELATED REQUIREMENTS
A. Owner/Contractor Agreement: Contract Sum, Amounts of Progress
Payments, Retainages and Times for Submittal.
B. General Conditions of the Contract.
C. Special Conditions
D. Supplementary General Conditions
E. Section 01710: Contract Closeout Procedures.
1.03 FORMAT
A. A.I.A. Document G702 - Application and Certificate for Payment.
B. A.I.A. Document G703 - Continuation Sheet.
1.04 PREPARATION OF APPLICATION
A. Type required information
B. Execute certification by signature of authorized officer.
C. Provide dollar value in each column for each line item for portion of work
performed and for stored products.
D. List each authorized Change Order as an extension on Continuation Sheet,
listing Change Order Number and dollar amount as for an original item of
work.
E. Prepare Application for Final Payment as specified in Section 01701.
1.05 SUBMITTAL PROCEDURES
A. Submit three (3) copies of each Application for Payment at times
stipulated in Agreement.
APPLICATIONS FOR PAYMENT
Section 01027 - Page 2
1.06 SUBSTANTIATING DATA
A. When Architect requires substantiating information, submit data justifying
line item amounts in question.
B. Provide one (1) copy of data with cover letter for each copy of submittal.
Show application number and date, and line item by number and
description.
END OF SECTION
CHANGE ORDER PROCEDURES
Section 01028 - Page 1
SECTION 01028
CHANGE ORDER PROCEDURES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Procedures for processing Change Orders.
1.02 RELATED REQUIREMENTS
A. Owner/Contractor Agreement: Monetary values of established unit
process.
B. General Conditions
C. Section 01027: Applications for Payment
D. Section 01310: Progress Schedules
E. Section 01630: Product Options and Substitutions
F. Section 01701: Contract Closeout Procedures
G. Section 01720: Project Record Documents
1.03 SUBMITTALS
A. Submit name of individual authorized to accept changes and to be
responsible for informing others in Contractor’s employ of changes in the
work.
B. Change Order Forms: A.I.A. Document G701 or equivalent
1.04 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME
A. Maintain detailed records of work done on a time and material basis.
Provide full information required for evaluation of proposed changes and
to substantiate costs of changes in the work.
B. Document each quotation for a change in cost or time with sufficient data
to allow evaluation of the quotation.
C. On request, provide additional data to support computations:
1. Quantities of products
2. Taxes, insurance, bonds
CHANGE ORDER PROCEDURES
Section 01028 - Page 2
3. Overhead and profit
4. Justification for any change in contract time.
5. Credit for deletions from contract, similarly documented
D. Support each claim for additional costs and for work done on a time and
material basis with additional information:
1. Origin and date of claim.
2. Dates and times work was performed, and by whom.
3. Time records and wage rates paid
4. Invoices and receipts for products, equipment and subcontracts.
1.05 PRELIMINARY PROCEDURES
A. Architect may submit a proposal request which includes: Detailed
description of change with supplementary or revised Drawings and
Specifications, the projected time for executing the change with a
stipulation of any overtime work required, and the period of time during
which the requested price will be considered valid.
B. Contractor may initiate a change by submittal of a request to Architect
describing the proposed change with a statement of the reason for the
change, the effect on Contract Sum and Contract Time with full
documentation, and a statement of the effect on work of separate
contractors. Document any requested substitutions in accordance with
Section 01630.
1.06 CONSTRUCTION CHANGE AUTHORIZATION/WORK DIRECTIVE CHANGE
A. Architect may issue a directive signed by Owner, instructing contractor to
proceed with a change in the work, for subsequent inclusion in a Change
Order.
B. Directive will describe changes in the work and will designate a method of
determining any change in the Contract Time or Contract Sum.
1.07 LUMP SUM/FIXED PRICE CHANGE ORDER
A. Will be based upon proposal request and contractor’s lump sum quotation
or contractor’s request for Change Order as approved by Architect.
1.08 UNIT PRICE CHANGE ORDER
A. For predetermined unit prices and quantities, change order will be
executed on a fixed price basis.
B. For unit costs or quantities of units of work which are not predetermined,
execute work under a Construction Change Authorization. Changes in
CHANGE ORDER PROCEDURES
Section 01028 - Page 3
Contract Time or Contract Sum will be computed as specified for time and
material change order.
1.09 TIME AND MATERIAL CHANGE ORDER
A. Submit itemized account and supporting data after completion of change,
within time limits in Conditions of the Contract.
B. Architect will determine the change allowable in Contract Sum and
Contract Time as provided in Conditions of the Contract.
1.10 EXECUTION OF CHANGE ORDERS
A. Architect will issue Change Orders for signatures of parties as provided in
the Conditions of the Contract.
1.11 CORRELATION OF CONTRACTOR SUBMITTALS
A. Promptly revise Application for Payment forms to record each authorized
Change Order as a separate line item and adjust Contract Sum as shown
on Change Order.
B. Promptly revise Progress Schedules to reflect any change in Contract
Time; revise Sub-schedules to adjust times for other items of work
affected by the change and resubmit.
C. Promptly enter changes in Project Record Documents.
1.12 OVERHEAD, PROFIT & BOND LIMITS
A. When change order work is approved, the Owner will approve the
following maximums above the direct costs.
1. Where only the general bidder (or his direct sub-contractors) are
involved, 10% overhead and profit plus 1% bond.
END OF SECTION
COORDINATION
Section 01040 - Page 1
SECTION 01040
COORDINATION
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Coordination of the work of each contract
1.02 RELATED REQUIREMENTS
A. Section 01010: Summary of Work
B. Section 01045: Cutting and Patching
C. Section 01200: Project Meetings
D. Section 01340: Shop Drawings, Product Data, and Samples
E. Section 01630: Product Options and Substitutions
F. Section 01701: Contract Closeout Procedures
1.03 DESCRIPTION
A. Coordinate scheduling, submittals, and work of the various sections of the
specifications to assure efficient and orderly sequence of installation of
construction elements, with provisions for accommodating items to be
installed later. Coordinate under direction of the Owner’s representative.
B. Coordinate work with siding contractor who will be working on site
concurrently.
C. Coordinate temporary office space with Owner.
1.04 COORDINATION OF SUBMITTALS
A. Schedule and coordinate submittals specified in Section 01340.
B. Coordinate work of various sections having interdependent responsibilities
for installing, connecting to, and placing in service, such equipment.
C. Coordinate requests for substitutions to assure compatibility of space, of
operating elements, and effect on work of other sections.
COORDINATION
Section 01040 - Page 2
1.05 COORDINATION
A. Coordinate timing of roof replacement with school principal at
preconstruction meeting and daily while school is in session.
1.06 COORDINATION OF CONTRACT CLOSEOUT
A. Coordinate completion and clean-up of work of separate sections in
preparation for substantial completion.
B. After Owner occupancy of premises, coordinate access to site by various
sections for correction, with Contract Documents, to minimize disruption of
Owner’s activities.
C. Assemble and coordinate closeout submittals specified in Section 01701.
1.07 COORDINATION OF PHASING OF THE CONSTRUCTION WORK
A. The Contractor shall coordinate his work with the Owner in terms of
phasing the work so that it will be a minimum hindrance to the Owner.
END OF SECTION
CUTTING AND PATCHING
Section 01045 - Page 1
SECTION 01045
CUTTING AND PATCHING
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Requirements and limitations for cutting and patching of work.
1.02 RELATED REQUIREMENTS
A. Section 01010: Summary of Work
B. Section 01120: Alteration Project Procedures
C. Section 01630: Substitutions and Product Options
D. Individual Specification Sections:
1. Cutting and patching incidental to work of the section.
2. Advance notification to other sections of openings required in work
of those sections.
3. Limitations on cutting structural members.
1.03 SUBMITTALS
A. Submit written request in advance of cutting or alteration which affects:
1. Structural integrity of any element of project.
2. Integrity of weather-exposed or moisture resistant element.
3. Efficiency, maintenance or safety of any operational element.
4. Visual qualities of sight-exposed elements.
5. Work of Owner or separate contractor.
B. Include in request:
1. Identification of project
2. Location and description of affected work
3. Necessity for cutting or alteration.
4. Description of proposed work
5. Alternatives for cutting and patching
6. Effect on work of Owner or separate Contractor
7. Written permission of affected separate contractor
8. Date and time work will be executed
CUTTING AND PATCHING
Section 01045 - Page 2
PART 2 PRODUCTS
2.01 MATERIALS
A. Those required for original installation.
B. For any change in materials, submit request for substitution under
provisions of Section 01630.
PART 3 EXECUTION
3.01 GENERAL
A. Execute cutting, fitting and patching, including excavation and fill, to
complete work and to:
1. Fit the several parts together to integrate with other work.
2. Uncover work to install ill-timed work
3. Remove and replace defective and non-conforming work.
4. Remove samples of installed work for testing.
5. Provide openings in elements of work for penetrations of mechanical,
plumbing and electrical work.
3.02 INSPECTION
A. Inspect existing conditions, including elements subject to damage or
movement during cutting and patching.
B. After uncovering, inspect conditions, including elements subject to
damage or movement during cutting and patching.
C. Beginning of cutting means acceptance of existing conditions.
3.03 PREPARATION
A. Provide supports to assure structural integrity of surroundings, devices
and methods to protect other portions of project from damage.
B. Provide protection from elements for areas which may be exposed by
uncovering work; maintain excavations free of water.
3.04 PERFORMANCE
A. Execute work by methods to avoid damage to other work, and which will
provide proper surfaces to receive patching and finishing.
B. Employ original installer to perform cutting and patching for weather
exposed and moisture resistant elements, and sight exposed surfaces.
CUTTING AND PATCHING
Section 01045 - Page 3
C. Cut rigid materials using masonry saw or core drill. Pneumatic tools are
not allowed without prior approval.
D. Restore work with new products in accordance with requirements of
Contract Documents.
E. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations
through surfaces.
F. At penetrations of fire-rated wall, ceiling or floor construction, completely
seal voids with fire-rated material, full thickness of the construction
element.
G. Refinish surfaces to match adjacent finishes. For continuous surfaces,
refinish to nearest intersection; for an assembly, refinish entire unit.
END OF SECTION
REFERENCE STANDARDS
Section 01090 - Page 1
SECTION 01090
REFERENCE STANDARDS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Applicability of Reference Standards.
B. Provision of Reference Standards at site.
C. Acronyms used in Contract Documents for Reference Standards.
Source of Reference Standards
1.02 RELATED REQUIREMENTS
A. General Conditions of the Contract
1.03 QUALITY ASSURANCE
A. For products or workmanship specified by association, trade or Federal
Standards, comply with requirements of the standard, except when more
rigid requirements are specified or are required by applicable codes.
B. The date of the standard is that in effect as of the Bid date or date of
Owner-Contractor Agreement when there are no bids, except when a
specific date is specified.
C. When required by individual Specifications Sections, obtain copy of
standard. Maintain copy at jobsite during submittals, planning and
progress of the specific work until substantial completion.
1.04 SCHEDULE OF REFERENCES
AA Aluminum Association
818 Connecticut Avenue, N.W.
Washington, D.C. 20005
ACI American Concrete Institute
Box 19150, Reford Station
Detroit, Michegan 48219
ANSI American National Standards Institute
1430 Broadway
New York, New York 10018
ASTM American Society for Testing and Materials
1916 Race Street
Philadelphia, Pennsylvania 19103
REFERENCE STANDARDS
Section 01090 - Page 2
AWI Architectural Woodwork Institute
2310 South Walter Reed Drive
Arlington, Virginia 22206
AWS American Welding Society
550 LeJeune Road
Miami, Florida 33135
FM Factory Mutual System
1151 Boston-Providence Turnpike
Norwood, Massachusetts 02062
GA Gypsum Association
1603 Orrington Avenue
Evanston, Illinois 60201
NAAMM National Association of Architectural Metal Manufacturers
221 North LaSalle Street
Chicago, Illinois 60601
PS Product Standard
U.S. Department of Commerce
Washington, D.C. 20203
SDI Steel Deck Institute
Box 3812
St. Louis, Missouri 63122
UL Underwriters Laboratories, Inc.
333 Pfingston Road
Northbrook, Illinois 60062
END OF SECTION
ALTERATION PROJECT PROCEDURES
Section 01120 - Page 1
SECTION 01120
ALTERATION PROJECT PROCEDURES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Coordinate work of trades and schedule elements of alterations and
renovation work by procedures and methods to expedite completion of
the work.
B. Remove and reinstall existing items as necessary to provide access to
allow alterations and new work to proceed. Include such items as:
1. Repair or removal of hazardous or unsanitary conditions.
2. Removal of abandoned items and items serving no useful purpose,
such as abandoned piping, conduit and wiring.
3. Removal of unsuitable or extraneous materials not marked for
salvage, such as abandoned furnishings and metals and deteriorated
concrete.
4. Cleaning of surfaces and removal of surface finishes as needed to
install new work and finishes.
1.02 RELATED REQUIREMENTS
A. Section 01310: Construction Schedules
1.03 SEQUENCE AND SCHEDULES
A. Schedule work in the sequences and within times specified in
Section 01010.
1.04 ALTERATIONS, CUTTING AND PROTECTION
A. Assign the work of moving, removal, and reinstallation to trades qualified
to perform the work in a manner to cause least damage to each type of
work, and provide means of returning surfaces to appearance of new work.
B. Perform removal and reinstallation work to remove minimum necessary,
and in a manner to avoid damage to adjacent work.
1. Remove and reinstall existing items by methods to terminate
surfaces in a straight line or at a natural point of division.
C. Protect existing finishes, equipment, and adjacent work which is
scheduled to remain, from damage.
ALTERATION PROJECT PROCEDURES
Section 01120 - Page 2
1. Protect existing and new work from weather and extremes of
temperatures.
a. Provide weather protection, waterproofing, heat and humidity
control as needed to prevent damage to remaining existing
work and to new work.
D. Provide temporary enclosures as specified in Section 01520, to separate
work areas from existing building and from areas occupied by Owner,
and to provide weather protection.
PART 2 PRODUCTS
2.01 PRODUCTS FOR PATCHING AND EXTENDING WORK
A. General Requirements that work be complete:
1. Provide same products or types of construction as that in existing
structure, as needed to patch, extend or match existing work.
a. Generally Contract Documents will not define products or
standards of workmanship present in existing construction;
Contractor shall determine products by inspection and any
necessary testing and workmanship by use of the existing as
a sample of comparison.
2. Presence of a product, finish or type of construction, requires that
patching, extending or matching shall be performed as necessary to
make work complete and consistent to identical standards of quality.
PART 3 EXECUTION
3.01 PERFORMANCE
A. Patch and extend existing work using skilled mechanics who are capable
of matching existing quality of workmanship. Quality of patched or
extended work shall be not less than that specified for new work.
3.02 DAMAGED SURFACES
A. Patch and replace any portion of an existing finished surface which is
found to be damaged, lifted, discolored, or shows other imperfections,
with matching material.
1. Provide adequate support of substrate prior to patching the finish.
2. Refinish patched portions of painted or coated surfaces in a manner
to produce uniform color and texture over entire surface.
3. When existing surface finish cannot be matched, refinish entire
surface to nearest intersections.
ALTERATION PROJECT PROCEDURES
Section 01120 - Page 3
3.03 TRANSITION FROM EXISTING TO NEW WORK
A. When new work abuts or finished flush with existing work, make a
smooth and workmanlike transition. Patched work shall match existing
adjacent work in texture and appearance so that the patch or transition is
invisible at a distance of five feet.
1. When finished surfaces are cut in such a way that a smooth
transition with new work is not possible, terminate existing surface in
a neat manner along a straight line at a natural line of division, and
provide trim appropriate to finished surface.
B. Finish patches to produce uniform finish and texture over entire area.
When finish cannot be matched, refinish entire surface to nearest
intersections.
3.04 CLEANING
A. In addition to cleaning specified in Section 01569, clean owner -
occupied areas of work daily.
END OF SECTION
PROJECT MEETINGS
Section 01200 - Page 1
SECTION 01200
PROJECT MEETINGS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall schedule and administer pre-construction meeting,
periodic progress meetings, and specially called meetings throughout
progress of the work.
1. Prepare agenda for meetings
2. Make physical arrangements for meetings
B. Representatives of Contractors, Subcontractors, and Suppliers
attending meetings shall be qualified and authorized to act on behalf of
the entity each represents.
C. Architect may attend meetings to ascertain that work is expedited
consistent with Contract Documents and construction schedules.
1.02 RELATED REQUIREMENTS
A. Section 01310: Construction Schedules
B. Section 01340: Shop Drawings, Product Data and Samples
C. Section 01720: Project Record Documents
D. Section 01730: Operation and Maintenance Data
1.03 PRE-CONSTRUCTION MEETINGS
A. Schedule within 15 days after date of execution of Contract.
B. Location: A central site, convenient for all parties, designated by the
contractor.
C. Attendance: Owner’s representative, architect and his professional
consultants, contractor’s superintendent, major subcontractors.
D. Suggested agenda:
1. Distribution and discussion of:
a. List of major subcontractors and suppliers
b. Project construction schedules.
PROJECT MEETINGS
Section 01200 - Page 2
2. Critical work sequencing
3. Major equipment deliveries and priorities
4. Project coordination: Designation of responsible personnel
5. Procedures and processing of:
a. Field decisions
b. Proposal requests
c. Submittals
d. Change orders
e. Applications for payment
6. Adequacy of distribution of Contract Documents
7. Procedures for maintaining Record Documents
8. Use of premises:
a. Office, work and storage areas
b. Owner’s requirements
9. Construction facilities, controls and construction aids
10. Temporary utilities
11. Safety and first aid procedures
12. Security procedures
13. Housekeeping procedures
1.04 PROGRESS MEETINGS
A. Schedule regular periodic meetings as required
B. Hold called meetings as required by progress of the work
C. Location of meetings: Project field office of contractor or meeting room
designated by the Owner. No smoking in project
meetings.
D. Attendance:
1. Architect and his professional consultants as needed.
2. Subcontractors as appropriate to the agenda
3. Suppliers as appropriate to the agenda
4. Others
E. Suggested Agenda:
1. Review of work progress since previous meeting
2. Field observations, problems, and conflicts
3. Problems which impede construction schedule
4. Review of off-site fabrication, delivery schedules
PROJECT MEETINGS
Section 01200 - Page 3
5. Corrective measures and procedures to regain projected
schedule
6. Revisions to Construction Schedule
7. Progress schedule during succeeding work period
8. Coordination of schedules
9. Review submittal schedules; expedite as required.
10. Maintenance of quality standards
11. Pending changes and substitutions
12. Review proposed changes for:
a. Effect on Construction Schedule and on completion date.
b. Effect on other contracts of the project
13. Other business
END OF SECTION
SUBMITTALS
Section 01300 - Page 1
SECTION 01300
SUBMITTALS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Procedures
B. Construction Progress Schedules
C. Schedule of Values
D. Shop Drawings
E. Product Data
F. Samples
G. Manufacturer’s Certificates
1.02 RELATED REQUIREMENTS
A. Section 01010: Summary of Work: Work Sequence
B. Section 01027: Applications for Payment: Submittal of Applications
C. Section 01720: Project Record Documents
1.03 PROCEDURES
A. Deliver submittals to Architect/Engineer at address listed on cover of
Project Manual.
B. Transmit each item under Architect/Engineer form. Identify project,
contractor, subcontractor, major supplier; identify pertinent drawing sheet
and detail number, and specification section number as appropriate.
Identify deviations from Contract Documents. Provide space for
contractor and Architect/Engineer review stamps.
C. Submit initial progress schedules, schedules of value in duplicate within
(5) days after award of contract. After review by Architect/Engineer revise
and resubmit as required. Submit revised schedules with each Application
for Payment, every (30) days, reflecting changes since previous submittal.
D. Comply with progress schedule for submittals related to work progress.
Coordinate submittal of related items.
