HomeMy WebLinkAbout95-122 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 95- 122
Being a By-law to authorize a contract between
the Corporation of the Municipality of
Clarington and Hollinger Construction Ltd. ,
for the Renovations at the Hampton Public
Works Depot .
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS
FOLLOWS:
1. THAT the Mayor and Clerk are hereby authorized to execute, on
behalf of the Corporation of the Municipality of Clarington
with the Corporation Seal, a contract between Hollinger
Construction Ltd. and said Corporation.
By-law read a first and second time thisllthday of September, 1995 .
By-law read a third time and finally passed this 11th day of
September, 1995 .
Acting Mayor
C er
MUNICIPALITY OF
_ far ington
ONTARIO
LlI
totten sims hubicki associates
engineers architects and planners
1
ARCHITECTURAL SPECIFICATIONS
F 0 R
CONSTRUCTION
' CORPORATION OF THE MUNICIPALITY OF CLARINGTON
' HAMPTON WORKS DEPOT
HAMPTON, ONTARIO
CONTRACT NO. CL95-28
MAY, 1995
' TSH NO. 22 13385
TOTTEN SIMS HUBICKI ASSOCIATES
' ENGINEERS ARCHITECTS AND PLANNERS
513 DIVISION STREET
COBOURG, ONTARIO
' K9A 4W4
TELEPHONE: (905) 372-2121
' FAX: (905) 372-3621
Standard construction document CCDC
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' Canadian construction documents committee 5 x.
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' Standard Construction Document-CCDC 2- 1994
TABLE OF CONTENTS
AGREEMENT BETWEEN OWNER AND CONTRACTOR PART 4 ALLOWANCES
A-1 The Work GC 4.1 Cash Allowances
A-2 Agreements and Amendments GC 4.2 Contingency Allowance
A-3 Contract Documents
A-4 Contract Price PART 5 PAYMENT
A-5 Payment GC 5.1 Financing Information Required of the Owner
A-6 Receipt of and Addresses for Notices GC 5.2 Applications for Progress Payment
' A-7 Language of the Contract GC 5.3 Progress Payment
A-8 Succession GC 5.4 Substantial Performance of the Work
GC 5.5 Payment of Holdback upon Substantial Performance of
the Work
DEFINITIONS GC 5.6 Progressive Release of Holdback
1. Contract GC 5.7 Final Payment
2. Contract Documents GC 5.8 Withholding of Payment
3. Owner GC 5.9 Non-conforming Work
4. Contractor
5. Subcontractor PART 6 CHANGES IN THE WORK
6. Supplier GC 6.1 Changes
7. Consultant GC 6.2 Change Order
8. Project GC 6.3 Change Directive
9. Work GC 6.4 Concealed or Unknown Conditions
10. Place of the Work GC 6.5 Delays
11. Product
12. Provide PART 7 DEFAULT NOTICE
13. Contract Price GC 7.1 Owner's Right to Perform the Work,Stop the Work,or
14. Contract Time Terminate the Contract
15. Working Day GC 7.2 Contractor's Right to Stop the Work or Terminate the
16. Supplemental Instruction Contract
17. Change Order
18. Change Directive PART 8 DISPUTE RESOLUTION
19. Substantial Performance of the Work GC 8.1 Authority of the Consultant
20. Value Added Taxes GC 8.2 Negotiation,Mediation,and Arbitration
GC 8.3 Retention of Rights
GENERAL CONDITIONS OF THE STIPULATED PART 9 PROTECTION OF PERSONS AND PROPERTY
PRICE CONTRACT GC 9.1 Protection of Work and Property
GC 9.2 Damages and Mutual Responsibility
PART 1 GENERAL PROVISIONS GC 9.3 Toxic and Hazardous Substances and Materials
GC 1.1 Contract Documents
GC 1.2 Law of the Contract PART 10 GOVERNING REGULATIONS
GC 1.3 Rights and Remedies GC 10.1 Taxes and Duties
GC 1.4 Assignment GC 10.2 Laws,Notices,Permits,and Fees
GC 10.3 Patent Fees
PART 2 ADMINISTRATION OF THE CONTRACT GC 10.4 Workers' Compensation
GC 2.1 Authority of the Consultant
GC 2.2 Role of the Consultant PART 11 INSURANCE-BONDS
GC 2.3 Review and Inspection of the Work GC 11.1 Insurance
GC 2.4 Defective Work GC 11.2 Bonds
PART 3 EXECUTION OF THE WORK PART 12 INDEMNIFICATION-WAIVER-WARRANTY
GC 3.1 Control of the Work GC 12.1 Indemnification
' GC 3.2 Construction by Owner or Other Contractors GC 12.2 Waiver of Claims
GC 3.3 Temporary Supports,Structures,and Facilities GC 12.3 Warranty
GC 3.4 Document Review
GC 3.5 Construction Schedule
GC 3.6 Construction Safety
GC 3.7 Supervisor
GC 3.8 Subcontractors and Suppliers
GC 3.9 Labour and Products
GC 3.10 Documents at the Site
GC 3.11 Shop Drawings
GC 3.12 Use of the Work CCDC Copyright 1994
GC 3.13 Cutting and Remedial Work Must not be copied in whole or in part without the written permission
GC 3.14 Cleanup of the CCDC.
1 EEOCanadian construction documents committee
SUMMARY OF IMPORTANT DIFFERENCES BETWEEN
THE 1994 AND THE 1982 EDITIONS OF CCDC 2
• The Articles of,the Agreement and General Conditions of the CCDC 2 - 1994 are reordered.
• Article A-4 of the Agreement- CONTRACT PRICE
Value Added Taxes are excluded from the Contract Price.
' Article A-5 of the Agreement- PAYMENT
`Final certificate for payment' is used as a milestone event in the life of the Contract.
• GC 5.1 - FINANCING INFORMATION REQUIRED OF THE OWNER
The Contractor is entitled to request the Owner to furnish reason evidence that financial arrangements
have been made to fulfill the Owner's obligations under the Contract.