SUBMITTALS
Section 01300 - Page 2
E. After Architect/Engineer review of submittals to concerned persons,
instruct recipients to promptly report any inability to comply with
provisions.
1.04 CONSTRUCTION PROGRESS SCHEDULES
A. Show submittal dates requires for Shop Drawings, Product Data, and
Samples, and product delivery dates, including those furnished by Owner
and those under allowances.
1.05 SHOP DRAWINGS
A. Submit the number of opaque reproductions which contractor requires,
plus two copies which will be retained by Architect/Engineer.
B. At conclusion of project provide one (1) loose leaf bound set and one CD
of submittals to the Owner. See Section 01720.
1.06 PRODUCT DATA
A. Mark each copy to identify applicable products, models, options, and other
data; supplement manufacturer’s standard data to provide information
unique to the work. Include manufacturer’s installation instructions when
required by the Specification section.
B. Submit the number of copies which contractor requires plus two copies
which will be retained by Architect/Engineer.
1.07 SAMPLES
A. Submit samples within (5) days after date of contract to Architect.
B. Submit samples to illustrate functional characteristics of the product, with
integral parts and attachment devices. Coordinate submittal of different
categories for interfacing work.
C. Include identification on each sample, giving full information.
D. Submit the number specified in respective Specification section; one will
be retained by Architect/Engineer. Reviewed samples which may be used
in the work area are indicated in the Specifications section.
1.08 MANUFACTURER’S CERTIFICATES
A. Submit certificates in duplicate, in accordance with requirements of each
Specification section.
END OF SECTION
PROGRESS SCHEDULES
Section 01310 Page - 1
SECTION 01310
PROGRESS SCHEDULES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Procedures for Preparation and Submittal of Construction Progress
Schedules and Periodic Updating
1.02 RELATED REQUIREMENTS
A. Section 01010: Summary of the Work
B. Section 01027: Applications for Payment
C. Section 01200: Project Meetings
D. Section 01340: Shop Drawings, Product Data and Samples
1.03 FORMAT
A. Prepare schedules as a horizontal bar chart with separate bar for each
major portion of work or operation, identifying first work day of each week.
B. Sequencing of Listings: The chronological order of the start of each item
of work.
C. Scale and Spacing: To provide space for notations and revisions
D. Sheet Size: Multiple of 8-1/2” x 11”
1.04 CONTENT
A. Show complete sequence of construction by activity, with dates for
beginning and completion of each element of construction.
B. Identify each item by major Specification Section number.
C. Identify work of separate stages and other logically grouped activities
D. Provide sub-schedules to define critical portions of entire schedule.
E. Show accumulated percentage of completion of each item, and total
percentage of work complete, as of the first day of each month,
PROGRESS SCHEDULES
Section 01310 Page - 2
F. Provide separate schedule of submittal date for shop drawings, product
data and samples, including Owner furnished products and dates
reviewed submittals will be required from Architect. Show decision dates
for selection of finishes. Show delivery dates for Owner-furnished
products.
1.05 REVISIONS TO SCHEDULES
A. Indicate progress of each activity to date of submittal, and projected
completion date of each activity.
B. Identify activities modified since previous submittal, major changes in
scope, and other identifiable changes.
C. Provide narrative report to define problem areas, anticipated delays, and
impact on schedule. Report corrective action taken, or proposed, and its
effect, including effect on changes on schedules of separate contractors.
1.06 SUBMITTALS
A. Submit preliminary outline schedules within twenty (20) days after the date
of Owner-Contractor Agreement for coordination with Owner’s
requirements and work of separate contracts. After review, submit
detailed schedules within fifteen (15) days, modified to accommodate
revisions recommended by Architect.
B. Submit revised Progress Schedules with each Application for Payment.
C. Submit number of opaque reproductions which contractor requires, plus
two (2) copies which will be retained by Architect.
1.07 DISTRIBUTION
A. Distribute copies of reviewed schedules to job site file, subcontractors,
suppliers and other concerned entities.
B. Instruct recipients to promptly report in writing, problems anticipated by
projections shown in schedules.
END OF SECTION
MATERIALS AND EQUIPMENT
Section 01330 - Page 1
SECTION 01330
MATERIALS AND EQUIPMENT
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Products
B. Workmanship
1.02 RELATED REQUIREMENTS
A. Section 01010: Summary of the Work
B. Section 01701: Contract Closeout
C. Section 01740: Warranties and Bond Certificates
1.03 PRODUCTS
A. Products include material, equipment and systems.
B. Comply with Specifications and referenced standards as minimum
requirements.
C. Components required to be supplied in quantity within a Specification
section shall be the same, and shall be interchangeable.
D. Do not use materials and equipment removed from existing structure,
except where specifically required, or allowed, by Contract Documents.
1.04 WORKMANSHIP
A. Comply with industry standards except where more restrictive tolerances
or specified requirements indicate more rigid standards or more precise
workmanship.
B. Perform work by persons qualified to produce workmanship of specified
quality.
C. Secure products in place with positive anchorage devices designed and
sized to withstand stresses, vibration and racking.
PART 2 MATERIALS
Not Used
MATERIALS AND EQUIPMENT
Section 01330 - Page 2
PART 3 EXECUTION
1.01 If any machinery, cranes, lifts, etc. must be left on the grounds it must be
approved in advance in writing by the Owner. The contractor shall take full
responsibility for damage to machinery and liability for injuries.
END OF SECTION
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
Section 01340 - Page 1
SECTION 01340
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Procedures for Submittals
1.02 RELATED REQUIREMENTS
A. General Conditions of the Contract.
B. Section 01310: Progress Schedules
C. Section 01720: Project Record Documents
D. Section 01730: Operation and Maintenance Data
1.03 SHOP DRAWINGS
A. Present in a clear and thorough manner. Title each drawing with project
and Contract name and number; identify each element of drawings by
reference to sheet number and detail, schedule or room number of
Contract Documents.
B. Identify field dimensions; show relation to adjacent or critical features of
work or products.
1.04 PRODUCT DATA
A. Submit only pages that are pertinent; mark each copy of standard printed
data to identify pertinent products, reference to Specification Section and
article number. Show reference standards, performance characteristics
and capacities; wiring and piping diagrams and controls, component parts,
finishes, dimensions and required clearances. Identify deviations from
material specified.
B. Modify manufacturer’s standard schematic drawings and diagrams to
supplement standard information and to provide information specifically
applicable to the work. Delete information not applicable.
1.05 SAMPLES
A. Submit full range of manufacturer’s standard finishes except when more
restrictive requirements are specified, indicating colors, textures and
patterns, for Architect selection.
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
Section 01340 - Page 2
B. Submit samples to illustrate functional characteristics of products,
including parts and attachments.
C. Approved samples which may be used in work are indicated in the
Specification Section.
D. Label each sample with identification required for transmittal letter.
1.06 MANUFACTURER’S INSTRUCTIONS
A. Manufacturer’s instructions for storage, preparation, assembly, installation,
start-up, adjusting, balancing and finishing.
1.07 CONTRACTOR REVIEW
A. Review submittals prior to transmittal; determine and verify field
measurements, field construction criteria, manufacturer’s catalog
numbers, and conformance of submittal with requirements of Contract
Documents.
B. Coordinate submittals with requirements of work and of Contract
Documents.
C. Sign or initial each sheet of shop drawings and product data and each
sample label to certify compliance with requirements of Contract
Documents. Notify Architect in writing of time of submittal, of any
deviations from requirements of Contract Documents.
D. Do not fabricate products or begin work which requires submittals until
return of submittal with Architect acceptance.
1.08 SUBMITTAL REQUIREMENTS
A. Transmit submittals in accordance with approved progress schedule and
in such a sequence to avoid delay in he work or work of other contracts.
B. Provide 8” x 4” blank space on each submittal for Contractor’s and
Architect’s stamps.
C. Apply Contractor’s stamp, signed or initialed, certifying to review,
verification of products, field dimensions and field construction criteria, and
coordination of information with requirements of work and Contract
Documents.
D. Coordinate submittals into logical groupings to facilitate interrelation of the
several items:
1. Finishes which involve Architect selection of colors, textures or
patterns.
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
Section 01340 - Page 3
2. Associated items which require correlation for efficient function or for
installation.
E. Submit number of opaque reproductions of shop drawings contractor
requires, plus two (2) which will be retained by the Architect.
F. Submit number of copies of product data and manufacturer’s instructions
contractor requires, plus two (2) which will be retained by the Architect.
G. Submit number of samples specified in individual specification sections
1.09 RE-SUBMITTALS
A. Make re-submittals under procedures specified for initial submittals,
identify changes made since previous submittal.
1.10 DISTRIBUTION
A. Duplicate and distribute reproductions of shop drawings, copies of product
data and samples which bear Architect’s stamp of approval to job site file,
Record Documents file, Subcontractors, suppliers, other affected
contractors and other entities requiring information.
END OF SECTION
SCHEDULE OF VALUES
Section 01370 - Page 1
SECTION 01370
SCHEDULE OF VALUES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Procedures for preparation and submittal or Schedule of Values
1.02 RELATED REQUIREMENTS
A. General Conditions of the Contract
B. Section 01010: Summary of the Work
C. Section 01027: Applications for Payment
1.03 FORMAT
A. Type schedule of AIA Documents G703 - Continuation Sheet for
Application and Certificate for Payment
B. Contractor’s standard form or media-driven printout will be considered on
request.
C. Follow Table of Contents of project manual for listing component parts.
Identify each line item by number and title of major specification sections.
1.04 CONTENT
A. List installed value for each major item of work and each subcontracted
item of work as a separate line item to serve as a basis for computing
values for Progress Payments. Round off values to the nearest dollar.
B. For each major subcontract, list products and operations of that
subcontract as separate line items.
C. Include work allowances within the line item of work.
D. Coordinate listings with Progress Schedule.
E. Component listings shall each include a directly proportional amount of
Contractor’s overhead and profit.
F. For items on which payments will be requested for stored products, list
sub-values for cost of stored products with taxes paid.
G. The sum of values listed shall equal total Contract Sum.
SCHEDULE OF VALUES
Section 01370 - Page 2
1.05 SUBSTANTIATING DATA
A. When Architect requires substantiating information, submit data justifying
line item amounts in question.
B. Provide one (1) copy of the data with cover letter for each copy of
application. Show application number and date, and line item by number
and description.
END OF SECTION
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
Section 01500 - Page 1
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART 1 GENERAL
1.01 Requirements Included for Construction Period
A. Electricity, lighting.
B. Water
C. Sanitary Facilities
D. Barriers
E. Enclosures
F. Protection of installed work
1.02 RELATED REQUIREMENTS
A. Section 01010: Summary of Work
B. Section 01710: Final Cleaning
1.03 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with National Electric Code.
B. Comply with Federal, State and local codes and regulations and with
utility company requirements.
PART 2 PRODUCTS
2.01 MATERIALS, GENERAL
A. Materials may be new or used, but must be adequate in capacity for the
required usage, must not create unsafe conditions, and must not violate
requirements of applicable codes and standards.
2.02 WATER
A. Connect to building’s existing facilities; extend branch piping with outlets
or hoses located so that water is available by use of hoses. Owner will
pay for water used. Take steps to conserve use of water or lose privilege.
2.03 SANITARY FACILITIES
A. Provide portable sanitary facilities for workers.
2.04 BARRIERS
A. Provide as required to prevent public entry to construction areas and to
protect facilities and adjacent properties from damage from construction
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
Section 01500 - Page 2
END OF SECTION
operations.
B. Protect the existing surrounding areas as required to prevent damage
during construction. Protect against vehicular traffic, stored materials,
dumping, chemically injurious materials, and puddling from continuous
running water.
2.05 ENCLOSURES
A. Provide temporary weathertight closures of openings in exterior surfaces
to provide acceptable working conditions and protection for materials, to
allow for temporary heating (if necessary) and to prevent entry of
unauthorized persons.
2.06 PROTECTION OF INSTALLED WORK
A. Provide temporary protection for installed products. Control traffic in
immediate area to minimize damage.
B. Provide protective coverings at walls, projections, jambs, sills and
movement of heavy objects, and storage.
2.07 ELECTRICITY
A. Provide construction type power cords required for construction
operations needing 110 volt power. Owner will pay for the cost of the
energy used if Owner’s receptacles are used. Option: portable
generators.
PART 3 EXECUTION
3.01 GENERAL
A. Maintain and operate systems to assure continuous service.
B. Modify and extend systems as work progress requires.
3.02 REMOVAL
A. Completely remove temporary materials and equipment when their use
is no longer required.
B. Clean and repair damage caused by temporary installations or use of
temporary facilities.
C. Restore existing facilities used for temporary services to original
condition.
D. Restore permanent facilities used for temporary services to specified
condition.
BARRIERS
Section 01530 - Page 1
SECTION 01530
BARRIERS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install and maintain suitable safety and weather barriers as
required to prevent public entry, and to protect the work, existing facilities,
from construction operations; remove when no longer needed, or at
completion of work. Protect the public from injury around construction
areas and dumpsters.
1.02 RELATED REQUIREMENTS
A. Section 01010: Summary of Work
PART 2 PRODUCTS
2.01 MATERIALS - GENERAL
A. Materials may be new or used, suitable for the intended purpose but must
not violate requirements of applicable codes and standards.
2.02 FENCING
A. Materials at contractor’s option, as appropriate to serve required purpose.
PART 3 EXECUTION
3.01 GENERAL
A. Install facilities of a neat and reasonable uniform appearance, structurally
adequate for required purposes.
B. Maintain barriers during entire construction period.
C. Relocate barriers as required by progress of construction.
3.02 REMOVAL
A. Completely remove barricades, when construction has progressed to the
point that they are no longer needed, and when approved by Architect.
B. Clean and repair damage caused by installation, and clean the area.
END OF SECTION
SECURITY
Section 01540 - Page 1
SECTION 01540
SECURITY
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Provide a project security program to:
1. Protect work, stored products, tools, and construction equipment
from theft and vandalism.
2. Protect premises from entry by unauthorized persons. Lock up
building and site at night or during weekends to prevent anyone from
entering site.
3. Consult with Owner’s engineering department or maintenance staff
regarding access and egress from work site and follow their
directions.
4. Reside by day’s end any portion of the building from which existing
siding has been removed.
1.02 RELATED REQUIREMENTS
A. Section 01530: Barriers
B. Section 01620: Storage and Protection of Products.
END OF SECTION
CONSTRUCTION CLEANING
Section 01569 - Page 1
SECTION 01569
CONSTRUCTION CLEANING
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Cleaning and disposal of waste materials, debris and related rubbish
during construction.
1.02 RELATED REQUIREMENTS
A. General Conditions of the Contract
B. Individual Specification Sections: Specific cleaning for product or work.
PART 2 PRODUCTS
2.01 EQUIPMENT
A. Maintain areas under Contractor’s control free of waste materials, debris
and rubbish. Maintain site in a clean and orderly condition.
B. Periodically clean interior areas to provide suitable conditions for work.
C. Control cleaning operations so that dust and other particles will not adhere
to wet or newly-coated surfaces.
PART 3 EXECUTION
3.01 DISPOSAL
A. Remove waste materials, debris and rubbish from site daily and dispose of
off-site.
END OF SECTION
MATERIALS AND EQUIPMENT
Section 01600 - Page 1
SECTION 01600
MATERIALS AND EQUIPMENT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Products
B. Workmanship
C. Manufacturer’s Instructions
D. Transportation and Handling
E. Storage and Protection
F. Substitutions and Product Options
1.02 RELATED REQUIREMENTS
A. Section 01010: Summary of Work
B. Section 01300: Submittals: Submittal of Manufacturers’ certificates.
C. Section 01700: Contract Closeout
D. Section 01730: Operation and Maintenance Data
E. Section 01740: Warranties and Bonds
1.03 PRODUCTS
A. Products include material, equipment, and systems.
B. Comply with Specifications and referenced standards as minimum
requirements.
C. Components required to be supplied in quantity within a Specification
section shall be the same, and shall be interchangeable.
D. Do not use materials and equipment removed from existing structure,
except as specifically required, or allowed, by Contract Documents.
MATERIALS AND EQUIPMENT
Section 01600 - Page 2
1.04 WORKMANSHIP
A. Comply with industry standards except when more restrictive tolerances or
specified requirements indicate more rigid standards or more precise
workmanship.
B. Perform work by persons qualified to product workmanship or specified
quality.
C. Secure products in place with positive anchorage devices designed and
sized to withstand stresses, vibration, and racking.
1.03 MANUFACTURER’S INSTRUCTIONS
A. When work is specified to comply with manufacturer’s instructions, submit
copies as specified in Section 01300, distribute copies to persons involved,
and maintain one set in field office.
B. Perform work in accordance with details of instructions and specified
requirements. Should a conflict exist between Specifications and
instructions, consult with Architect/Engineer.
1.06 TRANSPORTATION AND HANDLING
A. Transport products by methods to avoid product damage: deliver in
undamaged condition in manufacturer’s unopened containers or
packaging, dry.
B. Provide equipment and personnel to handle products by methods to
prevent soiling or damage.
C. Promptly inspect shipments to assure that products comply with
requirements, quantities are correct, and products are undamaged.
1.07 STORAGE AND PROTECTION
A. Store products in accordance with manufacturer’s instructions, with seals
and labels intact and legible. Store sensitive products in weather tight
enclosures; maintain within temperature and humidity ranges required by
manufacturer’s instructions.
B. For exterior storage of fabricated products, place on sloped supports above
ground. Cover products subject to deterioration with impervious sheet
covering. Provide ventilation to avoid condensation.
C. Store loose granular materials on solid surfaces in a well drained area;
prevent mixing with foreign matter.
MATERIALS AND EQUIPMENT
Section 01600 - Page 3
D. Arrange storage to provide access for inspection. Periodically inspect to
assure products are undamaged, and are maintained under required
conditions.
E. After installation, provide coverings to protect products from damage from
traffic and construction operations, remove when no longer needed.
1.08 PRODUCT OPTIONS
A. Within 5 days after date of contract, submit complete list of major products
proposed, with name of manufacturer, trade name and model.
B. Options:
1. Products specified only be reference standard: any product meeting
that standard
2. Products specified by naming several manufacturers: products of any
named manufacturer meeting Specifications.
3. Products specified by naming one or more manufacturers and “or
equal”: Submit a request for substitution for any manufacturer not
specifically named.
4. Products specified by naming only one manufacturer: no option.
1.09 SUBSTITUTIONS
A. Only within 5 days of date after contract will Architect/Engineer consider
requests from contractor for substitutions. Subsequently, substitutions will
be considered only when a product becomes unavailable due to no fault of
contractor.
B. Document each request with complete data substantiating compliance of
proposed substitution with Contract Documents.
C. Request constitutes a representative that contractor:
1. Has investigated proposed product and determined that it meets or
exceeds in all respect, specified product.
2. Will provide the same warranty for substitution as far specified
product.
3. Will coordinate installation and the other changes which may be
required for work to be complete in all respects.
4. Waives claims for additional costs which may subsequently become
apparent.
D. Substitutions will not be considered when they are indicated or implied on
Shop Drawings or Product Data acceptance will require substantial revision
of Contract Documents.
MATERIALS AND EQUIPMENT
Section 01600 - Page 4
E. Architect/Engineer will determine acceptability of proposed substitutions,
and will notify contractor of acceptance or rejection in writing within a
reasonable time.
END OF SECTION
TRANSPORTATION AND HANDLING
Section 01610 - Page 1
SECTION 01610
TRANSPORTATION AND HANDLING
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Packaging, Transportation
B. Delivery and Receiving
C. Product Handling
1.02 RELATED REQUIREMENTS
A. Section 01010: Summary of Work
B. Section 01620: Storage and Protection
C. Individual Specification Sections: Specific requirements for packaging,
shipping and handling.
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
3.01 PACKAGING, TRANSPORTATION
A. Require supplier to package products in boxes or crates for protection
during shipment, handling and storage. Protect sensitive products against
exposure to elements and moisture.
B. Protect sensitive equipment and finishes against impact, abrasion and
other damage.
3.02 DELIVERY AND RECEIVING
A. Arrange deliveries of products in accordance with construction progress
schedules. Allow time for inspection prior to installation.
B. Coordinate deliveries to avoid conflict with work and conditions at site, work
of other contractors or Owner, limitations on storage space, availability of
personnel and handling equipment.
TRANSPORTATION AND HANDLING
Section 01610 - Page 2
C. Deliver products in undamaged, dry condition, in original unopened
containers or packaging with identifying labels intact and legible.
D. Clearly mark partial deliveries of component parts of equipment to identify
equipment and contents or permit easy accumulation of parts and to
facilitate assembly.
E. Immediately on delivery, inspect shipment to assure:
1. Product complies with Contract Documents and reviewed submittals.
2. Quantities are correct.
3. Accessories and installation hardware are correct.
4. Containers and packaging are intact and labels legible.
5. Products are protected and undamaged.
3.03 PRODUCT HANDLING
A. Arrange for construction personnel to be present to receive deliveries, and
provide equipment and personnel to handle products, including those
provided by Owner, by methods to prevent soiling and damage.
B. Provide additional protection during handling to prevent marring and
otherwise damaging products, packaging and surrounding surfaces.
C. Handle products by methods to avoid bending or overstressing. Lift large
and heavy components only at designated lift points.
END OF SECTION
STORAGE AND PROTECTION
Section 01620 - Page 1
SECTION 01620
STORAGE AND PROTECTION
PART 1 GENERAL
1.01 REQUIREMENTS
A. Storage, General
B. Enclosed Storage
C. Maintenance of Storage
1.02 RELATED REQUIREMENTS
A. Section 01010: Summary of Work
B. Section 01610: Transportation and Handling
C. Section 01710: Project Record Documents
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
3.01 STORAGE, GENERAL
A. Store products, immediately on delivery, in accordance with
manufacturer’s instructions. With seals and labels intact. Protect until
installed.
B. Arrange storage in a manner to provide access for maintenance of stored
items for inspection.
3.02 ENCLOSED STORAGE
A. Store products subject to damage by the elements in substantial
weathertight enclosures.
B. Maintain temperature and humidity within ranges stated in manufacturer’s
instructions.
C. Provide humidity control and ventilation for sensitive products as required
by manufacturer’s instructions.
STORAGE AND PROTECTION
Section 01620 - Page 2
D. Store unpacked and loose products on shelves, in bins or in neat groups
of like items.
3.03 MAINTENANCE OF STORAGE
A. Periodically inspect stored products on a scheduled basis.
B. Verify that storage facilities comply with manufacturer’s product storage
requirements.
C. Verify that manufacturer-required environmental conditions are maintained
continually.
D. Verify that surface products exposed to the elements are not adversely
affected, that any weathering of finishes is acceptable under requirements
of Contract Documents.
END OF SECTION
PRODUCT OPTIONS AND SUBSTITUTIONS
Section 01630 - Page 1
SECTION 01630
PRODUCT OPTIONS AND SUBSTITUTIONS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor’s options in selection of products
B. Products List
C. Requests for substitution of products
1.02 RELATED REQUIREMENTS
A. Instructions to Bidders
B. Supplementary General Conditions
C. Section 01340: Shop Drawings, Product Data and Samples
D. Section 01730: Operation and Maintenance Data
1.03 OPTIONS
A. Products specified by Reference Standards or by descriptions only: Any
products meeting those standards.
B. Products specified by naming one manufacturer. Submit a request for
substitution for any manufacturer not specifically names. Architect may
accept substitutions or may insist upon products named.
C. Products specified by naming several manufacturers: products of named
manufacturers meeting specifications; no options, no substitutions.
PART 2 PRODUCT LIST
A. Within thirty (30) days after the date of Owner-Contractor Agreement,
transmit three (3) copies of a list of major products which are proposed for
installation; include name of manufacturer.
B. Tabulate products by specifications section number, title and article
number.
C. For products specified only by reference standards, give manufacturer,
trade name, model or catalog designation and reference standards.
PRODUCT OPTIONS AND SUBSTITUTIONS
Section 01630 - Page 2
D. Architect will reply in writing within (15) fifteen days stating whether there
is reasonable objection to listed items. Failure to object to a listed item
shall not constitute a waiver or requirements on Contract Documents.
2.01 LIMITATIONS ON SUBSTITUTIONS
A. During bidding period, Supplementary General Conditions and Instructions
to Bidders govern times for submitting requests for substitutions under
requirements specified in this section.
B. Requests for substitutions of products will be considered only within thirty
(30) days after the date of Owner-Contractor Agreement. Subsequent
requests will be considered only in case of product unavailability or other
conditions beyond the control of the Contractor.
C. Substitutions will not be considered when indicated on shop drawings or
product data submittals without separate formal request, when requested
directly by subcontractor or supplier, or when acceptance will require
substantial revision of Contract Documents.
D. Substitute products shall not be ordered or installed without written
acceptance.
E. Only one (1) request for substitution for each product will be considered.
When substitution is not accepted, provide specified product.
F. Architect will determine acceptability of substitutions.
2.02 REQUESTS FOR SUBSTITUTIONS
A. Submit separate request for each substitution. Document each request
with complete data substantiating compliance of proposed substitution
with requirements of Contract Documents.
B. Identify product by Specification Section and Article numbers. Provide
manufacturer’s name and address, trade name of product and model or
catalog number. List fabricators and suppliers as appropriate.
C. Attach product data as specified in Section 01340.
D. List similar projects using product, dates of installation and names of
Architect and Owner.
E. Give itemized comparison of proposed substitution with specified product,
listing variations, and reference to Specification Section and Article number.
F. Give quality and performance comparison between proposed substitution
and the specified product.
PRODUCT OPTIONS AND SUBSTITUTIONS
Section 01630 - Page 3
G. Give cost data comparing proposed substitution with specified product,
and amount of net change to Contract Sum.
H. List availability of maintenance services and replacement materials.
I. State effect of substitution on construction schedule, and changes
required in other work or products.
2.03 CONTRACTOR REPRESENTATION
A. Request for substitution constitutes and represents that Contractor has
investigated proposed product and has determined that it is equal or
superior in all respects to specified product or that the cost reduction
offered is ample justification for accepting the offered substitution.
B. Contractor will provide same warranty for substitution as for specified
product.
C. Contractor will coordinate installation of accepted substitute, making such
changes as may be required for work to be complete in all respects.
D. Contractor certifies that cost data presented is complete and includes all
related costs under this Contract.
E. Contractor waives claims for additional costs related to substitution which
may later become apparent.
2.04 SUBMITTAL PROCEDURES
A. Submit three (3) copies for request for substitution.
B. Architect will review contractor’s requests for substitutions with reasonable
promptness.
C. After award of contract, Architect will notify contractor, in writing, of
decision to accept or reject requested substitution within fifteen (15) days.
D. For accepted products, submit shop drawings, product data, and samples
under provisions of Section 01340.
END OF SECTION
CONTRACT CLOSEOUT
Section 01700 - Page 1
SECTION 01700
CONTRACT CLOSEOUT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Comply with requirements stated in Conditions of the Contract and in
Specifications for administrative procedures in closing out the work.
1.02 RELATED REQUIREMENTS
A. Conditions of the Contract. Fiscal provisions, legal submittals and
additional administrative requirements.
B. Section 01020: Allowances
C. Section 01710: Cleaning
D. Section 01720: Project Record Documents
E. Section 01730: Operation and Maintenance Data
F. Section 01740: Warranties and Bonds
G. The respective sections of Specifications: Closeout Submittals Required
of Trades
1.03 SUBSTANTIAL COMPLETION
A. When contractor considers the work is substantially complete, he shall
submit to the Architect:
1. A written notice that the work is substantially complete, he shall
submit to the Architect:
2. A list of items to be completed or corrected
B. Within a reasonable time after receipt of such notice, the Architect will
make an inspection to determine the status of completion.
C. Should the Architect determine that the work is not substantially
complete:
1. The Architect will promptly notify the Contractor in writing, giving
the reasons therefore.
2. The Contractor shall remedy the deficiencies in the work, and send
a second written notice of substantial completion to the Architect.
CONTRACT CLOSEOUT
Section 01700 - Page 2
3. The Architect will reinspect the work. All punch list items must be
completed within thirty (30) days of Substantial Completion.
D. When Architect concurs that the work is substantially complete, he will:
1. Prepare a Certificate of Substantial Completion on AIA Form G704,
accompanied by Contractor’s list of items to be completed or
corrected as verified and amended by the Architect.
2. Submit the certificate to Owner and Contractor for their written
acceptance of the responsibilities assigned to them in the certificate.
1.04 FINAL INSPECTION
A. When the Contractor considers the work is complete, he shall submit
written certificate that:
1. Contract Documents have been reviewed
2. Work has been inspected for compliance with Contract Documents
3. Work has been completed in accordance with Contract Documents
4. Equipment and systems have been tested in the presence of the
Owner’s representative and are operational.
5. Work is completed and ready for final inspection.
B. The Architect will make an inspection to verify the status of completion
with reasonable promptness after receipt of such certification.
C. Should the Architect consider that the work is incomplete or defective:
1. The Architect will promptly notify the Contractor in writing, listing the
incomplete or defective work.
2. The Contractor shall take immediate steps to remedy the stated
deficiencies, and send a second written certificate to the Architect
that the work is complete.
3. The Architect will reinspect the work.
D. When the Architect finds that the work is acceptable under the Contract
Documents, he shall request the Contractor to make closeout submittals.
1.05 REINSPECTION FEES
A. Should the Architect perform reinspections due to failure of the work to
comply with the claims of status of completion made by the Contractor:
1. The Contractor will compensate the Architect at the rate of $110 / hr
for such additional services prior to the Architect’s approval of final
retainage.
2. Owner will compensate Architect for such additional services and
will deduct same from Contractor as liquidated damages.
CONTRACT CLOSEOUT
Section 01700 - Page 3
1.06 CONTRACTOR’S CLOSEOUT SUBMITTALS TO ARCHITECT
A. Evidence of Compliance with requirements of governing authorities:
1. Certificate of Occupancy
2. Certificates of Inspection
a. Mechanical
b. Electrical
c. Plumbing
B. Project Record Documents: to requirements of Section 1720.
C. Operating and Maintenance Data, Instructions to Owner’s Personnel: to
the requirements of Section 01730.
D. Warranties and Bonds: To requirements of Section 01740 and Technical
Sections.
E. Keys and Keying Schedule: To requirements of Section 08710 - Finish
Hardware
F. Evidence of Payment and Release of Liens: To requirements of General
and Supplementary Conditions
G. Certificate of Insurance for Products and Completed Operations
1.07 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to Architect
B. Statement shall reflect all adjustments to the Contract Sum
1. The original Contract Sum
2. Additions and deductions resulting from:
a. Previous Change Orders
b. Deductions for uncorrected work
c. Allowances
d. Deductions for Liquidated Damages
e. Deductions for reinspection payments
f. Other adjustments
3. Total Contract Sum, as adjusted
4. Previous payments
5. Sum remaining due
C. The Architect will prepare a final Change Order, reflecting approved
adjustments to the Contract Sum which were not previously made by
Change Orders.
CONTRACT CLOSEOUT
Section 01700 - Page 4
1.08 FINAL APPLICATION FOR PAYMENT
A. The Contractor shall submit the final Application for Payment in
accordance with procedures and requirements stated in the Conditions of
the Contract.
CONTRACT CLOSEOUT
Section 01700 - Page 5
END OF SECTION
FINAL CLEANING
Section 01710 - Page 1
SECTION 01710
FINAL CLEANING
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Final Cleaning of Project
1.02 RELATED REQUIREMENTS
A. General Conditions
B. Section 01700: Contract Closeout Procedures
C. Individual Specification Sections: Specific cleaning for product or work
1.03 DESCRIPTION
A. Execute cleaning prior to inspection for Substantial Completion.
PART 2 PRODUCTS
2.01 CLEANING MATERIALS
A. Use materials which will not create hazards to health or property, and
which will not damage surfaces.
B. Use only materials and methods recommended my manufacturer of
material being cleaned
PART 3 EXECUTION
3.01 CLEANING
A. In addition to removal of debris and cleaning specified in other Sections,
clean interior and exterior exposed to view surfaces.
B. Remove temporary protection and labels not required to remain
C. Clean finishes free of dust, stains, films, glue and other foreign
substances. Broom clean floors.
D. Clean transparent and glossy materials to a polished condition; remove
foreign substances. Polish reflective surfaces to a clear shine.
E. Clean surfaces of equipment; remove excess lubrication
FINAL CLEANING
Section 01710 - Page 2
F. Clean plumbing fixtures to a sanitary condition.
G. Clean permanent filters of ventilating equipment and replace disposable
filters when units have been operated during construction; in addition
clean ducts, blowers and coils when units have been operated without
filters during construction.
H. Clean light fixtures and lamps
I. Maintain cleaning until Substantial Completion
J. Remove waste, foreign matter and debris from roofs, gutters, areaways
and drainage systems
K. Remove waste, debris and surface materials from site. Clean grounds,
remove spills and foreign substances from paved areas and sweep clean.
Rake clean other exterior surfaces.
L. Use the utmost care to prevent getting dust and debris inside the
building.
END OF SECTION
OPERATION AND MAINTENANCE DATA
Section 01730 - Page 1
SECTION 01730
OPERATION AND MAINTENANCE DATA
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Format and Contents of Manuals.
B. Schedule of Submittals
1.02 RELATED REQUIREMENTS
A. Section 01340: Shop Drawings, Product Data and Samples
B. Section 01700: Contract Closeout
C. Section 01740: Warranties and Bonds
D. Individual Specification Sections: Specific requirements for operation and
maintenance data.
1.03 FORMAT
A. Prepare data in the form of an instructional manual.
B. Binders: Commercial quality, 8-1/2 inch x 11 inch three ring binders with
cleanable, plastic covers. When multiple binders are used, correlate data
into related consistent groupings.
C. Cover: Identify each binder with typed of printed title “Operation and
Maintenance Instructions”; list title of project and identify subject matter
of contents.
D. Arrange contents by system, under section numbers and sequence of
Table of Contents of this project manual.
E. Provide tabbed fly leaf for each separate product and system, with typed
description of product and major component parts of equipment.
F. Text: Manufacturer’s printed data, or typewritten data.
G. Drawings: Provide with reinforced punched binder tab. Bind in with text;
fold larger drawings to size of text page.
1.04 CONTENTS
A. Table of Contents: Provide title of project; names, addresses and
telephone numbers of Architect/Engineer and Contractor with name of
responsible parties; schedule of products and systems, indexed to
content of volume.
OPERATION AND MAINTENANCE DATA
Section 01730 - Page 2
B. For each product or system: List names, addresses and telephone
numbers of Subcontractors and suppliers, including local source of
supplies and replacement parts.
C. Product Data: Mark each sheet to clearly identify specific products and
component parts, and data applicable to installation; delete inapplicable
information.
D. Drawings: Supplement product data to illustrate relations of component
parts of equipment and systems, to show control and flow diagrams. Do
not use Project Record Documents as maintenance drawings.
E. Typed Text: As required to supplement product data, provide logical
sequence of instructions for each procedure, incorporating
manufacturer’s instruction.
F. Warranties and Bonds: Bind in copy of each.
1.05 MANUAL FOR MATERIALS AND FINISHES
A. Building Products, Applied Materials and Finishes: Include product data,
with catalog number, size, composition and color and texture
designations. Provide information for reordering custom-manufactured
products.
B. Instructions for Care and Maintenance: Include manufacturer’s
recommendations for cleaning agents and methods, precautions against
detrimental agents and methods, and recommended schedule for
cleaning and maintenance.
C. Moisture Protection and Weather-Exposed Products: Include product
data listing applicable reference standards, chemical composition, and
details of installation. Provide recommendations for inspections,
maintenance and repair.
D. Additional Requirements: As specified in individual Specification
sections.
1.06 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Each item of equipment and each system: Include description of unit
system and component parts. Give function, normal operating
characteristics and limiting conditions. Include performance curves, with
engineering data and tests, and complete nomenclature and commercial
number of replacement parts.
B. Panelboard Circuit Directories: Provide electrical service characteristics,
controls and communications.
C. Include as installed, color coded wiring diagrams
OPERATION AND MAINTENANCE DATA
Section 01730 - Page 3
D. Operating Procedures: Include start-up, break-in and routine normal
operating instructions and sequences. Include regulation, control,
stopping, shut-down, and emergency instructions. Include summer,
winter and any special operating instructions.
E. Maintenance Requirements: Include routine procedures and guide for
trouble shooting, disassembly, repair and reassembly instructions; and
alignment, adjusting, balancing and checking instructions.
F. Provide servicing and lubrication schedule, and list of lubricants required.
G. Include manufacturer’s printed operation and maintenance instructions.
H. Include sequence of operation by controls manufacturer.
I. Provide original manufacturer’s parts list, illustrations, assembly
drawings, and diagrams required for maintenance.
J. Provide as installed control diagrams by controls manufacturer.
K. Provide Contractor’s coordination drawings, with as installed color-coded
piping diagrams.
L. Provide charts of valve tag numbers, with location and function of each
valve, keyed to flow and control diagrams.
M. Provide list of original manufacturer’s spare parts current prices, and
recommended quantities to be maintained in storage.
N. Additional Requirements: As specified in individual Specification
Sections.
END OF SECTION
WARRANTIES AND BONDS
Section 01740 - Page 1
SECTION 01740
WARRANTIES AND BONDS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Preparation of Submittal of Warranties and Bonds.
B. Schedule of Submittals.
1.02 RELATED REQUIREMENTS
A. Instructions to Bidders.
B. General Conditions.
C. Section 01700: Contract Closeout Procedures.
D. Individual Specification Sections: Warranties and Bonds required for
specific products or work.
1.03 FORM OF SUBMITTALS
A. Bind in commercial quality 8-1/2 inch x 11 inch three-ring binders with
cleanable, plastic covers.
B. Label cover of each binder with typed or printed title "WARRANTIES AND
BONDS", with title of project, name, address, and telephone number of
Contract, and name of responsible principal.
C. Table of Contents: Neatly typed, in the sequence of the Table of Contents
of the Project Manual, with each item identified with the number and title of
the Specification Section in which specified, and the name of product or
work item.
D. Separate each warranty or bond with index tab sheets keyed to the Table
of contents listing. Provide full information, using separate typed sheets
as necessary. List Subcontractor, supplier and manufacturer, with name,
address and telephone number of responsible principal.
1.04 PREPARATION OF SUBMITTALS
A. Obtain warranties or bonds, executed in duplicate by responsible
Subcontractors, suppliers and manufacturers, within ten (10) days after
the completion of the applicable item of work. Except for items put into
use with Owner's permission, leave date of beginning of time of warranty
until date of Substantial Completion is determined.
B. Verify that documents are in proper form and contain full information.
WARRANTIES AND BONDS
Section 01740 - Page 2
C. Co-execute submittals when required.
D. Retain warranties and bonds until time specified for submittals.
1.05 TIME OF SUBMITTALS
A. For equipment or component parts of equipment put into service during
construction with Owner's permission, submit documents within ten (10)
days after acceptance.
B. Make other submittals within ten (10) days after date of Substantial
Completion, prior to final Application for Payment.
C. For items of work when acceptance is delayed beyond date of Substantial
Completion, submit within ten (10) days after acceptance, listing the date
of acceptance as the beginning of the warranty period.
1.06 CONTRACTOR'S WARRANTY
A. Provide original contractor's written two (2) year written warranty for all
materials and labor to make any and all repairs and replacements on the
project.