' GC 5.5 - PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF THE WORK
The Owner is required to place the holdback amount in a separate holdback account 10 days prior to
the expiry of the holdback period
• GC 6.3 - CHANGE DIRECTIVE
Introduces a new administrative document called a `Change Directive' which is signed by the Owner
and authorizes the change to proceed where there has been no agreement on the value of a change or
the valuation method.
• GC 6.4 - CONCEALED OR UNKNOWN CONDITIONS
The scope is expanded to include concealed physical conditions as well as underground conditions.The
' procedure and time period for the giving of written notices are specified.
• Part 8 of the General Conditions -DISPUTE RESOLUTION
The dispute resolution procedures are amended to mandate the sequential approach of negotiation,
mediation,and arbitration.If neither party elects to use arbitration,the parties may refer the unresolved
dispute to the courts or to any other form of dispute resolution, including arbitration,which they have
agreed to use.
' GC 9.3 - TOXIC AND HAZARDOUS SUBSTANCES AND MATERIALS
New General Condition outlines the procedures to apply and the obligations of the parties respecting
the presence of toxic or hazardous substances or materials at the Place of the Work.
• GC 11.1 - INSURANCE
The insurance conditions are revised to refer the prevailing standard insurance policy forms endorsed
by the Insurance Bureau of Canada (IBC) rather than the current CCDC Policy Forms. Certain
mandatory endorsements,however,-are required by the CCDC provisions to the IBC policies.
• GC 12.3 - WARRANTY
New provision states that Product warranties requiring guarantees in excess of 1 year shall be issued
by the manufacturer to the benefit of the Owner and they are to be acquired by the Contractor on
behalf of the Owner.
In the Committee's continuing effort to keep the wording of the standard documents clear and consistent,
minor editorial changes have been made. These editorial changes do not change the intent of the document.
June, 1994
TABLE OF CONCORDANT ARTICLES
1982 /1994 EDITIONS OF CCDC 2
1982 1994 1982 1994
Edition Edition Edition Edition
ARTICLES OF AGREEMENT GC 14.3 GC 5.4 Substantial Performance of
' A-1 A-1 The Work the Work
New A-2 Agreements and Amendments GC 14.4 GC 5.5 Payment of Holdback upon
A-2 A-3 Contract Documents Substantial Performance of
A-3 A-4 Contract Price the Work
A-4 A-5 Payment GC 14.5-.6 GC 5.6 Progressive Release of Holdback
A-6 A-6 Receipt of and Addresses for Notices GC 14.7 GC 5.7 Final Payment
A-7 A-7 Language of the Contract GC 14.9 GC 5.8 Withholding of Payment
A-8 A-8 Succession GC 14.10 GC 5.9 Non-conforming Work
PART 6 CHANGES IN THE WORK
GENERAL CONDITIONS GC 11 GC 6.1 Changes
' PART 1 GENERAL PROVISIONS GC 12.2 GC 6.2 Change Order
GC 1 GC 1.1 Contract Documents New GC 6.3 Change Directive
A-7 GC 1.2 Law of the Contract GC 28 GC 6.4 Concealed or Unknown
A-5 GC 1.3 Rights and Remedies Conditions
GC 8 GC 1.4 Assignment GC 4 GC 6.5 Delays
PART 2 ADMINISTRATION OF THE PART 7 DEFAULT NOTICE
CONTRACT GC 5 GC 7.1 Owner's Right to Perform
GC 3 GC 2.1 Authority of the Consultant the Work, Stop the Work,
GC 2.1 & 3 GC 2.2 Role of the Consultant or Terminate the Contract
GC 32 GC 2.3 Review and Inspection of the GC 6 GC 7.2 Contractor's Right to Stop the
Work Work or Terminate the Contract
GC 33 GC 2.4 Defective Work PART 8 DISPUTE RESOLUTION
PART 3 EXECUTION OF THE GC 7.1-.3 GC 8.1 Authority of the Consultant
WORK New GC 8.2 Negotiation, Mediation, and
GC 25.1 GC 3.1 Control of the Work Arbitration
GC 9 GC 3.2 Construction by Owner or GC 7.4 GC 8.3 Retention of Rights
Other Contractors PART 9 PROTECTION OF PERSONS
GC 25.3-.4 GC 3.3 Temporary Supports, AND PROPERTY
Structures, and Facilities GC 21 GC 9.1 Protection of Work and Property
GC 25.5 GC 3.4 Document Review GC 22 GC 9.2 Damages and Mutual
GC 25.6 GC 3.5 Construction Schedule
GC 25.2 GC 3.6 Construction Safety Responsibility
GC 26 GC 3.7 Supervisor New GC 9.3 Toxic and Hazardous
GC 10 GC 3.8 Subcontractors and Suppliers
Substances and Materials
GC 27 GC 3.9 Labour and Products PART 10 GOVERNING
GC 1.8 GC 3.10 Documents at the Site REGULATIONS
GC 34 GC 3.11 Shop Drawings GC 15 GC 10.1 Taxes and Duties
GC 29 GC 3.12 Use of the Work GC 16 GC 10.2 Laws, Notices, Permits,
GC 31 GC 3.13 Cutting and Remedial Work and Fees
GC 30 GC 3.14 Cleanup GC 17 GC 10.3 Patent Fees
PART 4 ALLOWANCES GC 18 GC 10.4 Workers' Compensation
GC 35 GC 4.1 Cash Allowances PART 11 INSURANCE-BONDS
GC 36 GC 4.2 Contingency Allowance GC 20 GC 11.1 Insurance
PART 5 PAYMENT GC 23 GC 11.2 Bonds
New GC 5.1 Financing Information PART 12 INDEMNIFICATION-
Required of the Owner WAIVER-WARRANTY
GC 13 GC 5.2 Applications for Progress GC 19 GC 12.1 Indemnification
Payment GC 14.12-.15 GC 12.2 Waiver of Claims
GC 14.1-.2 GC 5.3 Progress Payment GC 24 GC 12.3 Warranty
Standard Construction Document-CCDC 2- 1994
AGREEMENT BETWEEN OWNER AND CONTRACTOR
For use when a stipulated price is the basis of payment.