B. Provide thirty (30) year, no dollar limit, full system warranty for
single-ply roofing for all materials and labor for any and all repairs
required.
END OF SECTION
Technical Requirements
MINOR DEMOLITION FOR REMODELING
Section 02072 - Page 1
SECTION 02072
MINOR DEMOLITION FOR REMODELING
PART 1 GENERAL
1.01 WORK INCLUDED
A. Remove and reinstall designated building equipment and fixtures.
B. Remove designated roofing and accessories as noted.
1.02 SUBMITTALS
A. Submit demolition and removal procedures and schedule in accordance with
Section 01300.
1.03 EXISTING CONDITIONS
A. Conduct demolition to minimize interference with adjacent building areas and
Owners normal operations. Maintain protected egress and access at all times.
B. Provide, erect, and maintain temporary barriers and security devices. Building
will be occupied during normal business hours, and must be protected
accordingly during construction.
1.04 PREPARATION AND EXECUTION
A. Erect and maintain weatherproof closures for exterior openings. Allow no
water to penetrate uncovered deck.
B. Protect existing items which are not indicated to be altered. Contractor is held
responsible for damage permitted.
C. Demolish in an orderly and careful manner. Protect existing supporting
structural members, roof, and ceiling.
D. Except where noted otherwise, immediately remove demolished materials
from site.
E. Relics, antiques, and similar objects, if any, remain the property of the Owner.
Notify Architect prior to removal and obtain acceptance regarding method of
removal.
F. Remove and promptly dispose of contaminated, vermin infested, or dangerous
materials encountered.
G. Do not burn or bury materials on site.
MINOR DEMOLITION FOR REMODELING
Section 02072 - Page 2
H. Remove demolished materials from site as work progresses. Do not allow
accumulation of rubbish. Pick up debris daily. Upon completion of work leave
areas of work in clean condition. Owner's judgment is final.
I. Legally dispose of all debris and rubbish off site at no cost to the Owner.
J. Use chutes to minimize dust and debris and protect building.
1.05 REMOVAL SCHEDULE:
A. Remove existing single-ply roof membranes and wet insulation from locations
only where indicated on drawings
B. Remove any debris associated with new roof construction. Remove any and
all other demolition as noted in the drawings.
END OF SECTION
ROUGH CARPENTRY
Section 06001 - Page 1
SECTION 06001
ROUGH CARPENTRY
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Attention is directed to the printed form of the Contract and Division 1 of these
Specifications entitled "General Requirements", which are hereby made part of
this Section of the Specifications.
B. Equality of material, article, assembly, or system, other than those named or
described in this Section will be determined in accordance with the provisions
of Section 01630 of the Contract Form.
1.02 SCOPE OF WORK
A. The scope of work consists of the installation of all materials to be furnished
under this Section, and without limiting the generality thereof, includes:
1. All rough carpentry items such as blocking, plates, nailers, etc.
2. Existing blocking is assumed to be in good condition. The Contractor
shall remove and replace existing blocking found to be rotted or
decayed. New and replacement to be pressure treated as specified.
Replacement of existing damaged blocking shall be at no cost to Owner
unless it exceeds ten percent of existing blocking.
B. Wherever details call for "existing blocking to remain", replace all wet,
damaged or deteriorated blocking with new blocking, pressure treated with
chromated copper, meeting AWPA standard P-5 with retention of .40 lb per
cubic foot and 30 year guarantee, or approved equal. Exercise proper caution.
1.03 RELATED WORK SPECIFIED ELSEWHERE
A. Section 07900: Joint Sealants
B. Section 07530: Elastomeric Sheet Waterproofing (EPDM) - Adhered
C. Section 07541: Elastomeric Sheet Waterproofing Fully Adhered (PVC)
1.04 QUALIFICATIONS
A. All materials and operations shall meet the requirements of the latest revisions
of the standard specifications of the following organizations:
APA American Plywood Association,
AWI Architectural Woodwork Institute,
AWPB American Wood Preservers Bureau,
DFPA Douglas Fir Plywood Association,
HPMA Hardwood Plywood Manufacturers Association,
NFPA National Forest Products Association
ROUGH CARPENTRY
Section 06001 - Page 2
1.05 SUBMITTALS
A. Submit three copies of certificate of compliance for all items to be pressure treated.
1.06 PRODUCT HANDLING
A. Store all materials in such a manner as to ensure proper ventilation and
drainage and to protect against damage and weather.
B. Use all means necessary to protect all materials of this Section before, during,
and after installation and to protect the installed work and materials of all other
trades.
C. Keep all materials clearly identified with all grade marks legible. Keep all
damaged materials clearly identified as damaged, and store separately to
prevent their inadvertent use.
D. Protect all wood materials against dampness during and after delivery. Store
under cover and where not exposed to extreme changes of temperatures or
humidity.
1.07 MATERIALS
A. Lumber shall be surfaced four sides, and the dressed sizes of yard and
structural lumber shall conform to the requirements of the department of
Commerce Simplified Practice Recommendation R16-39.
B. Lumber shall be worked to such patterns as are indicated on the Drawings or
specified herein. Worked materials, except as otherwise indicated on the
Drawings, shall conform to the standard patterns of the Department of
Commerce Simplified Practice Recommendation R16-39.
C. Lumber shall be either air-dried or kiln-dried, unless otherwise specified, and
the moisture content shall not exceed 19%.
D. Lumber shall be identified by the official grade-mark, except where grade-mark
will interfere with natural finish. All lumber "Osmose" or "Wolmanized",
minimum 30 year guarantee.
E. Lumber for the various uses shall be one of the species listed for the purpose
and of the grade indicated, at the Contractor's option:
USE GRADE SPECIES
(a) Plates, nailers, B & Better Douglas Fir, Southern
and furring Yellow Pine
F. Bolts and nuts shall conform to the requirements of Federal Specifications FF-
B-571A. All fasteners should be hot-dipped, galvanized and be countersunk
to avoid damage to roofing materials.
G. Clamps, expansion bolts, expansion screws, joist hangers, toggle bolts,
washers, and anchors shall be of steel and iron and of standard type and
manufacture.
ROUGH CARPENTRY
Section 06001 - Page 3
H. Lag screws shall conform to the requirements of Federal Specifications FF-B-561.
I. Nails shall conform to the requirements of Federal Specifications FF-N-101,
FF-B-561, or may be the drive screw or special type of standard manufacture.
J. Wood screws shall conform to the requirements of Federal Specifications FF-
B-111.
K. All wood blocking shall be pressure treated with a water-borne type
preservative to a minimum retention of .30 lbs. per cubic foot of wood.
L. All fasteners shall be galvanized steel (ASTM A307-68) or non-ferrous metal
compatible with roofing system.
1.08 INSTALLATION
A. In addition to items specified herein to receive wood preservative treatment, all
wood members and cants in roof construction shall be preservative pressure
treated and preservative brushed.
B. All split, bowed, rotted or otherwise unsuitable wood blocking shall be replaced.
C. Note roof expansion joint locations shown on roof plan and typical details
requiring blocking and cants at same.
D. Furnish, set, and maintain runways or ladders as required for the general use
of all workmen.
E. Carefully lay out, cut, fit and install all furring, nailers, blocking curbs and other
items of carpentry required for the roofing work specified.
F. Build in all plates, cants, nailers, and other framing members, properly nailed,
anchored and braced.
G. Install blocking, plates, and cant strips at all roof vents, roof fans, roof edges,
and similar areas all to be preservative treated.
H. Brace, plumb, and level all members and secure with sufficient nails, spikes,
and bolts to insure rigidity. Drill where necessary. Anchor with toggle bolts into
masonry.
I. Anchors shall be installed where specified or shown on the Drawings to
anchor carpentry to masonry or concrete. Anchors shall extend not less than
8" into brick and concrete. Anchors for plates shall be as shown, spaced
approximately 48” o.c., and provided with nuts and washers.
J. Fasten wood grounds, furring, and other engaging woodwork to concrete and
masonry with approved metal types of ties or inserts spaced to suit conditions.
K. Nails, spikes, screws, toggles, and similar items shall be of approved
materials, sizes, and types sufficient to draw and rigidly secure members in
place. These to be hot-dip galvanized. Make submittals. Comply with
Appendix M of the Massachusetts State Building Code.
ROUGH CARPENTRY
Section 06001 - Page 4
L. Miscellaneous 2" x 6" blocking and all other blocking required for other materials
are in the scope of work. Minimum width of roof edge blocking shall be nominal 6”.
M. Cut, patch, and frame all rough carpentry for this work, for the completion of
their work, ready for installation of finish surfaces.
N. Provide and install all rough hardware and other items as well as all metal
fastenings for proper installations of carpentry.
1.09 DISPOSAL
A. The Contractor shall remove all rubbish caused by the work of this Section
daily. Leave entire work in a clean, neat condition ready for receipt of other
specified work.
PART 2 PRODUCTS
2.01 Lumber and Sheet Materials
A. Roof and Fascia Plywood: Sheathing, 5 ply Douglas Fir. See drawings for
thickness required.
B. Pressure treated lumber: Number 1 & 2 Southern Pine Osmose or
Wolmanized treated with copper azole with kiln dried retention of .40#/cu.ft.
2.02 Accessory Materials
A. Nails, Spikes and Staples: Galvanized for exterior locations, high humidity
locations, and treated wood; plain finish for other interior locations; size and
type to suit application.
B. Bolts, Nuts, Washers, Lags, Pins and Screws “H” clips: Medium carbon steel;
sized to suit application, galvanized for exterior locations, high humidity
locations and treated wood; plain finish for other exterior locations.
C. Fasteners: Expansion shield and lag bolt type for anchorage to solid masonry or
concrete bolts or power activated type for anchorage to steel. Adhesive type
equivalent to “Hilti-Hit System” or Ramset “Chemset” for connection to brick.
PART 3 EXECUTION
3.01 Placement
A. Place miscellaneous blocking, furring, canting, nailing strips, furring and
sheathing true to lines and levels. Secure rigidly in place.
B. Space miscellaneous framing and furring at 16 inches on center, unless
otherwise specified.
C. Construct members of continuous pieces of longest possible lengths.
END OF SECTION
RIGID INSULATION
Section 07212 - Page 1
SECTION 07212
RIGID INSULATION
PART 1 GENERAL
1.01 WORK INCLUDED:
A. Remove areas indicated on roof plan as having wet insulation. Inspect deck
for soundness before installation of new vapor barrier and equivalent infill
insulation. Clean and dry surfaces to receive insulation and vapor barrier.
Match existing type and profiles.
B. 6 mil polyethylene vapor barrier or as approvable by membrane manufacturer
new insulation infill areas.
C. Isocyanurate infill insulation to match adjacent insulation slopes screwed
down to deck.
D. Additional infill isocyanurate at indicated ponding areas.
E. 1” rigid polyisocyanurate (iso) insulation on top of existing roof. Some
manufacturers may require additional Dens Deck insulation on top of the one
inch iso, and this shall be provided and installed by the contractor at no
additional cost.
1.02 RELATED WORK
A. Section 07530: Elastomeric Sheet Waterproofing (EPDM) - Adhered
B. Section 07541: Thermoplastic Membrane Roofing (PVC) - Adhered
1.03 SYSTEM DESCRIPTION
A. Materials of this Section shall provide a continuous thermal barrier at roof
enclosure.
1.04 REFERENCES
A. ANSI/ASTM Czug - Insulating Board (Cellular Fiber) Structural and Decorative.
B. Federal Specification HH-1-530A and HH-11972 Gen and HH-1-1972/1, 2.
C. FM Class 1 and UL Class A.
1.05 MANUFACTURER'S INSTRUCTIONS
A. Submit manufacturer's installation instructions in accordance with Section 01600.
PART 2 PRODUCTS
2.01 ACCEPTABLE RIGID INSULATION MANUFACTURERS
RIGID INSULATION
Section 07212 - Page 2
A. Sarnatherm Insulation ACFoam IV (Polyisocyanurate), 20 psi compressive strength.
B. Carlisle Polyisocyanurate HP-H.
C. Firestone ISO 95+ GL
E. Substitutions: Items of same function and performance are acceptable in
accordance with Section 01630.
2.02 PRODUCT DATA
A. Submit manufacturer's installation instructions for review by Architect.
B. 6 mil Visqueen polyethelene lapped 12”.
C. All polyisocyanurate insulation panels (flat and tapered) shall be obtained from
a single source. All polyisocyanurate insulation shall have the same facing
materials and be manufactured by the same insulation manufacturer,
2.03 INSULATION MATERIALS
A. Tapered Areas: 1/8" per foot, from high points as shown down to drains.
Insulation thickness shown on drawings.
B. Flat Areas thickness as shown on drawings. Insulation thickness shown in ellipses.
C. Crickets as shown on drawings.
D. All insulation is to be installed in at least two layers in such a manner that
joints of upper and lower layers are staggered in both directions.
E. All insulation is to be installed in such a way that positive drainage will be
assured. Contractor shall use a level on the deck after ripping and before
installing insulation. Contractor shall also check levels after installing insulation
and before installing membrane to assure slope to drains. Contractor shall have
additional stock available if required to make field adjustments at no additional
cost to Owner. No ponding will be permitted on the finished product.
F. More than 500 board feet of additional insulation and 500 linear feet of
additional tapered edge will be treated as a change order.
2.04 TYPICAL PHYSICAL PROPERTY DATA: N.R.G. TWO
Property Test Method E'NRG'Y-2 Value
Thermal Performance ASTM C-518 R-6 per inch, aged value
Density ASTM D-1622 2.0 pcf nominal
Compressive Strength ASTM D-1621 20 psi
Dimensional Stability ASTM D-2126 2% max. 7 days
RIGID INSULATION
Section 07212 - Page 3
Moisture Vapor
Transmission ASTM E-96 1 perm
Water absorption ASTM C-209 1% volume
Flame Spread ASTM E-84 25 max.
Foam Core
Service Temperature -100° to 250° F
THERMAL VALUES
Nominal C-Value R-Value Flute
thickness spanability
1.0" .166 6.0 2-5/8"
1.2" .140 7.1 3-3/8"
1.3" .120 8.3 4-3/8"
1.5" .100 10.0 4-3/8"
1.6" .090 11.1 4-3/8"
1.8" .080 12.5 4-3/8"
2.0" .069 14.3 4-3/8"
2.2" .062 16.2 4-3/8"
2.3" .058 17.2 4-3/8"
2.5" .052 19.0 4-3/8"
2.7" .048 20.5 4-3/8"
2.8" .046 21.3 4-3/8"
3.0" .043 23.0 4-3/8"
3.2" .040 25.0 4-3/8"
3.4" .037 26.9 4-3/8"
3.8" .033 30.3 4-3/8"
4.0" .032 31.3 4-3/8"
Insulation shall be manufactured without the use of CFC-11 as a blowing agent.
PART 3 EXECUTION
3.01 WORKMANSHIP
A. Install rigid insulation to maintain continuous and complete thermal protection
for building spaces and elements.
B. Ensure surface which are to receive rigid insulation are clean, free of
deleterious matter and are sufficiently level to allow proper installation and
pitch of insulation.
C. Cut and trim insulation neatly to fit spaces. Butt edges and ends tight. Fit
insulation tight against mechanical, electrical and other items which protrude
through plane of insulation. Where more than one layer is used to achieve
desired thickness, lap joints in both directions.
RIGID INSULATION
Section 07212 - Page 4
D. Use insulation free of broken or chipped edges, with face membrane undamaged.
E. Contractor to assure positive drainage on all roofs. No ponding will be
permitted. The Contractor must have additional flat and tapered insulation on
hand if needed to modify the insulation taper if necessary so the roof drains.
The Contractor must employ long levels and straight edges to check the taper
prior to installing the membrane.
F. Assure maximum 1/16" difference in level between adjacent pieces of insulation.
Assure tight fit between adjacent pieces. Otherwise remove and reinstall.
G. Verify substrate and adjacent materials and insulation boards are dry and
ready to receive insulation and adhesive.
3.02 INSTALLATION
A. Install insulation in a manner approved by the membrane manufacturer and
capable of sustaining 100 mph winds gusts.
B. All sheets of insulation no matter how small to have 4 fasteners per sheet minimum.
C. Fasteners to be installed one every two square feet.
D. Stagger joints between layers of polyisocyanurate insulation a minimum of
twelve (12) inches. Shave-transitions at insulation infill areas and at new
scupper locations to provide a smooth connection into adjacent areas of
insulation.
END OF SECTION
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 1
SECTION 07530
ELASTOMERIC SHEET WATERPROOFING (EPDM) - ADHERED
PART 1 GENERAL
1.01 SUMMARY
A. Furnish and install elastomeric sheet roofing system, including:
1. Roofing manufacturer's requirements for the specified warranty.
2. Preparation of roofing substrates.
3. Wood nailers for roofing attachment.
4. Insulation, at areas of infill.
5. Vapor retarder / air barrier, at areas of insulation infill.
6. Elastomeric membrane roofing.
7. Metal roof edging and copings.
8. Flashings.
9. Walkway pads.
10. Other roofing-related items specified or indicated on the drawings or
otherwise necessary to provide a complete weatherproof roofing system.
B. Disposal of demolition debris and construction waste is the responsibility of
Contractor. Perform disposal in manner complying with all applicable federal,
state, and local regulations.
C. Comply with the published recommendations and instructions of the roofing
membrane manufacturer, at http://manual.fsbp.com.
D. Commencement of work by the Contractor shall constitute acknowledgement by
the Contractor that this specification can be satisfactorily executed, under the
project conditions and with all necessary prerequisites for warranty acceptance
by roofing membrane manufacturer.
1.02 RELATED SECTIONS
A. Section 06001: Rough Carpentry
B. Section 07212: Rigid Insulation
C. Section 07600: Flashing and Sheetmetal
D. Section 07900: Joint Sealants
E. Section 15400: Plumbing Work
1.03 REFERENCES
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 2
A. Referenced Standards: These standards form part of this specification only to the
extent they are referenced as specification requirements.
1. ASTM C 1177/C 1177M - Standard Specification for Glass Mat Gypsum
Substrate for Use as Sheathing; 2004.
2. ASTM C 1289 - Standard Specification for Faced Rigid Cellular
Polyisocyanurate Thermal Insulation Board; 2004.
3. ASTM D 3273 - Standard Test Method for Resistance to Growth of Mold
on the Surface of Interior Coatings in an Environmental Chamber; 2000.
4. ASTM D 4637 - Standard Specification for EPDM Sheet used in Single-Ply
Roof Membrane; 2004.
5. ASTM D 4811 - Standard Specification for Nonvulcanized (Uncured)
Rubber Sheet Used as Roof Flashing; 2004.
6. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of
Building Materials; 2005.
7. ASTM E 136 - Standard Test Method for Behavior of Materials in a
Vertical Tube Furnace At 750 Degrees C; 2004.
8. FM 1-28 - Design Wind Loads; Factory Mutual System; 2002.
9. FM 1-29 - Roof Deck Securement and Above Deck Roof Components;
Factory Mutual System; 2005.
10. FM 4470 - Approval Standard - Class I Roof Covers; 1986.
11. PS 1 - Construction and Industrial Plywood; 1995.
12. PS 20 - American Softwood Lumber Standard; 2005.
13. SPRI ES-1 - Wind Design Standard for Edge Systems Used with Low
Slope Roofing Systems; 2003. (ANSI/SPRI ES-1).
1.04 SUBMITTALS
A. Product Data:
1. Provide membrane manufacturer's printed data sufficient to show that all
components of roofing system, including insulation and fasteners, comply
with the specified requirements and with the membrane manufacturer's
requirements and recommendations for the system type specified; include
data for each product used in conjunction with roofing membrane.
2. Where UL or FM requirements are specified, provide documentation that
shows that the roofing system to be installed is UL-Classified or FM-
approved, as applicable; include data itemizing the components of the
classified or approved system.