This Agreement made on the 28th day of .1iinp
in the year---Ntneteen--hu-ndred-amd----ninety:nfive -—-------------------------------------------- ------------------
by and between
Corporation of the Municipality of Clarington
hereinafter called the "Owner"
and
.........................H_q�.ILqger Construction Limited
- --—-------------------------------------------------------------
hereinafter called the "Contractor"
The Owner and the Contractor agree as follows:
ARTICLE A-1 THE WORK
The Contractor shall:
1.1 perform the Work required by the Contract Documents for Hampton Works Depot -
Renovations
-----above the title of the Work
-------------------------------
inse
located at 2329 Taunton Road, HAMPTON, Ontario rt
insert above the Place of the Work
which have been signed by the parties, and for which Totten Sims Hubicki
Associates (1991) Limited
insert above the name of the Consultant
is acting as and is hereinafter called the "Consultant"and
1.2 do and fulfill everything indicated by this Agreement, and
1.3 commence the Work by the 10th day of July in the year 1995
9 0or 5
and, subject to adjustment in Contract Time as provided for in the Contract Documents, attain Substantial
Performance of the Work, by the 8th day of August in the year_1995.
CCDC 2- 1994 File 00502
ARTICLE A-2 AGREEMENTS AND AMENDMENTS
2.1 The Contract supersedes all prior negotiations,representations,or agreements,either written or oral,relating
in any manner to the Work, including the bidding documents that are not expressly listed in Article A-3 of
the Agreement- CONTRACT DOCUMIXFS.
2.2 The Contract may be amended only as provided in the Contract Documents.
ARTICLE A-3 CONTRACT DOCUMENTS
3.1 The following are the Contract Documents referred to in Article A-1 of the Agreement THE WORK:
• Agreement Between Owner and Contractor
• Definitions
• The General Conditions of the Stipulated Price Contract
* Supplementary Conditions
Form of Tender Submitted by Hollinger Construction Limited, Dated June 14, 1995
Addendum No. 3 Dated June 13, 1995
Addendum No. 2 Dated June 13, 1995
Addendum No. 1 Dated June 9, 1995
Specifications Dated May, 1995
•
Drawings:
Architectural and Structural
Al Plans Dated May 31, 1994
A2 Framing Plans Dated May 31, 1994
A3 Sections and Details Dated May 31, 1994
A4 Elevations Dated May 31, 1994
Mechanical
MI Existing Floor Plans - Mechanical Dated May, 1994
M2 Proposed Floor Plans - Mechanical Dated May, 1994
M3 Specifications and Details - Mechanical Dated May, 1994
Electrical (for Information Only - N.I.C.)
E1 Demolition Electrical Plans Dated May, 1994
E2 New Electrical Plans Dated May, 1994
* (Insert here, attaching additional pages if required, a list identifying all other Contract Documents e.g.
Supplementary Conditions;Specifications, giving a list of contents with section numbers and titles, number of
pages, and date;Drawings, giving drawing number, title, date, revision date or mark;Addenda, giving title,
number, date)
CCDC 2- 1994 File 00502 2
FORM OF TENDER
SECTION 00300
Page 1
1.0 TENDER FOR: HAMPTON WORKS DEPOT RENOVATIONS
BOWMANVILLE, ONTARIO
2.0 SUBMITTED TO: Hampton Works Depot-Renovations
c/o Corporation of the Municipality of Clarington
Office of the Clerk
40 Temperance Street
BOWMANVILLE, Ontario L1C 3A6
3.0 SUBMITTED BY: N0u--/tier l-:� Cbk6-,-Rue1/Oti Lai ITF-D
[Name of Company]
[Address]
0 •(v y (1,!9--0673
[Telephone] [Fax]
4.0 I/We, the undersigned, having carefully examined the Project Site and the following which
constitute the Schedule of Tender Documents:
Instructions to Bidders
Canadian Standard Construction Document (CCDC) 2, 1982;
• Form of Agreement between Owner and Contractor
• The General Conditions of the Stipulated Price Contract
Supplementary General Conditions
Schedules included in the Specifications
• Specifications
Construction Drawings as noted in the List of Drawings in Section 00850 of the
Specifications
Addenda up to and including Addendum
No. J-fl,2�-F Dated "AlAiF i:3 jg c
[insert number of last Addendum received]
Hereby offer to furnish labour, tools, plant, services and materials including applicable taxes
and duties in force at the time of Tender submission required to complete the above project in
accordance with the requirements of the Tender Documents for the Total Stipulated Price of
O&3 5- 0 c kcJD Z'Q> A13D -Tk J n, ) ;' r!G+]'T rt-f-lou s I's Q:b
--(u r.�D tZ.r'_� and
i-"Ou 2 ! /100
Dollars [$ s
in lawful money of Canada if awarded a Contract on acceptance of this Tender within sixty
(60) days from the time set for the Tender submission.
FORM OF TENDER
SECTION 00300
Page 2
And also agree that the above Total Stipulated Price includes all Allowances in-the amount of-.
$ �O 000.0
as required by the Tender Documents.
And also agree that this Tender shall remain open for acceptance for the said time whether
any other tender has previously been accepted or not. .
And also agree that in submitting this Tender, U w e recog nize the Owner's right to acce t an y
Tender or Tender prices submitted or to reject all Tenders.
Contract Sum will be based on the Tender Price, adjusted on the basis
And also agree that the Cont J
of the Owner's acceptance or rejection of proposed substitutions submitted with the Tender.