B. Shop Drawings: Provide:
1. The roof membrane manufacturer's standard details customized for this
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 3
project for all relevant conditions, including flashings, base tie-ins, roof
edges, terminations, expansion joints, penetrations, and drains.
2. For tapered insulation, provide project-specific layout and dimensions for
each board.
C. Pre-Installation Notice: Copy to show that manufacturer's required Pre
Installation Notice (PIN) has been accepted and approved by the manufacturer.
D. Executed Warranty as a requirement of project close-out.
E. Specimen Warranty: Submit prior to starting work.
F. Samples: Submit samples of each product to be used.
1.05 QUALITY ASSURANCE
A. Applicator Qualifications: Roofing installer shall have the following:
1. Current Firestone Master Contractor status.
2. At least five years experience in installing specified system.
B. Pre-Installation Conference: Before start of roofing work, Contractor shall hold a
meeting to discuss the proper installation of materials and requirements to
achieve the warranty.
1. Require attendance with all parties directly influencing the quality of roofing
work or affected by the performance of roofing work.
2. Notify Architect well in advance of meeting.
1.06 DELIVERY, STORAGE AND HANDLING
A. Deliver products in manufacturer's original containers, dry and undamaged, with
seals and labels intact and legible.
B. Store materials clear of ground and moisture with weather protective covering.
C. Keep combustible materials away from ignition sources.
1.07 WARRANTY
A. Comply with all warranty procedures required by manufacturer, including
notifications, scheduling, and inspections.
B. Warranty: Firestone 30 year Platinum Red Shield Limited Warranty covering
membrane, roof insulation, membrane accessories, and metal edging.
Warranty Duration Membrane Thickness (minimum)
30 year 0.090 RubberGard Platinum EPDM
1. Limit of Liability: No dollar limitation.
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 4
2. Scope of Coverage: Repair leaks in the roofing system caused by:
a. Ordinary wear and tear of the elements.
b. Punctures
c. Rooftop service traffic
d. Manufacturing defect in Firestone brand materials.
e. Defective workmanship used to install these materials.
f. Damage due to winds up to 100 mph.
3. The warranty may NOT have any exclusion for ponding water.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Acceptable Manufacturer - Roofing System: Firestone Building Products Co.,
Carmel, IN. www.firestonebpco.com.
1. Roofing systems manufactured by Johns Manville or Carlisle may be
acceptable provided the roofing system is completely equivalent in
materials and warranty conditions and the manufacturer meets the following
qualifications:
a. Specializing in manufacturing the roofing system to be provided.
b. Minimum ten years of experience manufacturing the roofing system
to be provided.
c. Able to provide a no dollar limit, single source roof system warranty
that is backed by corporate assets in excess of one billion dollars.
d. ISO 9002 certified.
e. Able to provide isocyanurate insulation that is produced in own
facilities.
f. Use of the equivalent (30-year warranty) roofing system from Johns
Manville will require the additional use of 1/4” Invinsa® Roof Board.
The additional cover board required by Johns Manville will be
provided at no additional cost to the Owner, and will be included in
the Contractor’s bid price if Contractor chooses to use Johns
Manville.
g. Use of the equivalent (30-year warranty) roofing system from Carlisle
will require the additional use of 5/8” Dens-Deck Prime. The
additional cover board required shall be provided at no additional
cost to the Owner, and will be included in the Contractor’s bid price if
the Contractor chooses to use Carlisle.
B. Manufacturer of Insulation: Same manufacturer as roof membrane.
C. Manufacturer of Metal Roof Edging: Same manufacturer as roof membrane.
1. Metal roof edging products by other manufacturers are not acceptable.
D. Substitution Procedures: See Instructions to Bidders.
1. Submit evidence that the proposed substitution complies with the specified
requirements.
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 5
2.02 ROOFING SYSTEM DESCRIPTION
A. Roofing System:
1. Membrane: Ethylene propylene diene monomer (EPDM).
2. Thickness: As specified elsewhere and on drawings.
3. Membrane Attachment: Fully adhered.
4. Slope: match slope of adjacent existing insulation 1/4 inch per foot (1:48)
by means of tapered insulation as required in areas shown on drawings.
5. Comply with applicable local building code requirements.
6. Provide assembly having Underwriters Laboratories, Inc. (UL) Class A Fire
Hazard Classification.
6. Provide assembly complying with Factory Mutual Corporation (FM) Roof
Assembly Classification, FM DS 1-28 and 1-29.
7. Assembly must be able to sustain 100 mph wind speeds.
B. Insulation:
1. Total System R Value: 25 or greater.
2. Maximum Board Thickness: 2 inches; use as many layers as necessary;
stagger joints in adjacent layers.
Total Insulation (Iso) System
Thickness (IN), nominal R-Value*
1.00 6.0
1.50 9.0
1.75 10.5
2.00 12.1
2.30 14.0
2.50 15.3
2.80 17.2
3.00 18.5
3.25 20.1
3.50 21.7
3.75 23.4
4.00 24.2
*Long Term Thermal Resistance (LTTR) values provide a 15‐Year
time weighted average in accordance with CAN/ULC –S770.
3. Base Layer: Polyisocyanurate foam board, non-composite.
a. Attachment: Mechanical fastening at all roof levels.
4. Top Layer: Polyisocyanurate foam board, non-composite.
a. Attachment: Mechanical fastening at all roof levels.
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 6
2.03 EPDM MEMBRANE MATERIALS
A. Roofing and Flashing Membrane: Black cured synthetic single-ply membrane
composed of ethylene propylene diene terpolymer (EPDM) with the following
properties:
1. Reinforcement: None; membrane complying with ASTM D 4637 Type I.
2. Thickness: 0.090 inch.
3. Nominal Thickness Tolerance: Plus/minus 10 percent.
4. Sheet Width: Provide the widest available sheets to minimize field seaming.
5. Acceptable Product: RubberGard Platinum EPDM Membrane by Firestone
(black).
B. Use accessories and flashings of like color to the primarily specified field EPDM
membrane.
C. Flashing Membrane: Self-curing, non-reinforced membrane composed of
nonvulcanized EPDM rubber, complying with ASTM D 4811 Type II, and with the
following properties:
1. Thickness: 0.055 inch.
2. Acceptable Product: RubberGard EPDM FormFlash by Firestone.
D. Self-Adhesive Flashing Membrane: Semi-cured 45 mil EPDM membrane
laminated to 35 mil EPDM tape adhesive; QuickSeam Flashing by Firestone.
E. Pre-Molded Pipe Flashings: EPDM, molded for quick adaptation to different
sized pipes; Firestone EPDM Pipe Flashing.
F. Self-Adhesive Lap Splice Tape: 35 mil EPDM-based, formulated for compatibility with
EPDM membrane and high-solids primer; QuickSeam Splice Tape by Firestone.
G. Splice Adhesive: Synthetic polymer-based, formulated for compatibility with
EPDM membrane and metal surfaces; SA-1065 Splice Adhesive by Firestone.
H. Bonding Adhesive: Acrylic-based, water-borne, formulated for compatibility with
EPDM membrane and wide variety of substrate materials, including masonry,
wood, and insulation facings; Water-Based Bonding Adhesive by Firestone.
I. Adhesive Primer: Synthetic rubber based primer formulated for compatibility with
EPDM membrane and tape adhesive, with VOC content less than 2.1 lb/gal;
QuickPrime Plus LVOC by Firestone.
J. Seam Edge Treatment: EPDM rubber-based sealant, formulated for sealing
exposed edges of membrane at seams; Lap Sealant HS by Firestone.
K. Pourable Sealer: Two-part polyurethane, two-color for reliable mixing; Pourable
Sealer by Firestone.
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 7
L. Water Block Seal: Butyl rubber sealant for use between two surfaces, not
exposed; Water Block Seal by Firestone.
M. Metal Plates and Strips Used for Fastening Membrane and Insulation: Steel with
Galvalume coating; corrosion-resistance meeting FM 4470 criteria.
N. Termination Bars: Aluminum bars with integral caulk ledge; 1.3 inches wide by
0.10 inch thick; Firestone Termination Bar by Firestone.
O. Roof Walkway Pads: EPDM, 0.30 inch thick by 30 by 30 inches with EPDM tape
adhesive strips laminated to the bottom; QuickSeam Walkway Pads by Firestone.
2.04 ROOF INSULATION
A. Polyisocyanurate Board Insulation: Closed cell polyisocyanurate foam with
black glass reinforced mat laminated to faces, complying with ASTM C 1289
Type II Class 1, with the following additional characteristics:
1. Thickness: As required to adjacent existing slopes in areas shown on
drawings.
2. Size: 48 inches by 96 inches, nominal.
a. Exception: Insulation to be attached using adhesive may be
no larger than 48 inches by 48 inches, nominal.
3. R-Value (LTTR): 1.0 inch Thickness: 6.0, minimum.
4. Compressive Strength: 20 psi when tested in accordance with ASTM C
1289.
5. Ozone Depletion Potential: Zero; made without CFC or HCFC blowing agents.
6. Recycled Content: 19 percent post-consumer and 15 percent post-
industrial, average.
7. Acceptable Product: Flat and/or Tapered ISO 95+ polyiso board insulation
by Firestone
B. Insulation Fasteners (all roof levels): Type and size as required by roof
membrane manufacturer for roofing system and warranty to be provided; use
only fasteners furnished by roof membrane manufacturer.
2.05 METAL ACCESSORIES
A. Metal Roof Edging and Fascia: Continuous metal edge member serving as
termination of roof membrane and retainer for metal fascia; watertight with no
exposed fasteners; mounted to roof edge nailer.
1. Wind Performance:
a. Membrane Pull-Off Resistance: 100 lbs/ft, minimum, when tested in
accordance with ANSI/SPRI ES-1 Test Method RE-1, current edition.
b. Fascia Pull-Off Resistance: At least the minimum required when tested
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 8
in accordance with ANSI/SPRI ES-1 Test Method RE-2, current edition.
c. Provide product listed in current Factory Mutual Research Corporation
Approval Guide with at least FM 1-270 rating.
2. Description: Provide prefabricated 24-gauge Steel with Kynar 500 finish
in manufacturers standard colors to be selected by Architect/Owner;
Firestone Una-Edge GS (Gravelstop).
3. Fascia Face Height:
a. Match existing fascia height at all roof levels.
4. Edge Member Height Above Nailer: 1-1/4 inches.
5. Length: 144 inches.
6. Functional Characteristics: Fascia retainer supports while allowing for free
thermal cycling of fascia.
7. Aluminum Bar: Continuous 6063-T6 alloy aluminum extrusion with pre-
punched slotted holes; miters welded; injection molded EPDM splices to
allow thermal expansion.
8. Anchor Bar Cleat: 20 gage, 0.036 inch G90 coated commercial type
galvanized steel with pre-punched holes.
9. Curved Applications: Factory modified.
10. Fasteners: Factory-provided corrosion resistant fasteners, with drivers; no
exposed fasteners permitted.
11. Special Shaped Components: Provide factory-fabricated pieces necessary
for complete installation, including miters, scuppers, and end caps;
minimum 14 inch long legs on corner pieces.
12. Scuppers: Welded watertight.
13. Accessories: Provide any other special fabrications as shown on the
drawings.
2.06 ACCESSORY MATERIALS
A. Wood Nailers: PS 20 dimension lumber, Structural Grade No. 2 or better
Southern Pine, Douglas Fir; or PS 1, APA Exterior Grade plywood; pressure
preservative treated.
1. Width: 5-1/2 inches, nominal minimum, or wider as the nailing flange of
the roof accessory to be attached to it requires.
2. Thickness: Same as thickness of roof insulation.
PART 3 INSTALLATION
3.01 GENERAL
A. Install roofing, insulation, flashings, and accessories in accordance with roofing
manufacturer's published instructions and recommendations for the specified
roofing system. Where manufacturer provides no instructions or
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 9
recommendations, follow good roofing practices and industry standards.
Comply with federal, state, and local regulations.
B. Obtain all relevant instructions and maintain copies at project site for duration of
installation period.
C. Do not start work until Pre-Installation Notice has been submitted to
manufacturer as notification that this project requires a manufacturer's warranty.
D. Perform work using competent and properly equipped personnel.
E. Temporary closures, which ensure that moisture does not damage any
completed section of the new roofing system, are the responsibility of the
applicator. Completion of flashings, terminations, and temporary closures shall
be completed as required to provide a watertight condition.
F. Install roofing membrane only when surfaces are clean, dry, smooth and free of
snow or ice; do not apply roofing membrane during inclement weather or when
ambient conditions will not allow proper application; consult manufacturer for
recommended procedures during cold weather. Do not work with sealants and
adhesives when material temperature is outside the range of 60 to 80 degrees F.
G. Protect adjacent construction, property, vehicles, and persons from damage
related to roofing work; repair or restore damage caused by roofing work.
1. Protect from spills and overspray from bitumen, adhesives, sealants and
coatings.
2. Particularly protect metal, glass, plastic, and painted surfaces from bitumen,
adhesives, and sealants within the range of wind-borne overspray.
3. Protect finished areas of the roofing system from roofing related work traffic
and traffic by other trades.
H. Until ready for use, keep materials in their original containers as labeled by the
manufacturer.
I. Consult membrane manufacturer's instructions, container labels, and Material
Safety Data Sheets (MSDS) for specific safety instructions. Keep all adhesives,
sealants, primers and cleaning materials away from all sources of ignition.
3.02 EXAMINATION
A. Examine roof deck to determine that it is sufficiently rigid to support installers
and their mechanical equipment and that deflection will not strain or rupture roof
components or deform deck.
B. Verify that surfaces and site conditions are ready to receive work. Correct
defects in the substrate before commencing with roofing work.
C. Examine roof substrate to verify that it is properly sloped to drains.
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 10
D. Verify that the specifications and drawing details are workable and not in conflict
with the roofing manufacturer's recommendations and instructions; start of work
constitutes acceptable of project conditions and requirements.
3.03 PREPARATION
A. Take appropriate measures to ensure that fumes from adhesive solvents are
not drawn into the building through air intakes.
B. Prior to proceeding, prepare roof surface so that it is clean, dry, and smooth,
and free of sharp edges, fins, roughened surfaces, loose or foreign materials,
oil, grease and other materials that may damage the membrane.
C. Fill all surface voids in the immediate substrate that are greater than 1/4 inch
wide with fill material acceptable insulation to membrane manufacturer.
D. Seal, grout, or tape deck joints, where needed, to prevent bitumen seepage into
building.
3.04 VAPOR RETARDER
A. For all roof levels: use 6 mil polyethylene sheeting, lap sheets 12” minimum.
3.05 INSULATION INSTALLATION
A. Install insulation in configuration and with attachment method(s) specified in
PART 2, under Roofing System.
B. Install only as much insulation as can be covered with the completed roofing
system before the end of the day's work or before the onset of inclement weather.
C. Lay roof insulation in courses parallel to roof edges.
D. Neatly and tightly fit insulation to all penetrations, projections, and nailers, with
gaps not greater than 1/4 inch. Fill gaps greater than 1/4 inch with acceptable
insulation. Do not leave the roofing membrane unsupported over a space
greater than 1/4 inch.
E. Mechanical Fastening: Using specified fasteners and insulation plates engage
fasteners through insulation into deck to depth and in pattern required by
Factory Mutual for FM Class specified in PART 2 and membrane manufacturer,
whichever is more stringent.
F. When installing multiple layers of insulation, all joints between layers shall be
staggered at least 6 in.
.
3.06 SINGLE-PLY MEMBRANE INSTALLATION
A. Beginning at low point of roof, place membrane without stretching over
substrate and allow to relax at least 30 minutes before attachment or splicing; in
colder weather allow for longer relax time.
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 11
B. Lay out the membrane pieces so that field and flashing splices are installed to
shed water.
C. Install membrane without wrinkles and without gaps or fishmouths in seams;
bond and test seams and laps in accordance with membrane manufacturer's
instructions and details.
D. Install membrane adhered to the substrate, with edge securement as specified.
E. Adhered Membrane: Bond membrane sheet to substrate using membrane
manufacturer's recommended bonding material, application rate, and procedures.
F. Edge Securement: Secure membrane at all locations where membrane
terminates or goes through an angle change greater than 2 in 12 inches (1:6 )
using mechanically fastened reinforced perimeter fastening strips, plates, or
metal edging as indicated or as recommended by roofing manufacturer.
1. Exceptions: Round pipe penetrations less than 18 inches in diameter and
square penetrations less than 4 inches square.
2. Metal edging is not merely decorative; ensure anchorage of membrane as
intended by roofing manufacturer.
3.07 FLASHING AND ACCESSORIES INSTALLATION
A. Install flashings, including laps, splices, joints, bonding, adhesion, and attachment,
as required by membrane manufacturer's recommendations and details.
B. Metal Accessories: Install metal edgings, gravel stops, and copings in locations
indicated on the drawings, with horizontal leg of edge member over membrane
and flashing over metal onto membrane.
1. Follow roofing manufacturer's instructions.
2. Remove protective plastic surface film immediately before installation.
3. Install water block sealant under the membrane anchorage leg.
4. Flash with manufacturer's recommended flashing sheet unless otherwise
indicated.
5. Where single application of flashing will not completely cover the metal
flange, install additional piece of flashing to cover the metal edge.
6. If the roof edge includes a gravel stop and sealant is not applied between
the laps in the metal edging, install an additional piece of self-adhesive
flashing membrane over the metal lap to the top of the gravel stop; apply
seam edge treatment at the intersections of the two flashing sections.
7. When the roof slope is greater than 1:12, apply seam edge treatment along
the back edge of the flashing.
C. Scuppers: Set in sealant and secure to structure; flash as recommended by
manufacturer.
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 12
D. Flashing at Walls, Curbs, and Other Vertical and Sloped Surfaces: Install
weathertight flashing at all walls, curbs, parapets, curbs, skylights, and other
vertical and sloped surfaces that the roofing membrane abuts to; extend
flashing at least 8 inches high above membrane surface.
1. Use the longest practical flashing pieces.
2. Evaluate the substrate and overlay and adjust installation procedure in
accordance with membrane manufacturer's recommendations.
3. Complete the splice between flashing and the main roof sheet with
specified splice adhesive before adhering flashing to the vertical surface.
4. Provide termination directly to the vertical substrate as shown on roof drawings.
E. Roof Drains:
1. Taper insulation around drain to provide smooth transition from roof surface
to drain. Use specified pre-manufactured tapered insulation with facer or
suitable bonding surface to achieve slope; slope not to exceed
manufacturer's recommendations.
2. Position membrane, then cut a hole for roof drain to allow 1/2 to 3/4 inch of
membrane to extend inside clamping ring past drain bolts.
3. Make round holes in membrane to align with clamping bolts; do not cut
membrane back to bolt holes.
4. Clean, paint with Rustoleum paint, and reinstall existing drain assemblies,
connecting to existing drain lines.
5. Apply sealant on top of drain bowl where clamping ring seats below the
membrane
6. Install roof drain clamping ring and clamping bolts; tighten clamping bolts to
achieve constant compression.
F. Flashing at Penetrations: Flash all penetrations passing through the
membrane; make flashing seals directly to the penetration.
1. Pipes, Round Supports, and Similar Items: Flash with specified pre-molded
pipe flashings wherever practical; otherwise use specified self-curing
elastomeric flashing.
2. Pipe Clusters and Unusual Shaped Penetrations: Provide penetration
pocket at least 2 inches deep, with at least 1 inch clearance from
penetration, sloped to shed water.
3. Structural Steel Tubing: If corner radii are greater than 1/4 inch and longest
side of tube does not exceed 12 inches, flash as for pipes; otherwise,
Provide a standard curb with flashing.
4. Flexible and Moving Penetrations: Provide weathertight gooseneck set in
sealant and secured to deck, flashed as recommended by manufacturer.