And also agree that the awarding of a Contract, based on this Tender, shall constitute an
acceptance of this Tender or such portion thereof as contained in the award, as soon as a
letter of notification of award of the Contract thereof is posted or telegram,
telecommunication, etc. handed to the Bidder.
And also agree to execute the Agreement Contract, within Ten (10) working days after
presentation of the Contract for execution, by the Owner or by anyone acting on behalf of the
Owner.
5.0 GOODS AND SERVICES TAX (GST)
GST shall be calculated as 7% of the Total Stipulated Price. This amount shall not be
included in the Stipulated Price. the amount of GST payable is listed for the Owners
information.
GST: $ P 400 - DO
6.0 COMPLETION OF THE WORK OF THIS CONTRACT
The Bidder agrees to substantially perform the Work of this Contract to the requirements of
the Contract Documents within 1: weeks of Award of Contract.
7.0 TENDER DEPOSIT
Attached to this Tender is a Bid Bond in the amount of
Cr- rf xt eck a i.t' Dollars.
8.0 CONTRACTOR'S FEES
The Bidder shall state in the space provided, the fees he will charge for additions to the work
not covered by Unit Prices:
[a] On his own work
0% Overhead plus - % Profit
FORM OF TENDER
SECTION 00300
Page 3
[b] On Subcontractor's work
a % for Overhead and Profit
Subcontractors' fees on their own work shall match Contractor's fees in item [a].
9.0 SUBCONTRACTORS
The undersigned agrees to submit Appendix A of the.Form of Tender, PROPOSED
SUBCONTRACTORS, to the Consultant at the time of tender closing.
10.0 UNIT PRICES
The undersigned agrees, if requested, to submit Appendix B of the Form of Tender, UNIT
PRICES, to the Consultant before 3:00 p.m. of the day following tender closing.
11.0 ITEMIZED PRICES
The undersigned agrees, if requested, to submit Appendix C of the Form of Tender, Itemized
Prices, to the Consultant before 3:00 p.m. of the day following the tender closing.
12.0 BIDDER'S QUALIFICATION STATEMENT
The following is a list of a minimum of three projects similar in type and/or scope to the
project for which this tender is submitted.
Year Description of Contract For Whom Work Performed Value
0 / /erDl- /&o2 ' S /(T/11 rl Sz<er, bG • 000
;:2o ooa
000
geen-
9N r �e.�o� iU-►y
x -
;�/� /,if p,,o�/ /Io,00 C)
Bidders, on request, may be required to furnish information as to their experience, capacity
and financial resources.
The following is a list of a minimum of three references.
Contact Person Company Telle/phone ,
�7p4� � �6� -�y3 i
ur&
Iec A6 - 2600 i�-X-
�F
FORM OF TENDER
SECTION 00300
Page 4
13.0 PROPOSED SUBSTITUTIONS
1 n proposed substitutions for the Owner's consideration. I/we understand that
The following are P t substitutions. I/we ensure that a comparison has been
the Owner will not.necessarily accept
made of all specified characteristics, that the proposed substitution does not alter the intent of
the Drawings
and S P ecifications and that any adjustments to work with which it is
incorporated are the responsibility of the Contractor. Proposed substitutions ARE-NOT
included in the Stipulated Price.
�s Aeous ,*c Ce,V
��� iFor: �on n
,7p
�}eac3 ��ro5s ron
Substitute:
Nghmew Credit: 34-r-10 0
(delete one)
For:
Substitute:
Extra or Credit:
(delete one)
For:
Substitute:
Extra or Credit:
(delete one)
FORM OF TENDFR .
SECTION 00300
Page 5
14.0 SIGNATURE OF BIDDER
Signature
Title
Signature
Seal Title
TD. -
Narne of Company Date
i
FORM OF TENDER
SECTION.00300
Page 6 .
APPENDIX "A"
PROPOSED SUBCONTRACTORS
I/We list the names of Subcontractors I/we propose to employ for portions of the Work
designated below.
Demolition A0/-L/k1 G F T
Earthwork lie
Concrete and Concrete Finishes e/-
Masonry He 1,
Structural Steel f=• S �_�'`'' "
Metal Fabrications
Preformed Metal Cladding System BA RP_
Rough Carpentry
Finish Carpentry
Building Insulation
ii
Sealants
Metal Doors, Frames and Screens
1,
Wood Doors
Aluminum Windows FWl-T-0 N
Glazing �GYTI�ll/�18cR1_ANV G�ASS
Gypsum Board
Acoustic Ceilings
Resilient Flooring
Carpeting
Painting
Miscellaneous Specialties VE T—7 #D U/C
FORM OF TENDER
SECTION 00300
Page 7
Mechanical
Subcontract Price $ Z OGO OQ
Electrical
Subcontract Price $
FORM OF TENDER
SECTION 00300
Page 8
APPENDIX "B"
UNIT PRICES
I/We agree that the following unit prices shall form the basis for adjustment of the Contract
Price on account of changes in the Work. The prices stated shall be for material in place and
include charges for labour, materials, applicable taxes, overhead and profit charges. Unit
prices ARE NOT included in the Stipulated Price.
ITEM DEDUCTION ADDITION
Footing Concrete, 25 MPa, placed
(excluding formwork)
per cu. in $ 96. 1Z $ 1100
Formwork for Footings
per lin. in $ O'OG $ 2 s- O�
FORM OF TENDER
SECTION 00300
Page 9
APPENDIX "C"
ITEMIZED PRICES
The following are itemized prices for the work described for the Owner's information. Such
work and amounts ARE included in the Stipulated Price.
Description of Itemized Work Itemized Price Amount $
l Supply and installation of
preformed metal cladding system._ $ 1-34000,00
End of Section 00300
Shucoe
Erie Group
jSURLINGTON. ONTARIO
'fQ; CORPORATION OF THE MUNICIPALITY BOND IVQ.