ELASTOMERIC SHEET WATERPROOFING (EPDM) – ADHERED
Section 07530 – Page 13
3.08 FINISHING AND WALKWAY INSTALLATION
A. Install walkways at access points to the roof, around rooftop equipment that
may require maintenance, and where indicated on the drawings.
1. Use specified walkway pads unless otherwise indicated.
B. Walkway Pads: Adhere to the roofing membrane, spacing each pad at
minimum of 1.0 inch and maximum of 3.0 inches from each other to allow for
drainage.
1. If installation of walkway pads over field fabricated splices or within 6 inches
of a splice edge cannot be avoided, adhere another layer of flashing over
the splice and extending beyond the walkway pad a minimum of 6 inches
on either side.
2. Prime the membrane, remove the release paper on the pad, press in place,
and walk on pad to ensure proper adhesion.
3.09 FIELD QUALITY CONTROL
A. Inspection by Manufacturer: Provide final inspection of the roofing system by a
Technical Representative employed by roofing system manufacturer specifically
to inspect installation for warranty purposes (i.e. not a sales person).
B. Perform all corrections necessary for issuance of warranty.
3.10 CLEANING
A. Clean all contaminants generated by roofing work from building and
surrounding areas, including bitumen, adhesives, sealants, and coatings.
B. Repair or replace building components and finished surfaces damaged or
defaced due to the work of this section; comply with recommendations of
manufacturers of components and surfaces.
C. Remove leftover materials, trash, debris, equipment from project site and
surrounding areas.
3.11 PROTECTION
A. Where construction traffic must continue over finished roof membrane, provide
durable protection and replace or repair damaged roofing to original condition.
END OF SECTION
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 1
SECTION 07541
THERMOPLASTIC MEMBRANE ROOFING (PVC) - ADHERED
PART 1 - GENERAL CONDITIONS
1.01 DESCRIPTION
A. Scope
To install a complete adhered Sika Sarnafil roofing system including membrane,
flashings and other components.
B. Related Work
The work includes but is not limited to the installation of:
1. Removal of Existing Roofing membrane and Wet Insulation
2. Substrate Preparation at Insulation Infill Areas
3. Remove and Reinstall Existing Roof Drains
4. Vapor Barrier at Insulation Infill Areas
5. Wood Blocking
6. Insulation at Infill Areas
7. Separation Layers
8. Roof Membrane
9. Fasteners
10. Adhesive for Flashings
11. Roof Membrane Flashings
12. Walkways
13. Metal Flashings
14. Sealants
C. Upon successful completion of work the following warranties may be obtained:
1. Sika Sarnafil Warranty
2. Roofing Applicator Warranty
1.02 QUALITY ASSURANCE
A. This roofing system shall be applied only by a Roofing Applicator authorized by
Sika Sarnafil prior to bid (Sika Sarnafil "Applicator").
B. Upon completion of the installation and the delivery to Sika Sarnafil by the
Applicator of certification that all work has been done in strict accordance with
the contract specifications and Sika Sarnafil's requirements, a Sika Sarnafil
Technical Service Representative will review the installed roof system wherever
a Standard or System warranty has been specified.
C. There shall be no deviation made from the Project Specification or the approved
shop drawings without prior written approval by the Owner, the Owner's
Representative and Sika Sarnafil.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 2
D. All work pertaining to the installation of Sarnafil membrane and flashings shall
only be completed by Applicator personnel trained and authorized by Sika
Sarnafil in those procedures.
E. Roofing membrane manufacturer must have a demonstrated performance history
of producing PVC roof membranes no less, in duration of years, than the
warranty duration specified.
F. Product to be manufactured by membrane supplier and not private labeled.
G. Manufacturer to have a minimum of five years experience recycling their
membranes at the end of their service life back into new membrane products.
Provide a minimum of five reference projects.
1.03 SUBMITTALS
At the time of bidding, the Applicator shall submit to the Owner (or
Representative) the following:
A. Samples of each primary component to be used in the roof system and the
manufacturer's current literature for each component.
B. Written approval by the insulation manufacturer (as applicable) for use and
performance of the product in the proposed system.
C. Sample copy of Sika Sarnafil's warranty.
D. Sample copy of Applicator's warranty.
E. Dimensioned shop drawings which shall include:
1. Outline of roof with roof size and elevations shown.
2. Details of flashing methods for penetrations.
3. Technical acceptance from Sika Sarnafil.
F. Certifications by manufacturers of roofing and insulating materials that all
materials supplied comply with all requirements of the identified ASTM and other
industry standards or practices.
G. Certification from the Applicator that the system specified meets all identified
code and insurance requirements as required by the Specification.
H. Material Safety Data Sheets (MSDS)
1.04 CODE REQUIREMENTS
The Applicator shall submit evidence that the proposed roof system meets the
requirements of the local building code and has been tested and approved or
listed by the following test organizations. These requirements are minimum
standards and no roofing work shall commence without written documentation of
the system's compliance, as required in the "Submittals" section of this
specification.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 3
A. System shall be designed to meet a minimum wind design requirements of the
most recent version of ASCE 7.
B. Assembly must be able to sustain 100 mph wind speeds.
1.05 PRODUCT DELIVERY, STORAGE AND HANDLING
A. All products delivered to the job site shall be in the original unopened containers
or wrappings bearing all seals and approvals.
B. Handle all materials to prevent damage. Place all materials on pallets and fully
protect from moisture.
C. Membrane rolls shall be stored lying down on pallets and fully protected from the
weather with clean canvas tarpaulins. Unvented polyethylene tarpaulins are not
accepted due to the accumulation of moisture beneath the tarpaulin in certain
weather conditions that may affect the ease of membrane weldability.
D. As a general rule all adhesives shall be stored at temperatures between 40°F
and 80°F. Read instructions contained on adhesive canister for specific storage
instructions.
E. All flammable materials shall be stored in a cool, dry area away from sparks and
open flames. Follow precautions outlined on containers or supplied by material
manufacturer/supplier.
F. All materials which are determined to be damaged by the Owner's
Representative or Sika Sarnafil are to be removed from the job site and replaced
at no cost to the Owner.
1.06 JOB CONDITIONS
A. Sika Sarnafil materials may be installed under certain adverse weather
conditions but only after consultation with Sika Sarnafil, as installation time and
system integrity may be affected.
B. Only as much of the new roofing as can be made weathertight each day,
including all flashing and detail work, shall be installed. All seams shall be heat
welded before leaving the job site that day.
C. All work shall be scheduled and executed without exposing the interior building
areas to the effects of inclement weather. The existing building and its contents
shall be protected against all risks.
D. All surfaces to receive new insulation, membrane or flashings shall be dry.
Should surface moisture occur, the Applicator shall provide the necessary
equipment to dry the surface prior to application.
E. All new and temporary construction, including equipment and accessories, shall
be secured in such a manner as to preclude wind blow-off and subsequent roof
or equipment damage.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 4
F. Uninterrupted waterstops shall be installed at the end of each day's work and
shall be completely removed before proceeding with the next day's work.
Waterstops shall not emit dangerous or unsafe fumes and shall not remain in
contact with the finished roof as the installation progresses. Contaminated
membrane shall be replaced at no cost to the Owner.
G. The Applicator is cautioned that certain Sarnafil membranes are incompatible
with asphalt, coal tar, heavy oils, roofing cements, creosote and some
preservative materials. Such materials shall not remain in contact with Sarnafil
membranes. The Applicator shall consult Sika Sarnafil regarding compatibility,
precautions and recommendations.
H. Arrange work sequence to avoid use of newly constructed roofing as a walking
surface or for equipment movement and storage. Where such access is
absolutely required, the Applicator shall provide all necessary protection and
barriers to segregate the work area and to prevent damage to adjacent areas. A
substantial protection layer consisting of plywood over Sarnafelt or plywood over
insulation board shall be provided for all new and existing roof areas that receive
rooftop traffic during construction.
I. Prior to and during application, all dirt, debris and dust shall be removed from
surfaces either by vacuuming, sweeping, blowing with compressed air or similar
methods.
J. The Applicator shall follow all safety regulations as required by OSHA and any
other applicable authority having jurisdiction.
K. All roofing, insulation, flashings and metal work removed during construction
shall be immediately taken off site to a legal dumping area authorized to receive
such materials. Hazardous materials, such as materials containing asbestos, are
to be removed and disposed of in strict accordance with applicable City, State
and Federal requirements.
L. All new roofing waste material (i.e., scrap roof membrane, empty cans of
adhesive) shall be immediately removed from the site by the Applicator and
properly transported to a legal dumping area authorized to receive such material.
M. The Applicator shall take precautions that storage and application of materials
and equipment does not overload the roof deck or building structure.
N. Installation of a Sarnafil membrane over coal tar pitch or a resaturated roof
requires special consideration to protect the Sarnafil membrane from volatile
fumes and materials. Consult Sika Sarnafil for precautions prior to bid.
O. Flammable adhesives and deck primers shall not be stored and not be used in
the vicinity of open flames, sparks and excessive heat.
P. All rooftop contamination that is anticipated or that is occurring shall be reported
to Sika Sarnafil to determine the corrective steps to be taken.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 5
Q. The Applicator shall verify that all roof drain lines are functioning correctly (not
clogged or blocked) before starting work. Applicator shall report any such
blockages in writing (letter copy to Sika Sarnafil) to the Owner's Representative
for corrective action prior to the installation of the Sika Sarnafil roof system.
R. Applicator shall immediately stop work if any unusual or concealed condition is
discovered and shall immediately notify Owner of such condition in writing for
correction at the Owner's expense (letter copy to Sika Sarnafil).
S. Site cleanup, including both interior and exterior building areas that have been
affected by construction, shall be completed to the Owner's satisfaction.
T. All landscaped areas damaged by construction activities shall be repaired at no
cost to the Owner.
U. The Applicator shall conduct fastener pullout tests in accordance with the latest
version of the SPRI/ANSI Fastener Pullout Standard to verify condition of the
deck/substrate and to confirm expected pullout values.
V. The Sarnafil membrane shall not be installed under the following conditions
without consulting Sika Sarnafil’s Technical Dept. for precautionary steps:
1. The roof assembly permits interior air to pressurize the membrane underside.
2. Any exterior wall has 10 percent or more of the surface area comprised of
opening doors or windows.
3. The wall/deck intersection permits air entry into the wall flashing area.
W. Precautions shall be taken when using Sarnacol adhesives at or near rooftop
vents or air intakes. Adhesive odors could enter the building. Coordinate the
operation of vents and air intakes in such a manner as to avoid the intake of
adhesive odor while ventilating the building. Keep lids on unused cans at all
times.
X. Protective wear shall be worn when using solvents or adhesives or as required
by job conditions.
Y. Sarnafil membranes are slippery when wet or covered with snow, frost, or ice.
Working on surfaces under these conditions is hazardous. Appropriate safety
measures must be implemented prior to working on such surfaces. Always
follow OSHA and other relevant fall protection standards when working on roofs.
1.07 BIDDING REQUIREMENTS
A. Pre-Bid Meeting:
A pre-bid meeting shall be held with the Owner's Representative and involved
trades to discuss all aspects of the project. The Applicator's field representative
or roofing foreman for the work shall be in attendance. Procedures to avoid
rooftop damage by other trades shall be determined.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 6
B. Site Visit:
Bidders shall visit the site and carefully examine the areas in question as to
conditions that may affect proper execution of the work. All dimensions and
quantities shall be determined or verified by the Applicator. No claims for extra
costs will be allowed because of lack of full knowledge of the existing conditions
unless agreed to in advance with the Owner or Owner's Representative.
1.08 WARRANTIES
A. Sika Sarnafil System Warranty (only products purchased from Sika Sarnafil are
covered under System Warranty)
Upon successful completion of the work to Sika Sarnafil's satisfaction and receipt
of final payment, the Sika Sarnafil System Warranty shall be issued.
B. Applicator/Roofing Contractor Warranty
Applicator shall supply Owner with a separate workmanship warranty. In the
event any work related to roofing, flashing, or metal is found to be within the
Applicator warranty term, defective or otherwise not in accordance with Contract
Documents, the Applicator shall repair that defect at no cost to the Owner.
Applicator's warranty obligation shall run directly to Owner, and a copy shall be
sent to Sika Sarnafil.
C. Owner Responsibility
Owner shall notify both Sika Sarnafil and the Applicator of any leaks as they
occur during the time period when both warranties are in effect.
1.09 WARRANTY DURATIONS
A. Sika Sarnafil’s warranty shall be in effect for a 30 year duration.
B. Applicator’s/Roofing Contractor’s Warranty shall be in effect for a 2 year
duration.
PART 2 - PRODUCTS
2.01 GENERAL
A. Components of the roof system are to be products of Sika Sarnafil as indicated
on the Detail Drawings and specified in the Contract Documents.
B. Components to be used that are other than those supplied or manufactured by
Sika Sarnafil may be submitted for review and acceptance by Sika Sarnafil. Sika
Sarnafil’s acceptance of any other product is only for a determination of
compatibility with Sika Sarnafil products and not for inclusion in the Sika Sarnafil
warranty. The specifications, installation instructions, limitations, and restrictions
of the respective manufacturers must be reviewed by the Owner’s
Representative for acceptability for the intended use with Sika Sarnafil products.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 7
C. Special consideration should be given to construction related moisture. An
example is the significant amount of moisture generated when concrete floor slabs
are poured after the roof has been installed. Sika Sarnafil is not responsible for
damage to the insulation when exposed to construction related moisture.
2.02 MEMBRANE
A. Membrane shall conform to ASTM D4434 (latest version), "Standard for Polyvinyl
Chloride Sheet Roofing". Classification: Type II, Grade I.
B. Sarnafil G410 thermoplastic membrane with fiberglass reinforcement and lacquer
coating
C. Thickness
1. Sarnafil G410-20, 80 mil
D. Color of Membrane
1. EnergySmart White, initial solar reflectance of 0.83, emittance of 0.90, and
solar reflective index (SRI) of 104 (ENERGY STAR listed).
E. Typical Physical Properties (1)
Parameters
ASTM
Test
Method
ASTM D-4434
Spec.
Requirement
Typical Physical
Properties
Reinforcing Material - - Fiberglass
Overall Thickness(1), min., inches (mm) D638 0.045 (1.14) [0.0 inches)]
Thickness Above Scrim, mil - 16 24 (avg.)
Tensile Strength, min., lbf/in (N) (machine
transverse)
D751 55 (245) - 55
(245)
55 (245) - 55
(245)
Elongation at Break, min. (machine /
transverse)
D751 250% / 220% 250% / 220%
Seam strength(2), min. (% of tensile
strength)
D638 75 80
Retention of Properties After Heat Aging D3045 - -
Tensile Strength, min.,
(% of original)
D638 90 95
Elongation, min., (% of original) D638 90 90
Tearing Resistance, min., lbf D1004 10 14
Low Temperature Bend, -40º F D2136 Pass Pass
Accelerated Weathering Test
(florescent light, uv exposure)
G154 5,000 Hours 10,000 Hours
Cracking (7x magnification) - None None
Discoloration (by observation) - Negligible Negligible
Crazing (7x magnification) - None None
Linear Dimensional Change D1204 0.10 % max. 0.02%
Weight Change After Immersion in Water D570 ± 3.0% max. 2.5%
Static Puncture Resistance, 33 lbf D5602 Pass Pass
Dynamic Puncture Resistance, 7.3 ft-lbf D5635 Pass Pass
Initial Solar Reflectance E903 - 0.83
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 8
Emissivity E408,
C1371,
Other
- 0.90
Solar Reflective Index (SRI) E1980 - 104
Recycled Content (5 & 10 ft. sheets only) 9% Pre-Consumer / 1% Post Consumer
Notes
(1) Typical Physical Properties data is applicable for 0.048 in membrane thickness and greater.
(2) Failure occurs through membrane rupture not seam failure.
2.03 FLASHING MATERIALS
A. Wall / Curb Flashing
1. G410 Flashing Membrane
A fiberglass reinforced membrane adhered to approved substrates using
Sarnacol adhesive. G410 comes in 8” and 12” widths and is 60 mil thick.
Consult Product Data Sheets for adhesive options and additional information.
B. Perimeter Edge Flashing
1. Sarnaclad
A PVC-coated, heat-weldable sheet metal capable of being formed into a
variety of shapes and profiles. Sarnaclad is a 24 gauge, G90 galvanized
metal sheet with a 20 mil unsupported Sarnafil membrane laminated on one
side. The dimensions of Sarnaclad are 4 ft x 8 ft or 4 ft x 10 ft. Consult
Product Data Sheet for additional information.
C. Miscellaneous Flashing
1. Sarnareglet
A heavy-duty, extruded aluminum flashing termination reglet used at walls
and large curbs. Sarnareglet is produced from 6063-T5, 0.10 inch to 0.12
inch thick extruded aluminum. Sarnareglet has a 2-1/4 inch deep profile, and
is provided in 10 foot lengths. Use prefabricated Sarnareglet mitered inside
and outside corners where walls intersect. Consult Product Data Sheet for
additional information.
2. Sarnastack Universal
A 60 mil thick prefabricated stack/pipe boot injection molded. Consult
Product Data Sheet for additional information.
3. Sarnacircles
A 60 mil thick prefabricated 4 1/2 in. round circle patch injection molded.
Consult Product Data Sheet for additional information.
4. Sarnacorners - Inside
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 9
A 60 mil thick prefabricated inside corner injection molded. Consult Product
Data Sheet for additional information.
5. Sarnacorners - Outside
A 60 mil thick prefabricated outside corner injection molded. Consult Product
Data Sheet for additional information.
6. Open Post Flashing
A 48 mil thick prefabricated flashing using weld technology convenient to
flash obstructed rooftop conduits and pipes. Open post flashings are
fabricated with an open seam and are available in different sizes. Consult
Product Data Sheet for sizes and additional information.
7. Sikaflex-1a
A proprietary sealant used at wall, curb drain terminations, pipe penetrations,
and under certain metals. It can also be used as a pitch pocket sealant.
Consult Product Data Sheet for additional information.
8. Sarnafiller
A pourable two component urethane sealant used as a pitch pocket filler for
roofing applications. Consult Product Data Sheet for additional information.
9. Sarnacol 2170 Adhesive
A solvent-based reactivating adhesive used to attach membrane to flashing
substrate. Consult Product Data Sheets for additional information.
SARNACOL 2170 / 2170 VC COVERAGE RATES FOR FLASHING MEMBRANE
Substrate
(1st coat) Membrane Total Approximate
/ Pail
Smooth Plywood 100 ft²/gal + 200 ft²/gal = 67 ft²/gal 333 ft²
Concrete Wall 100 ft²/gal + 200 ft²/gal = 67 ft² /gal 333 ft²
Masonry Wall 100 ft²/gal + 200 ft²/gal = 67 ft² /gal 333 ft²
Granular Bitumen 100 ft²/gal + 200 ft²/gal = 67 ft² /gal 333 ft²
Smooth Aged Bitumen 100 ft²/gal + 200 ft²/gal = 67 ft² /gal 333 ft²
Notes:
a) When Sarnafelt is used as a leveling and/or separating layer a 2nd coat on
the dried substrate at the same rate is required to adhere the felt and then
the membrane.
2.04 INSULATION / ROOF BOARDS
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 10
A. Sarnatherm Insulation ACFoam IV
A 20 psi rigid polyisocyanurate insulation board with integrally laminated heavy,
durable, and dimensionally stable coated polymer bonded glass fiber mat facer.
Glass mat facers CANNOT be used with hot-applied systems. Available in 4 x 4
ft or 4 x 8 ft flat or tapered sizes in various thicknesses.
2.05 ATTACHMENT COMPONENTS
A. Membrane Adhesive
1. Sarnacol 2170 Adhesive:
A solvent-based reactivating-type adhesive used to attach the membrane to
the substrate. Consult Product Data Sheets for additional information.