T-1703
OF CLARINGTON
AGREEMENT TO BOND
AND
CONSENT OF SURETY
The SIMCOE & ERIE GENERAL_ INSURANCE COMPANY, as Surety, hereby agree$ to
become bound as Surety for HOLLXNUER CONSTRUCTION LIMITED
,as Principal
in a Performance Bond totalling 100 %, and a labour and Material Payment Bond
totalling 100 % of the contract amount, on approved bond forms, and conforming
to the instruments of Contract for the fu!l and due performance of the works
shown and described herein should the Principal's tender for
RENOVATIONS TO THE HAMPTON WORKS DEPOT, HAMPTON, ONTARIO
TENDER CL95-28
be accepted ants a written contract entered into.
It Is a condltion of this A leement and Consent that application for said Bond (or
t
Bonds) must be made to e Surety within (60 ) days from the closing of tender
related thereto, otherwise this Agreement and Consent shall be null and void,
DATED this 13th day of June 19 95
SIMCOE & ERIE GENERAL_ INSURANCE COMPANY
J.A. ASIn'Ith
ARTICLE A-4 CONTRACT PRICE
4.1 The Contract Price, which excludes Value Added Taxes, is:
One Hundred and Twenty–Eight Thousand
Four Hundred
dollars
and No
.__— cents. $ -128,400.00
4.2 Value Added Taxes(of 7 %) payable by the Owner to the Contractor are:
Eight Thousand
t F H ------
Four Hundred dollars
and__No _ _ — cents. 8,400.00
-------------------------------------------
I
4.3 Total.
amount payable by the Owner to the Contractor for the construction of
the Work is:
One Hundred and Thirty–Six Thousand
Eight Hundred
dollars
and
No cents. $ 136,800.00
' 4.4 All amounts are in Canadian funds.
4.5 These amounts shall be subject to adjustments as provided in the Contract Documents.
CCDC 2- 1994 File 00502 3
ARTICLE A-5 PAYMENT
5.1 Subject to the provisions of the Contract Documents, and in accordance with legislation and statutory
regulations respecting holdback percentages and, where such legislation or regulations do not exist or apply,
subject to a holdback of Ten percent ( 10 %), the Owner shall in Canadian funds:
.1 make progress payments to the Contractor on account of the Contract Price when due in the amount
certified by the Consultant together with such Value Added Taxes as may be applicable to such
payment, and
2 upon Substantial Per of the Work, pay to the Contractor the unpaid balance of the holdback
amount when due together with such Value Added Taxes as may be applicable to such payment, and
.3 upon the issuance of the final certificate for payment, pay to the Contractor the unpaid balance of the
Contract Price when due together with such Value Added Taxes as may be applicable to such payment.
5.2 In the event of loss or damage occurring where payment becomes due under the property and boiler insurance
policies, payments shall be made to the Contractor in accordance with the provisions of GC 11.1 -
INSURANCE.
5.3 Interest
.1 Should either party fail to make payments as they become due under the terms of the Contract or in
an award by arbitration or court, interest at prime plus one percent 0rime+%) per annum
above the bank rate on such unpaid amounts shall also become due and payable until payment. Such
interest shall be compounded on a monthly basis. The bank rate shall be the rate established by the
Bank of Canada as the minimum rate at which the Bank of Canada makes short term advances to the
chartered banks.
.2 Interest shall apply at the rate and in the manner prescribed by paragraph 5.3.1 of this Article on the
amount of any claim settled pursuant to Part 8 of the General Conditions - DISPUTE RESOLUTION
from the date the amount would have been due and payable under the Contract, had it not been in
dispute, until the date it is paid.
r
CCDC 2- 1994 File 00502 4
ARTICLE A-6 RECEIPT OF AND ADDRESSES FOR NOTICES
6.1 Notices in writing between the parties or between them and the Consultant shall be considered to have been
received by the addressee on the date of delivery if delivered to the individual, or to a member of the firm,
or to an officer of the corporation for whom they are intended by hand or by registered post; or if sent by
regular post, to have been delivered within 5 Working Days of the date of mailing when addressed as follows:
The Owner at 40 Temperance Street, Bowmanville, Ontario MC 3A6
street and number and postal box number if applicable
post office or district,province,postal code
The Contractor at 2 Fielding Court, Ajax, Ontario L1S 4S7
street and number and postal box number if applicable
post office or district,province,postal code
The Consultant at 513 Division Street, Cobourg, Ontario K9A 4W4
street and number and postal box number if applicable
post office or district,province,postal code
ARTICLE A-7 LANGUAGE OF THE CONTRACT
7.1 When the Contract Documents are prepared in both the English and French languages, it is agreed that in the
event of any apparent discrepancy between the English and French versions, the English/French* language
shall prevail.
* Complete this statement by striking out inapplicable term.
7.2 This Agreement is drawn in English at the request of the parties hereto. La pr6sente convention est r6digde
en anglais A la demande des parties.
ARTICLE A-8 SUCCESSION
8.1 The Contract Documents are to be read into and form part of this Agreement and the whole shall constitute
the Contract between the parties, and subject to the law and the provisions of the Contract Documents shall
enure to the benefit of and be binding upon the parties hereto, their respective heirs, legal representatives,
successors, and assigns.
CCDC 2- 1994 File 00502 5
In witness whereof the parties hereto have executed this Agreement and by the hands of their duly authorized
representatives.
SIGNED AND DELIVERED
in the presence of:
OWNER
Corporation of the Municipality of Clarington
name of owner
signature WITNESS
re- Mayor
name and title of pe •on`s.g
signature signature
Gatti L Barrie Clerk
name and title of person signing name and title of person signing
CONTRACTOR
Hollinger Construction Limited
name of ntractor
signature WITNESS
CUen
1 name and title of pers9Jsigning
i
signature si re
A,14,d.
name and title of person signing name and title of person signing
N.B. Where legal jurisdiction, local practice, or Owner or Contractor requirement calls for:
(a) proof of authority to execute this document, attach such proof of authority in the form of a certified
copy of a resolution naming the representative(s)authorized to sign the Agreement for and on behalf
of the corporation or partnership; or
(b) the affixing of a corporate seal, this Agreement should be properly sealed.
CCDC 2- 1994 File 00502 6
1 Standard Construction Document.-CCDC 2- 1994
DEFINITIONS
The following Definitions shall apply to all Contract Documents.
1. Contract
The Contract is the undertaking by the parties to perform their respective duties, responsibilities, and
obligations as prescribed in the Contract Documents and represents the entire agreement between the parties.
2. Contract Documents
The Contract Documents consist of those documents listed in Article A-3 of the Agreement - CONTRACT
1 DOCUMENTS and amendments agreed upon between the parties.
3. Owner
The Owner is the person or entity identified as such in the Agreement. The term Owner means the Owner
or the Owner's authorized agent or representative as designated to the Contractor in writing, but does not
include the Consultant.
4. Contractor
The Contractor is the person or entity identified as such in the Agreement. The term Contractor means the
Contractor or the Contractor's authorized representative as designated to the Owner in writing.
5. Subcontractor
A Subcontractor is a person or entity having a direct contract with the Contractor to perform a part or parts
of the Work, or to supply Products worked to a special design for the Work.
6. Supplier
A Supplier is a person or entity having a direct contract with the Contractor to supply Products not worked
to a special design for the Work.
7. Consultant
The Consultant is the person or entity identified as such in the Agreement. The Consultant is the Architect,
the Engineer, or entity licensed to practice in the province or territory of the Place of the Work. The term
Consultant means the Consultant or the Consultant's authorized representative.
8. Project
The Project means the total construction contemplated of which the Work may be the whole or a part.
9. Work
The Work means the total construction and related services required by the Contract Documents.
10. Place of the Work
The Place of the Work is the designated site or location of the Work identified in Article A-1 of the Agreement
- THE WORK.
' 11. Product
Product or Products means material, machinery, equipment, and fixtures forming the Work, but does not
include machinery and equipment used to prepare,fabricate,convey,or erect the Work, which are referred to
as construction machinery and equipment.
12. Provide
Provide means to supply and install.
CCDC 2- 1994 File 00602 7
1
3. Contract Price
The Contract Price is the amount stipulated in Article A-4 of the Agreement - CONTRACT PRICE.
14. Contract Time
The Contract Time is the time stipulated in paragraph 1.3 of Article A-1 of the Agreement-THE WORK from
commencement of the Work to Substantial Performance of the Work.
15. Working Day
Working Day means a day other than a Saturday, Sunday,or a holiday which is observed by the construction
industry in the area of the Place of the Work.
16. Supplemental Instruction
' A Supplemental Instruction is an instruction,not involving adjustment in the Contract Price or Contract Time,
in the form of specifications,drawings,schedules,samples,models or written instructions,consistent with the
intent of the Contract Documents. It is to be issued by the Consultant to supplement the Contract Documents
as required for the performance of the Work.
17. Change Order
A Change Order is a written amendment to the Contract prepared by the Consultant and signed by the Owner
and the Contractor stating their agreement upon:
a change in the Work;
- the method of adjustment or the amount of the adjustment in the Contract Price, if any; and
- the extent of the adjustment in the Contract Time, if any.
18. Change Directive
A Change Directive is a written instruction prepared by the Consultant and signed by the Owner directing a
change in the Work within the general scope of the Contract Documents.
19, Substantial Performance of the Work
Substantial Performance of the Work is as defined in the lien legislation applicable to the Place of the Work.
If such legislation is not in force or does not contain such definition, Substantial Performance of the Work
shall have been reached when the Work is ready for use or is being used for the purpose intended and is so
certified by the Consultant.
20. Value Added Taxes
Value Added Taxes means such sum as shall be levied upon the Contract Price by the Federal or any
Provincial Government and is computed as a percentage of the Contract Price and includes the Goods and
Services Tax, the Quebec Sales Tax and any similar tax, the payment or collection of which is by the
legislation imposing such tax an obligation of the Contractor.
CCDC 2- 1994 File 00602 8
Standard Construction Document-CCDC 2- 1994
GENERAL CONDITIONS OF THE STIPULATED PRICE CONTRACT
PART 1 GENERAL PROVISIONS
GC 1.1 CONTRACT DOCUMENTS
1.1.1 The intent of the Contract Documents is to include the labour, Products, and services necessary for the
performance of the Work by the Contractor in accordance with these documents. It is not intended,
' however, that the Contractor shall supply products or perform work not consistent with,not covered by, or
not properly inferable from the Contract Documents.
' 1.1.2 Nothing contained in the Contract Documents shall create any contractual relationship between:
.1 the Owner and a Subcontractor, a Supplier, or their agent, employee, or other person performing any
of the Work.
.2 the Consultant and the Contractor, a Subcontractor, a Supplier, or their agent, employee, or other
person performing any of the Work.
l.l.3 The Contract Documents are complementary, and what is required by any one shall be as binding as if
required by all.
1.1.4 Words and abbreviations which have well known technical or trade meanings are used in the Contract
Documents in accordance with such recognized meanings.
1.1.5 References in the Contract Documents to the singular shall be considered to include the plural as the context
requires.
' 1.1.6 The specifications are that portion of the Contract Documents, wherever located and whenever issued,
consisting of the written requirements and standards for Products,systems, workmanship, and the services
necessary for the performance of the Work.
1.1.7 The drawings are the graphic and pictorial portions of the Contract Documents, wherever located and
whenever issued, showing the design, location, and dimensions of the Work, generally including plans,
elevations, sections, details, schedules, and diagrams.
1.1.8 Neither the organization of the specifications into divisions, sections, and parts nor the arrangement of
drawings shall control the Contractor in dividing the work among Subcontractors and Suppliers or in
establishing the extent of the work to be performed by a trade.