SARNACOL 2170 / 2170 VC COVERAGE RATES FOR BAREBACK MEMBRANE
Substrate Membrane Total Approximate
/ Pail
Polyisocyanurate Felt
Facer 80 ft² /gal + 200 ft²/gal = 57 ft² /gal 285 ft²
Polyisocyanurate Glass
Facer 100 ft²/gal + 200 ft²/gal = 67 ft² /gal 333 ft²
Smooth Plywood 100 ft²/gal + 200 ft²/gal = 67 ft² /gal 333 ft²
Metal 133 ft²/gal + 200 ft²/gal = 80 ft² /gal 400 ft²
Smooth Concrete Deck 80 ft² /gal + 200 ft²/gal = 57 ft² /gal 285 ft²
DensDeck® 80 ft² /gal + 200 ft²/gal = 57 ft² /gal 285 ft²
DensDeck Prime 100 ft²/gal + 200 ft²/gal = 67 ft² /gal 333 ft²
Securock® Gypsum-
Fiber 100 ft²/gal + 200 ft²/gal = 67 ft² /gal 333 ft²
Notes:
a) Due to an increase in viscosity when outdoor temperatures during installation
are below 40°F, add 1/2 gallon per 100 ft² to rate for estimating purposes.
2. Sarnacol 2121 Adhesive:
A water-based adhesive used to attach the membrane to horizontal or near-
horizontal substrates. Consult Product Data Sheets for additional
information.
SARNACOL 2121 COVERAGE RATES FOR BAREBACK MEMBRANE
Substrate
Squeegee
Applied
Total Rate
Roller Applied
Total Rate
Spray Applied
Total Rate
Polyisocyanurate Felt
Facer 67 ft² /gal 100 ft²/gal 133 ft²/gal
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 11
Polyisocyanurate Glass
Facer 80 ft²/gal 100 ft²/gal 133 ft²/gal
Smooth Plywood 67 ft² /gal 100 ft²/gal 133 ft²/gal
DensDeck® Prime 80 ft²/gal 100 ft²/gal 133 ft²/gal
Securock® Gypsum-Fiber 80 ft²/gal 100 ft²/gal 133 ft²/gal
B. Insulation Board Adhesive (North Process Building)
Sarnacol 2163 Adhesive:
A low odor, VOC compliant, one step, low-rise urethane foam used to attach
insulation to approved compatible substrates. Adhesive is applied with a gravity
fed applicator or by hand with a dual component caulk gun. Additional adhesive
may be required for rougher surfaces. Consult Product Data Sheets for
additional information and for approved substrates and approved insulations.
Coverage - Approximately 600 sq. ft. per case. Rates are based on an
application pattern of 4 ribbons, 1/4-1/2 in. beads, 12 in. o.c. per 4 x 4 ft.
insulation board. Coverage rates may vary over irregular surfaces.
Approximate Set-Time - Air Temperature between 60-90°F = 5-8 minutes.
Air Temperature between 32-60°F = 8-15 minutes.
Storage - For ease of application, maintain a minimum material temperature of
70°F prior to use. Store in a cool dry location at temperatures between 55°F and
85°F, protect from freezing at all times. Shelf life is 8 months from the date of
manufacture.
C. Sarnaplate - Low Profile (Main Building)
A specially-designed stress plate used with #12, HD (#14) and XP (#15)
Sarnafasteners to attach insulation and/or roof boards directly to steel, wood, and
concrete roof decks (not recommended for use directly over a plywood or OSB
surface). Sarnaplate-Low Profile has a low profile surface to minimize
telegraphing through the membrane. The low profile surface also increases
bonding around the plate. Sarnaplate-Low Profile is a 2-3/4 inch square, 22
gauge stamping of SAE 1010 steel with an AZ -50/55 Galvalume coating to meet
Factory Mutual 4470 criteria for corrosion resistance. Consult Product Data
Sheet for additional information.
D. Sarnafastener #12 (Main Building)
A #12 corrosion-resistant fastener used with Sarnaplates to attach insulation
boards to steel or wood roof decks. Sarnafastener #12 has a modified buttress
thread, a shank diameter of approximately 0.168 inch and a thread diameter of
approximately 0.214 inch. The driving head has a diameter of approximately
0.435 inch with a #3 Phillips recess for positive engagement. Consult Product
Data Sheet for additional information.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 12
E. Sarnastop
An extruded aluminum, low profile bar used with certain Sarnafasteners to attach
to the roof deck or to walls/curbs at terminations, penetrations and at incline
changes of the substrate. Sarnastop is a 1 inch wide, flat aluminum bar 1/8 inch
thick that has predrilled holes every 6 inches on center. Consult Product Data
Sheet for additional information.
2.06 DECK PRIMERS
A. Sarnavap Self-Adhered Primer (North Process Building)
A solvent-based primer designed for use with Sarnavap Self-Adhered vapor
barrier to prime wood, concrete, lightweight concrete, gypsum boards and decks
prior to application Sarnavap Self-Adhered vapor barrier. Consult Product Data
Sheet for additional information.
2.07 WALKWAY PROTECTION
A. SarnaTred
A polyester reinforced, 0.096 inch, weldable membrane with surface
embossment. Used as a protection layer from rooftop traffic. SarnaTred is
supplied in rolls of 39.3 inches wide and 32.8 feet long. Consult Product Data
Sheet for additional information.
2.08 VAPOR BARRIER
A. Sarnavap-10 (Main Building)
A 10 mil thick polyethylene vapor barrier/air barrier. Sarnavap-10 is supplied in a
folded panel that is rolled onto a core. The core width is 5 feet. When unrolled off
the core and unfolded, the sheet dimensions are 20 feet wide by 100 feet long.
Consult Product Data Sheet for additional information.
B. Sarnavap Self-Adhered (North Process Building)
A 32 mil self-adhesive vapor barrier that can also serve as temporary roof
protection. Sarnavap Self-Adhered is available in rolls 44.9 inches x 133.8 feet.
Consult Product Data Sheet for additional information.
2.09 MISCELLANEOUS ACCESSORIES
A. Sarnamatic 641mc or 661
220 volt, self-propelled, hot-air welding machine used to seal Sarnafil membrane seams.
B. Aluminum Tape
A 2 inch wide pressure-sensitive aluminum tape used as a separation layer
between small areas of asphalt contamination and the membrane and as a bond-
breaker under the coverstrip at Sarnaclad joints.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 13
C. Multi-Purpose Tape
A high performance sealant tape used with metal flashings as a preventive
measure against air and windblown moisture entry.
D. Perimeter Warning Tape
Designed for use on PVC membranes as a reflective, highly visible pressure
sensitive tape used to draw attention to roof perimeters and potential hazardous
areas. The tape is available in 2 inch wide rolls by 30 feet long and comes on a
release liner for easy application. Perimeter Warning Tape exceeds reflectivity 3
requirements and Federal spec. L-S-300, Class 1.
2.10 SEALANTS AND PITCH POCKET FILLERS
E. Sarnafil Sikaflex-1a Sealant (for termination details and pitch pocket toppings).
F. Sarnafiller (two-component urethane adhesive for pitch pocket toppings).
G. Depending on substrates, the following sealants are options for temporary
overnight tie-ins:
1. Type III hot asphalt conforming to ASTM D312 (latest version).
2. Sarnafiller.
3. Multiple layers of roofing cement and felt.
4. Spray-applied, water-resistant urethane foam.
5. Mechanical attachment with rigid bars and compressed sealant.
2.11 MISCELLANEOUS FASTENERS AND ANCHORS
A. All fasteners, anchors, nails, straps, bars, etc. shall be post-galvanized steel,
aluminum or stainless steel. Mixing metal types and methods of contact shall be
assembled in such a manner as to avoid galvanic corrosion. Fasteners for
attachment of metal to masonry shall be expansion type fasteners with stainless
steel pins. All concrete fasteners and anchors shall have a minimum embedment
of 1-1/4 inch and shall be approved for such use by the fastener manufacturer.
All miscellaneous wood fasteners and anchors used for flashings shall have a
minimum embedment of 1 inch and shall be approved for such use by the
fastener manufacturer.
2.12 RELATED MATERIALS
A. Wood Nailer
Treated wood nailers shall be installed where existing deteriorated blocking is
found and around such other roof projections and penetrations as specified on
Project Drawings. Thickness of nailers must match the insulation thickness to
achieve a smooth transition. Wood nailers shall be treated for fire and rot
resistance (wolmanized or osmose treated) and be #2 quality or better lumber.
Creosote or asphalt-treated wood is not acceptable. Wood nailers shall conform
to Factory Mutual Loss Prevention Data Sheet 1-49. All wood shall have a
maximum moisture content of 19 percent by weight on a dry-weight basis.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 14
Note: Wood nailers or wood blocking for snow protection system shall be
installed prior to the installation of the roof membrane whenever possible.
PART 3 - EXECUTION
3.01 PRE-CONSTRUCTION CONFERENCE
A. The Applicator, Owner's Representative/Designer and Manufacturer(s) shall
attend a pre-construction conference.
B. The meeting shall discuss all aspects of the project including but not limited to:
1. Safety
2. Set up
3. Construction schedule
4. Contract conditions
5. Coordination of the work
3.02 SUBSTRATE CONDITION
A. Applicator shall be responsible for acceptance or provision of proper substrate to
receive new roofing materials.
B. Applicator shall verify that the work done under related sections meets the
following conditions:
1. Roof drains and scuppers have been reconditioned or replaced and installed
properly.
2. Roof curbs, nailers, equipment supports, vents and other roof penetrations
are properly secured and prepared to receive new roofing materials.
3. All surfaces are smooth and free of dirt, debris and incompatible materials.
4. All roof surfaces shall be free of water, ice and snow. All roof substrate
surfaces must be completely dry prior to installation of new roofing
materials.
3.03 SUBSTRATE PREPARATION
The roof deck and existing roof construction must be structurally sound to
provide support for the new roof system. The Applicator shall load materials on
the rooftop in such a manner as to eliminate risk of deck overload due to
concentrated weight. The Owner's Representative shall ensure that the roof
deck is secured to the structural framing according to local building code and in
such a manner as to resist all anticipated wind loads in that location.
A. Reroofing with Removal of Existing Single-ply Membrane systems:
General Criteria
All existing roofing membranes, wet insulation areas indicated on the drawings,
flashing, edge metal, pitch pockets, and deteriorated wood blocking shall be
removed. Remove only that amount of roofing and flashing which can be made
weathertight with new materials during a one-day period or before the onset of
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 15
inclement weather.
1. Steel Deck (all roof levels):
a) FM Approved Steel Deck - All rusted or deteriorated decking shall be
brought to the attention of the Owner's Representative and FM to
determine method of treatment or replacement. Surface-only rusted metal
shall be sanded and treated with rust-inhibiting paint. Sections that have
rusted deeper than the surface or are not structurally sound shall be
removed and replaced in kind, matching existing deck type and profile.
The use and type of steel roof deck construction shall conform to FM's
recommendations as outlined in FM Loss Prevention data Sheet I-29 and
local requirements.
b) Non-FM Approved Steel Deck - All rusted or deteriorated decking shall be
brought to the attention of the Owner's Representative to determine
method of treatment or replacement. Surface-only rusted metal shall be
sanded and treated with rust-inhibiting paint. Sections that have rusted
deeper than the surface or are not structurally sound shall be removed
and replaced in kind, matching existing deck type and profile. Deck type
shall match existing and the attachment shall conform to local code
requirements.
3.04 SUBSTRATE INSPECTION
A. A dry, clean and smooth substrate shall be prepared to receive the Sarnafil
Adhered roof system.
B. The Applicator shall inspect the substrate for defects such as excessive surface
roughness, contamination, structural inadequacy, or any other condition that will
adversely affect the quality of work.
C. The substrate shall be clean, smooth, dry, free of flaws, sharp edges, loose and
foreign material, oil and grease. Roofing shall not start until all defects have
been corrected.
D. All roof surfaces shall be free of water, ice and snow.
E. Sarnafil shall be applied over compatible and accepted substrates only.
3.05 VAPOR BARRIER / AIR BARRIER INSTALLATION
General Criteria:
Interior (inside temperature/relative humidity) and exterior conditions may create
a need for a vapor barrier. The design professional shall decide whether a vapor
barrier is necessary. It is the design professional's responsibility to determine the
type and location of a vapor barrier. If sealed properly, a vapor barrier can also
act as an air barrier (positive pressure) for roofs intended over air-permeable
decks (steel, wood, precast, etc.). When reroofing over the existing asphalt roof,
the old roof may be considered to be an adequate vapor barrier/air barrier if the
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 16
details are properly sealed.
A. Sarnavap-10 (at areas of insulation infill)
1. Steel Deck or Wood Deck (New Construction or Reroofing with Removal of
Existing Roofing Membrane):
Sarnavap-10 is loose-laid over suitable substrate. Overlap all edges 12
inches and seal with butyl tape. Extend Sarnavap-10 to perimeter and deck
penetrations and seal to provide continuity of the building's air/vapor
envelope. Sarnavap-10 must be sealed on the vertical surface at roof
penetrations also.
3.06 WOOD NAILER INSTALLATION
A. Install continuous wood nailers at the perimeter of the entire roof and around roof
projections and penetrations as shown on the Detail Drawings.
B. Nailers shall be anchored to resist a minimum force of 300 pounds per lineal foot
in any direction. Individual nailer lengths shall not be less than 3 feet long. Nailer
fastener spacing shall be at 12 inches on center or 16 inches on center if
necessary to match the structural framing. Fasteners shall be staggered 1/3 the
nailer width and installed within 6 inches of each end. Two fasteners shall be
installed at ends of nailer lengths. Nailer attachment shall also meet the
requirements of the current Factory Mutual Loss Prevention Data Sheet 1-49.
C. Thickness shall be as required to match substrate or insulation height to allow a
smooth transition.
D. Any existing nailer woodwork which is to remain shall be firmly anchored in place
to resist a minimum force of 300 pounds per lineal foot in any direction and shall
be free of rot, excess moisture or deterioration. Only woodwork shown to be
reused in Detail Drawings shall be left in place. All other nailer woodwork shall be
removed.
E. Stainless steel, corrosion resistant, fasteners are required when mechanically
attaching any Sika Sarnafil product to wood nailers and wood products treated
with ACQ (Alkaline copper Quaternary). When ACQ treated wood is used on
steel roof decks or with metal edge detailing, a separation layer must be placed
between the metal and ACQ treated wood.
3.07 INSULATION INSTALLATION – At Infill Areas
General Criteria:
1. For Factory Mutual insured buildings polystyrene insulation may not be
applied direct to steel deck.
2. Fasteners Insulation shall be installed according to insulation manufacturer's
instructions.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 17
3. Insulation shall be neatly cut to fit around penetrations and projections.
4. For Install tapered insulation in accordance with insulation manufacturer's
shop drawings.
5. Insulation shall be installed according to insulation manufacturer's
instructions.
6. Do not install more insulation board than can be covered with Sarnafil
membrane by the end of the day or the onset of inclement weather.
7. Use at least 2 layers of insulation when the total insulation thickness exceeds
2-1/2 inches. Stagger joints at least 12 inches between layers.
A. Mechanical Attachment
1. Insulation shall be mechanically fastened to the deck with approved fasteners
and plates at a rate according to the insulation manufacturer's and Sika
Sarnafil's recommendations for fastening rates and patterns. The quantity
and locations of the fasteners and plates shall also cause the insulation
boards to rest evenly on the roof deck/substrate so that there are no
significant and avoidable air spaces between the boards and the substrate.
Each insulation board shall be installed tightly against the adjacent boards on
all sides.
2. Fasteners are to be installed consistently in accordance with fastener
manufacturer's recommendations. Fasteners are to have minimum
penetration into structural deck recommended by the fastener manufacturer
and Sika Sarnafil.
3. Use fastener tools with a depth locator and torque-limiting attachment as
recommended or supplied by fastener manufacturer to ensure proper
installation.
.
Consult Product Data sheet for additional information on approved substrates,
approved insulation or roof boards, and additional installation guidelines.
3.08 INSTALLATION OF SARNAFIL MEMBRANE
The surface of the insulation or substrate shall be inspected prior to installation of
the Sarnafil roof membrane. The substrate shall be clean, dry, free from debris
and smooth with no surface roughness or contamination. Broken, delaminated,
wet or damaged insulation boards shall be removed and replaced.
A. Sarnacol 2170 Adhesive:
1. Over the properly installed and prepared substrate surface, adhesive shall be
applied using solvent-resistant 3/4 inch nap paint rollers. The adhesive shall be
applied to the substrate at a rate according to Sika Sarnafil requirements. The
adhesive shall be applied in smooth, even coating with no gaps, globs, puddles
or similar inconsistencies. Only an area which can be completely covered in
the same day's operations shall be coated with adhesive. The first layer of
adhesive shall be allowed to dry completely prior to installing the membrane.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 18
2. When the adhesive on the substrate is dry, the Sarnafil roof membrane is
unrolled. Adjacent sheets shall be overlapped 3 inches. Once in place, one-half
of the sheet's length shall be turned back and the underside shall be coated with
adhesive at a rate of 1/2 gallon per 100 square feet. When the membrane
adhesive has dried slightly to produce strings when touched with a dry finger, the
coated membrane shall be rolled onto the previously-coated substrate being
careful to avoid wrinkles. Do not allow adhesive on the underside of the
Sarnafil membrane to dry completely. The amount of membrane that can be
coated with adhesive before rolling into substrate will be determined by ambient
temperature, humidity and crew. The bonded sheet shall be pressed firmly in
place with a minimum 100 lb steel, membrane roller, by rolling in two directions.
3. The remaining un-bonded half of the sheet shall be folded back and the
procedure repeated.
Notes:
a) The Applicator shall count the amount of pails of adhesive used per area
per day to verify conformance to the specified adhesive rate.
b) Do not install when air temperature is within 5° of dew point. Solvent
evaporation time increases significantly when temperatures drop.
c) No adhesive shall be applied in seam areas. All membrane shall be
applied in the same manner.
B. Sarnacol 2121 Adhesive:
Installation Method A Squeegee:
1. Over the properly installed and prepared substrate, Sarnacol 2121 adhesive
shall be poured out of the pail and spread using notched 1/4 x 1/4 x 1/4 inch
rubber squeegees. The adhesive shall be applied at a rate according to Sika
Sarnafil requirements. No adhesive is placed on back of the G410
membrane. Do not allow adhesive to skin-over or surface-dry prior to
installation of G410 membrane.
2. Immediately unroll G410 membrane carefully into wet adhesive. Adjacent
rolls overlap previous rolls by 3 inches. This process is repeated throughout
the roof area. The membrane is then immediately broomed into place with a
medium bristle push broom to work out any air bubbles. Push the broom
down the center of the sheet followed by brooming out from the center on
both sides. Immediately after brooming, roll the membrane in two directions
with a minimum 100 lb, steel, membrane roller. Clean any adhesive residue
on the seams while still wet and before welding. If the adhesive dries in the
seam it will require a solvent to clean it.
Installation Method B Roller:
1. Over the properly installed and prepared substrate, Sarnacol 2121 adhesive
shall be poured out of the pail and spread using a medium nap roller. The
adhesive shall be applied at a rate according to Sika Sarnafil requirements.
No adhesive is placed on back of the G410 membrane. Do not allow
adhesive to skin-over or surface-dry prior to installation of G410 membrane.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 19
2. Immediately unroll G410 membrane carefully into wet adhesive. Adjacent
rolls overlap previous rolls by 3 inches. This process is repeated throughout
the roof area. The membrane is then immediately broomed into place with a
medium bristle push broom to work out any air bubbles. Push the broom
down the center of the sheet followed by brooming out from the center on
both sides. Immediately after brooming, roll the membrane in two directions
with a minimum 100 lb, steel, membrane roller. Clean any adhesive residue
on the seams while still wet and before welding. If the adhesive dries in the
seam it will require a solvent to clean it.
Installation Method C Spray:
1. Over the properly installed and prepared substrate, Sarnacol 2121 adhesive
shall be spread using an airless sprayer. The adhesive shall be applied at a
rate according to Sika Sarnafil requirements. No adhesive is placed on back
of the G410 membrane. Do not allow adhesive to skin-over or surface-dry
prior to installation of G410 membrane.
2. Immediately unroll G410 membrane carefully into wet adhesive. Adjacent
rolls overlap previous rolls by 3 inches. This process is repeated throughout
the roof area. The membrane is then immediately broomed into place with a
medium bristle push broom to work out any air bubbles. Push the broom
down the center of the sheet followed by brooming out from the center on
both sides. Immediately after brooming, roll the membrane in two directions
with a minimum 100 lb, steel, membrane roller. Clean any adhesive residue
on the seams while still wet and before welding. If the adhesive dries in the
seam it will require a solvent to clean it.
Notes:
a) Sarnacol 2121 shall not be used if temperatures below 40°F are expected
during application or subsequent drying time.
b) No adhesive shall be applied in seam areas. All membrane shall be
applied in the same manner.
c) Care must be taken to insure that the adhesive has not dried before the
membrane is laid in place. This is especially important during hot
temperatures. Adjustments may be needed in the application technique to
insure a wet lay in. It is recommended that only 6-10 feet at a time is
coated out ahead of the membrane to prevent dry laid membrane.
d) Sarnacol 2121 shall not be used on vertical surfaces or sloped surfaces
greater than a 2 inch rise per 1 horizontal foot.
e) The above installation instructions for squeegee, roller and spray are a
condensed version for the specifications. Before installing the membrane
with Sarnacol 2121, read the complete instructions detailed in the
technical bulletin “07-12 Sarnacol 2121 Application Guide”.
3.09 HOT-AIR WELDING OF SEAM OVERLAPS
A. General
1. All seams shall be hot-air welded. Seam overlaps should be 3 inches wide
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 20
when automatic machine-welding and 4 inches wide when hand-welding,
except for certain details.
2. Welding equipment shall be provided by or approved by Sika Sarnafil. All
mechanics intending to use the equipment shall have successfully completed
a training course provided by a Sika Sarnafil Technical Service
Representative prior to welding.
3. All membrane to be welded shall be clean and dry.
B. Hand-Welding
Hand-welded seams shall be completed in two stages. Hot-air welding
equipment shall be allowed to warm up for at least one minute prior to welding.
1. The back edge of the seam shall be welded with a narrow but continuous
weld to prevent loss of hot air during the final welding.
2. The nozzle shall be inserted into the seam at a 45 degree angle to the edge
of the membrane. Once the proper welding temperature has been reached
and the membrane begins to "flow”, the hand roller is positioned
perpendicular to the nozzle and rolled lightly. For straight seams, the 1-1/2
inch wide nozzle is recommended for use. For corners and compound
connections, the 3/4 inch wide nozzle shall be used.
C. Machine Welding
1. Machine welded seams are achieved by the use of Sika Sarnafil's automatic
welding equipment. When using this equipment, Sika Sarnafil's instructions
shall be followed and local codes for electric supply, grounding and over
current protection observed. Dedicated circuit house power or a dedicated
portable generator is recommended. No other equipment shall be operated
simultaneously off the generator.
2. Metal tracks may be used over the deck membrane and under the machine
welder to minimize or eliminate wrinkles.
D. Quality Control of Welded Seams
1. The Applicator shall check all welded seams for continuity using a rounded
screwdriver. Visible evidence that welding is proceeding correctly is smoke
during the welding operation, shiny membrane surfaces, and an uninterrupted
flow of dark gray material from the underside of the top membrane. On-site
evaluation of welded seams shall be made daily by the Applicator at locations
as directed by the Owner's Representative or Sika Sarnafil's representative.
One inch wide cross-section samples of welded seams shall be taken at least
three times a day. Correct welds display failure from shearing of the
membrane prior to separation of the weld. Each test cut shall be patched by
the Applicator at no extra cost to the Owner.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 21
3.10 MEMBRANE FLASHINGS
All flashings shall be installed concurrently with the roof membrane as the job
progresses. No temporary flashings shall be allowed without the prior written
approval of the Owner's Representative and Sika Sarnafil. Approval shall only be
for specific locations on specific dates. If any water is allowed to enter under the
newly completed roofing, the affected area shall be removed and replaced at the
Applicator's expense. Flashing shall be adhered to compatible, dry, smooth, and
solvent-resistant surfaces. Use caution to ensure adhesive fumes are not drawn
into the building.
A. Sarnacol Adhesive for Membrane Flashings
1. Over the properly installed and prepared flashing substrate, the Sarnacol
adhesive shall be applied in smooth, even coats with no gaps, globs or similar
inconsistencies. Only an area which can be completely covered in the same
day's operations shall be flashed. The bonded sheet shall be pressed firmly
in place with a hand roller.
2. No adhesive shall be applied in seam areas that are to be welded. All panels
of membrane shall be applied in the same manner, overlapping the edges of
the panels as required by welding techniques.
B. Install Sarnastop/Sarnabar/Sarnacord according to the Detail Drawings with
approved fasteners into the structural deck at the base of parapets, walls and
curbs. Sarnastop is required by Sika Sarnafil at the base of all tapered edge
strips and at transitions, peaks, and valleys according to Sika Sarnafil's details.
C. Sika Sarnafil's requirements and recommendations and the specifications shall
be followed. All material submittals shall have been accepted by Sika Sarnafil
prior to installation.
D. All flashings shall extend a minimum of 8 inches above roofing level unless
otherwise accepted in writing by the Owner's Representative and Sika Sarnafil
Technical Department.
E. All flashing membranes shall be consistently adhered to substrates. All interior
and exterior corners and miters shall be cut and hot-air welded into place. No
bitumen shall be in contact with the Sarnafil membrane.
F. All flashing membranes shall be mechanically fastened along the counter-flashed
top edge with Sarnastop at 6 to 8 inches on center.
G. Sarnafil flashings shall be terminated according to Sika Sarnafil recommended
details.
H. All flashings that exceed 30 inches in height shall receive additional securement.
Consult Sika Sarnafil Technical Department for securement methods.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 22
3.11 METAL FLASHINGS
A. Metal details, fabrication practices and installation methods shall conform to the
applicable requirements of the following:
1. Factory Mutual Loss Prevention Data Sheet 1-49 (latest issue).
2. Sheet Metal and Air Conditioning Contractors National Association, Inc.
(SMACNA) - latest issue.
B. Metal, other than that provided by Sika Sarnafil, is not covered under the Sika
Sarnafil warranty.
C. Complete all metal work in conjunction with roofing and flashings so that a
watertight condition exists daily.
D. Metal shall be installed to provide adequate resistance to bending to allow for
normal thermal expansion and contraction.
E. Metal joints shall be watertight.
F. Metal flashings shall be securely fastened into solid wood blocking. Fasteners
shall penetrate the wood nailer a minimum of 1 inch.
G. Airtight and continuous metal hook strips are required behind metal fascias.
Hook strips are to be fastened 12 inches on center into the wood nailer or
masonry wall.
H. Counter flashings shall overlap base flashings at least 4 inches.
I. Hook strips shall extend past wood nailers over wall surfaces by 1-1/2 inch
minimum and shall be securely sealed from air entry.
3.12 SARNACLAD METAL BASE FLASHINGS / EDGE METAL
All flashings shall be installed concurrently with the roof membrane as the job
progresses. No temporary flashings shall be allowed without the prior written
approval of the Owner's Representative and Sika Sarnafil. Acceptance shall only
be for specific locations on specific dates. If any water is allowed to enter under
the newly completed roofing due to incomplete flashings, the affected area shall
be removed and replaced at the Applicator's expense.
A. Sarnaclad metal flashings shall be formed and installed per the Detail Drawings.
1. All metal flashings shall be fastened into solid wood nailers with two rows of
post galvanized flat head annular ring nails, 4 inches on center staggered.
Fasteners shall penetrate the nailer a minimum of 1 inch.
2. Metal shall be installed to provide adequate resistance to bending and allow
for normal thermal expansion and contraction.
B. Adjacent sheets of Sarnaclad shall be spaced 1/4 inch apart. The joint shall be
covered with 2 inch wide aluminum tape. A 4 inch minimum wide strip of Sarnafil
flashing membrane shall be hot-air welded over the joint. Exercise caution at
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 23
perimeter of roof.
3.10 WALKWAY INSTALLATION
A. SarnaTred Walkway
Roofing membrane to receive SarnaTred Walkway shall be clean and dry. Place
chalk lines on deck sheet to indicate location of Sarnatred. Apply a continuous
coat of Sarnacol 2170 or 2170 VC adhesive to the deck sheet and the back of
SarnaTred in accordance with Sika Sarnafil's technical requirements and press
Sarnatred into place with a minimum 100 lb steel, membrane roller, by rolling in
two directions. Clean the deck membrane in areas to be welded. Hot-air weld
the entire perimeter of the Sarnatred to the Sarnafil deck sheet. Check all welds
with a rounded screwdriver. Re-weld any inconsistencies. Important: Check all
existing deck membrane seams that are to be covered by Sarnatred with
rounded screwdriver and reweld any inconsistencies before Sarnatred
installation. Do not run Sarnatred over Sarnabars.
3.11 TEMPORARY CUT-OFF
All flashings shall be installed concurrently with the roof membrane in order to
maintain a watertight condition as the work progresses. All temporary waterstops
shall be constructed to provide a 100 percent watertight seal. The stagger of the
insulation joints shall be made even by installing partial panels of insulation. The
new membrane shall be carried into the waterstop. Waterstop shall be sealed to
the deck or substrate so that water will not be allowed to travel under the new or
existing roofing. The edge of the membrane shall be sealed in a continuous heavy
application of sealant as described in Section 2.10. When work resumes, the
contaminated membrane shall be cut out. All sealant, contaminated membrane,
insulation fillers, etc. shall be removed from the work area and properly disposed of
off-site. None of these materials shall be used in the new work.
If inclement weather occurs while a temporary waterstop is in place, the
Applicator shall provide the labor necessary to monitor the situation to maintain a
watertight condition.
If any water is allowed to enter under the newly-completed roofing, the affected
area shall be removed and replaced at the Applicator's expense.
3.12 COMPLETION
Prior to demobilization from the site, the work shall be reviewed by the Owner's
Representative and the Applicator. All defects noted and non-compliances with
the Specifications or the recommendations of Sika Sarnafil shall be itemized in a
punch list. These items must be corrected immediately by the Applicator to the
satisfaction of the Owner's Representative and Sika Sarnafil prior to
demobilization.
All Warranties referenced in this Specification shall have been submitted and
have been accepted at time of contract award.
THERMOPLASTIC MEMBRANE ROOFING (PVC) – ADHERED
Section 07541 – Page 24
3.13 DETAILS
Refer to the Sika Sarnafil Typical System Details section for additional details.
END OF SECTION
FLASHING AND SHEETMETAL
Section 07600 - Page 1
SECTION 07600
FLASHING AND SHEETMETAL
PART 1 GENERAL
1.01 WORK INCLUDED
A. Exterior wall copings adjacent to roofing work.
B. Scuppers.
1.02 RELATED WORK
A. Section 06001: Installation of wood blocking, nailers.
B. Section 07530: Elastomeric Sheet Waterproofing (EPDM) - Adhered
C. Section 07541: Thermoplastic Membrane Roofing (PVC) - Adhered
1.03 REFERENCE STANDARD
A. ASTM B101-40 - Copper Sheets.
B. FS TT-S-002300 - Sealing Compound: Elastomeric Type, Single Component.
C. FS SS-C-00153a - Cement, Bituminous, Plastic - Type 1.
1.04 SHOP DRAWINGS
A. Submit shop drawings in accordance with Section 01340.
B. Clearly detail shaping, jointing, length of sections, fastening, and installation
details.
1.05 SAMPLES
A. Submit samples in accordance with Section 01340.
B. Samples are to clearly indicate manufacturer, gauge, coatings.
1.06 EXISTING CONDITIONS/PROTECTION
A. Exercise care when working on or about roof surfaces to avoid damaging or
puncturing membrane or flexible flashings.
B. Place plywood panels on roof surfaces adjacent to work of this Section and on
access routes. Keep in place until completion of work.
FLASHING AND SHEETMETAL
Section 07600 - Page 2
1.07 GUARANTEE/WARRANTY
A. Provide Owner with a warranty stating that new or existing to remain metal
flashings will properly shed water and protect membrane from physical
damage for a minimum period of thirty (30) years from date of Substantial
Completion of Work, as certified by Architect, and that damage resulting from
failure to provide above stated performance will be repaired to satisfaction of
Owner at no additional cost.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Sarnaclad G 410L, 0.20” thick membrane laminated to 25 ga. galvanized steel
for edge flashings and scuppers. See Section 07631 for gutters and
downspouts.
B. Una-Clad Kynar 500 flurocarbon steel for Firestone roofing system.
C. Carlisle: SecurEdge 2000 or 3000 for Carlisle roofing system.
D. Color of roof edge metal to be white.
E. Approved equal in conformance with Section 01630.
2.02 ACCESSORY MATERIALS AND COMPONENTS
A. Fasteners: Concealed clip type; of same material or compatible with flashings,
sized to suit application.
B. Bituminous Paint: Acid and alkali - Resistant type: Black Color to be used
where dissimilar metals may be subject to galvanic action.
C. Pre molded metered corners, inside and outside.
D. Sealant: One component conforming to requirements of FS TT-S-00230; non-
staining, non-bleeding, non-sagging, of color selected by Architect; Tremco
Mono or sealant approved by membrane manufacturer. Color to match
flashing. Written approval required by Architect.
2.03 FABRICATION
A. Form sections square, true and accurate to size, free from distortion and other
defects detrimental to appearance or performance.
B. Form sections in minimum 8 foot lengths. Make allowances for expansion at
joints, minimum 1/8" per 8' section.
C. Seams are to be neatly made, type to fit application.
FLASHING AND SHEETMETAL
Section 07600 - Page 3
D. Hem exposed edges of flashings on underside 1/2 inch.
E. Back paint flashings with bituminous paint where expected to be in contact
with cementitious materials or dissimilar metals.
PART 3 EXECUTION
3.01 INSTALLATION
A. At roof edges butt gravel stop pieces leaving 1/4” space and cover with
another piece of metal edge minimum 8” long and blind caulk.
B. Existing reglet metal flashing in good condition may be reused provided only
that it be bent back down tight to the new membrane and securely pinned to
the wall at maximum 3’ on center. Pins shall not cause galvanic action.
END OF SECTION
JOINT SEALANTS
Section 07900 - Page 1
SECTION 07900
JOINT SEALANTS
PART 1 GENERAL
1.01 WORK INCLUDED
A. Clean and prepare surfaces to receive sealant materials.
B. Install sealants for roofing.
1.02 REFERENCE STANDARDS
A. ASTM C804 - Recommended Practices for Use of Solvent Release Type
Sealants.
B. ASTM D1056 - Specification for Flexible Cellular Materials Sponge or
Expanded Rubber.
C. ASTM D1565 - Specification for Flexible Cellular Materials - Vinyl Chloride
Polymers and Copolymers (Open Cell Foam).
D. FS SS-S-156 - Sealer: Cold Application Emulsion Type, For Joints in
Concrete.
E. FS TT-S227B - Sealing Compound, Rubber Base, Two Component.
F. FS TT-S-002300 - Sealing Compound, Elastomeric Type, Single Component.
G. FS TT-S-001543A - Sealing Compound, Silicone Rubber Base.
1.03 PRODUCT DATA
A. Submit Product Data in accordance with Section 01340.
B. Submit manufacturers’ descriptive literature including surface preparation and
installation instructions.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Tremco Manufacturers Company
B. Thiokol Chemical Corporation.
C. W.R. Grace Co.
JOINT SEALANTS
Section 07900 - Page 2
D. Notwithstanding the brands listed above, the sealants must be approvable for
their purposes and warrantied by the manufacturer of the roofing system.
E. Approved equal in conformance with Section 01630.
2.02 SEALANT MATERIALS
A. Tremco Mono Acrylic terpolymer, high molecular weight, Tremco Dymonic,
Sarnafil Multipurpose Sealant, Carlisle PT-304, Firestone AP Sealant.
B. Typical Performance Characteristics.
2.03 PREPARATORY MATERIALS
A. Primers: Non staining types recommended by manufacturer.
1. Tremco No. 1
2. Tremco No. 2
3. Tremco No. 10
B. Joint Cleaners: Non corrosive types recommended by manufacturer. Keep
these from contact with roof surface.
1. Methyl - ethyl ketone
2. Xylol
3. Toluene
PART 3 EXECUTION
3.01 GENERAL
A. Maintain Workmanship of the highest quality in accordance with best trade
practice. Perform all work in accordance with ASTM C804.
B. Clean and prepare joints in accordance with manufacturer's
recommendations. Remove any loose materials and other foreign matter
which might impair adhesion of sealant.
C. Ensure that joint forming materials are compatible with sealant.
D. Examine joint dimensions and size materials to achieve required width/depth
ratios. Use joint filler to achieve required joint depths, to allow sealants to
perform properly. Use bond breakers where required.
E. Apply sealant within recommended temperature ranges. Consult
manufacturer when sealant cannot be applied within recommended
temperature ranges.
F. Form joints concave, free of air pockets, embedded matter, ridges and sags.
JOINT SEALANTS
Section 07900 - Page 3
END OF SECTION
PLUMBING WORK
Section 15400 - Page 1
SECTION 15400
PLUMBING WORK
PART 1 GENERAL
1.01 WORK INCLUDED
A. Examine all other Sections of the Specifications and all other Drawings in the set
in addition to those listed in this Section for requirements which affect work under
this Section whether or not such work is specifically mentioned in this Section.
1.02 SCOPE OF WORK
A. The scope of work to be performed by the Contractor consists of the
installation of all materials to be furnished under this Section, and without
limiting the generality thereof, includes:
1. Existing roof drain clamping rings, defective studs and bolts and
strainers are to be removed, thoroughly cleaned and painted with
Rustoleum paint, reinstalled and flashed into the new roofing system to a
watertight condition. Studs and taps are to be greased. Plastic dome
strainers are to be replaced with cast iron.
1.03 RELATED WORK SPECIFIED ELSEWHERE
A. Carpentry is specified under Section 06001: Rough Carpentry.
B. Flashing is specified under Section 07600: Flashing and Sheetmetal.
C. Roofing is specified in Section 07530: Elastomeric Sheet Waterproofing
(EPDM) – Adhered
D. Roofing is specified in Section 07541: Thermoplastic Membrane Roofing
(PVC) – Adhered
1.04 PERMITS AND FEES
A. As required by City of Northampton.
1.05 CODES AND REGULATIONS
A. The Contractor shall make alterations to the roof drainage system consistent
with, and conforming to the requirements of the Massachusetts State
Plumbing Code.
1.06 SUBMITTALS
A. Shop drawings and manufacturers literature on all materials and equipment to
be furnished and installed, and on installation procedures shall be submitted in
accordance with Section 01340 "Shop Drawings and Samples".
1.07 MATERIALS
A. All materials furnished and installed under this Section shall be new.
PLUMBING WORK
Section 15400 - Page 2
B. New replacement roof drains, if required and approved by change order, shall
be Josam series 24500, Zurn Z180, or approved equals by Wade or J.R.
Smith, with the following options:
1. Deck Clamp.
2. Extension Collar, Cast Iron. (If required)
4. Hub or No-hub spigot to suit existing drain piping below.
5. Cast iron dome strainer.
6. No plastic domes will be permitted.
7. Insulate drain body with 1” PVC jacketed fiberglass.
1.08 INSTALLATION
A. Install where shown. Comply with Massachusetts Plumbing Code. Replace
any defective existing drains with new.
END OF SECTION