1.1.9 If there is a conflict within Contract Documents:
' .1 the order of priority of documents, from highest to lowest, shall be
• the Agreement between the Owner and the Contractor,
• the Definitions,
• Supplementary Conditions,
• the General Conditions,
• Division 1 of the specifications,
• Divisions 2 through 16 of the specifications,
• material and finishing schedules,
• drawings.
CCDC 2- 1994 File 00712 9
.2 drawings of larger scale shall govern over those of smaller scale of the same date.
.3 dimensions shown on drawings shall govern over dimensions scaled from drawings.
.4 later dated documents shall govern over earlier documents of the same type.
1.1.10 The Owner shall provide the Contractor, without charge, sufficient copies of the Contract Documents to
perform the Work.
' 1.1.11 Specifications, drawings, models, and copies thereof furnished by the Consultant are and shall remain the
Consultant's property, with the exception of the signed Contract sets, which shall belong to each party to
the Contract. All specifications,drawings,and models furnished by the Consultant are to be used only with
respect to the Work and are not to be used on other work. These specifications,drawings, and models are
not to be copied or altered in any manner without the written authorization of the Consultant.
1.1.12 Models furnished by the Contractor at the Owner's expense are the property of the Owner.
GC 1.2 LAW OF THE CONTRACT
1.2.1 The law of the Place of the Work shall govern the interpretation of the Contract.
GC 1.3 RIGHTS AND REMEDIES
1.3.1 Except as expressly provided in the Contract Documents,the duties and obligations imposed by the Contract
Documents and the rights and remedies available thereunder shall be in addition to and not a limitation of
any duties, obligations, rights, and remedies otherwise imposed or available by law.
1.3.2 No action or failure to act by the Owner, Consultant, or Contractor shall constitute a waiver of any right
or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an
approval of or acquiescence in any breach thereunder, except as may be specifically agreed in writing.
GC 1.4 ASSIGNMENT
' 1.4.1 Neither party to the Contract shall assign the Contract or a portion thereof without the written consent of
the other, which consent shall not be unreasonably withheld.
PART 2 ADMINISTRATION OF THE CONTRACT
j GC 2.1 AUTHORITY OF THE CONSULTANT
2.1.1 The Consultant will have authority to act on behalf of the Owner only to the extent provided in the Contract
Documents, unless otherwise modified by written agreement as provided in paragraph 2.1.2.
2.1.2 The duties, responsibilities, and limitations of authority of the Consultant as set forth in the Contract
Documents shall be modified or extended only with the written consent of the Owner,the Contractor,and
the Consultant.
2.1.3 If the Consultant's employment is terminated, the Owner shall immediately appoint or reappoint a
Consultant against whom the Contractor makes no reasonable objection and whose status under the Contract
Documents shall be that of the former Consultant.
CCDC 2- 1994 File 00712
10
' GC 2.2 ROLE OF THE CONSULTANT
2.2.1 The Consultant will provide administration of the Contract as described in the Contract Documents during
construction until issuance of the final certificate for payment, and subject to GC 2.1 - AUTHORITY OF
THE CONSULTANT and with the Owner's concurrence, from time to time until the completion of any
' correction of defects as provided in paragraph 12.3.3 of GC 12.3 - WARRANTY.
2.2.2 The Consultant will visit the Place of the Work at intervals appropriate to the progress of construction to
become familiar with the progress and quality of the work and to determine if the Work is proceeding in
general conformity with the Contract Documents.
2.2.3 If the Owner and the Consultant agree, the Consultant will provide at the Place of the Work, one or more
' project representatives to assist in carrying out the Consultant's responsibilities. The duties,responsibilities,
and limitations of authority of such project representatives shall be as set forth in writing to the Contractor.
2.2.4 Based on the Consultant's observations and evaluation of the Contractor's applications for payment, the
Consultant will determine the amounts owing to the Contractor under the Contract and will issue certificates
for payment as provided in Article A-5 of the Agreement-PAYMENT,GC 5.3-PROGRESS PAYMENT,
and GC 5.7 - FINAL PAYMENT.
2.2.5 The Consultant will not be responsible for and will not have control,charge,or supervision of construction
means, methods, techniques, sequences, or procedures, or for safety precautions and programs required in
connection with the Work in accordance with the applicable construction safety legislation,other regulations,
or general construction practice. The Consultant will not be responsible for the Contractor's failure to carry
out the Work in accordance with the Contract Documents. The Consultant will not have control over,
charge of,or be responsible for the acts or omissions of the Contractor,Subcontractors,Suppliers,or their
agents, employees, or any other persons performing portions of the Work.
2.2.6 The Consultant will be, in the first instance, the interpreter of the requirements of the Contract Documents
and shall make findings as to the performance thereunder by both parties to the Contract, except with
respect to GC 5.1 - FINANCING INFORMATION REQUIRED OF THE OWNER. Interpretations and
findings of the Consultant shall be consistent with the intent of the Contract Documents. When making
' such interpretations and findings the Consultant will not show partiality to either the Owner or the
Contractor.
2.2.7 Claims,disputes,and other matters in question relating to the performance of the Work or the interpretation
of the Contract Documents, except for GC 5.1 - FINANCING INFORMATION REQUIRED OF THE
OWNER,shall be referred initially to the Consultant by notice in writing given to the Consultant and to the
other party for the Consultant's interpretation and finding which will be given by notice in writing to the
' parties within a reasonable time.
2.2.8 The Consultant will have authority to reject work which in the Consultant's opinion does not conform to
the requirements of the Contract Documents. Whenever the Consultant considers it necessary or advisable,
the Consultant will have authority to require inspection or testing of work, whether or not such work is
fabricated,installed,or completed. However,neither the authority of the Consultant to act nor any decision
either to exercise or not to exercise such authority shall give rise to any duty or responsibility of the
Consultant to the Contractor, Subcontractors, Suppliers, or their agents, employees, or other persons
performing any of the Work.
2.2.9 During the progress of the Work the Consultant will furnish Supplemental Instructions to the Contractor
with reasonable promptness or in accordance with a schedule for such instructions agreed to by the
Consultant and the Contractor.
2.2.10 The Consultant will review and take appropriate action upon such Contractor's submittals as shop drawings,
Product data, and samples, as provided in the Contract Documents.
CCDC 2- 1994 File 00712 11
2.2.11 The Consultant will prepare Change Orders and Change Directives as provided in GC 6.2 - CHANGE
ORDER and GC 6.3 - CHANGE DIRECTIVE.
2.2.12 The Consultant will conduct reviews of the Work to determine the date of Substantial Performance of the
Work as provided in GC 5.4 - SUBSTANTIAL PERFORMANCE OF THE WORK.
2.2.13 All certificates issued by the Consultant shall be to the best of the Consultant's knowledge,information,and
belief. By issuing any certificate, the Consultant does not guarantee the Work is correct or complete.
' 2.2.14 The Consultant will receive and review written warranties and related documents required by the Contract
and provided by the Contractor and will forward such warranties and documents to the Owner for the
Owner's acceptance.
GC 2.3 REVIEW AND INSPECTION OF THE WORK
2.3.1 The Owner and the Consultant shall have access to the Work at all times. The Contractor shall provide
sufficient, safe, and proper facilities at all times for the review of the Work by the Consultant and the
inspection of the Work by authorized agencies. If parts of the Work are in preparation at locations other
' than the Place of the Work, the Owner and the Consultant shall be given access to such work whenever it
is in progress.
2.3.2 If work is designated for tests, inspections,or approvals in the Contract Documents,or by the Consultant's
instructions, or the laws or ordinances of the Place of the Work, the Contractor shall give the Consultant
reasonable notice of when the work will be ready for review and inspection. The Contractor shall arrange
for and shall give the Consultant reasonable notice of the date and time of inspections by other authorities.
2.3.3 The Contractor shall furnish promptly to the Consultant two copies of certificates and inspection reports
relating to the Work.
2.3.4 If the Contractor covers, or permits to be covered, work that has been designated for special tests,
inspections,or approvals before such special tests,inspections, or approvals are made,given or completed,
the Contractor shall,if so directed,uncover such work,have the inspections or tests satisfactorily completed,
and make good covering work at the Contractor's expense.
1 2.3.5 The Consultant may order any portion or portions of the Work to be examined to confirm that such work
is in accordance with the requirements of the Contract Documents. If the work is not in accordance with
the requirements of the Contract Documents, the Contractor shall correct the work and pay the cost of
examination and correction. If the work is in accordance with the requirements of the Contract Documents,
the Owner shall pay the cost of examination and restoration.
GC 2.4 DEFECTIVE WORK
2.4.1 The Contractor shall promptly remove from the Place of the Work and replace or re-execute defective work
that has been rejected by the Consultant as failing to conform to the Contract Documents whether or not
the defective work has been incorporated in the Work and whether or not the defect is the result of poor
workmanship, use of defective products, or damage through carelessness or other act or omission of the
Contractor.
2.4.2 The Contractor sha11 make good promptly other contractors' work destroyed or damaged by such removals
or replacements at the Contractor's expense.
2.4.3 If in the opinion of the Consultant it is not expedient to correct defective work or work not performed as
provided in the Contract Documents, the Owner may deduct from the amount otherwise due to the
' Contractor the difference in value between the work as performed and that called for by the Contract
CCDC 2- 1994 File 00712 12
Documents. If the Owner and the Contractor do not agree on the difference in value, they shall refer the
matter to the Consultant for a determination.
PART 3 EXECUTION OF THE WORK
GC 3.1 CONTROL OF THE WORK
3.1.1 The Contractor shall have total control of the Work and shall effectively direct and supervise the Work so
as to ensure conformity with the Contract Documents.
3.1.2 The Contractor shall be solely responsible for construction means, methods, techniques, sequences, and
procedures and for co-ordinating the various parts of the Work under the Contract.
' GC 3.2 CONSTRUCTION BY OWNER OR OTHER CONTRACTORS
3.2.1 The Owner reserves the right to award separate contracts in connection with other parts of the Project to
other contractors and to perform work with own forces.
3.2.2 When separate contracts are awarded for other parts of the Project, or when work is performed by the
Owner's own forces, the Owner shall:
.1 provide for the co-ordination of the activities and work of other contractors and Owner's own forces
with the Work of the Contract,
.2 assume overall responsibility for compliance with the applicable health and construction safety
legislation at the Place of the Work;
.3 enter into separate contracts with other contractors under conditions of contract which are compatible
with the conditions of the Contract;
' .4 ensure that insurance coverage is provided to the same requirements as are called for in GC 11.1 -
INSURANCE and co-ordinate such insurance with the insurance coverage of the Contractor as it
' affects the Work; and
.5 take all reasonable precautions to avoid labour disputes or other disputes on the Project arising from
the work of other contractors or the Owner's own forces.
3.2.3 When separate contracts are awarded for other parts of the Project, or when work is performed by the
Owner's own forces, the Contractor shall:
' .1 afford the Owner and other contractors reasonable opportunity to introduce and store their products and
use their construction machinery and equipment to execute their work;
.2 co-ordinate and schedule the Work with the work of other contractors and Owner's own forces and
connect as specified or shown in the Contract Documents;
.3 participate with other contractors and the Owner in reviewing their construction schedules when directed
to do so; and
.4 where part of the Work is affected by or depends upon for its proper execution the work of other
contractors or Owner's own forces,promptly report to the Consultant in writing and prior to proceeding
with that part of the Work, any apparent deficiencies in such work. Failure by the Contractor to so
CCDC 2- 1994 File 00712 13
' report shall invalidate any claims against the Owner by reason of the deficiencies in the work of other
contractors or Owner's own forces except those deficiencies not then reasonably discoverable.
3.2.4 Where a change in the Work is required as a result of the co-ordination and connection of the work of other
contractors or Owner's own forces with the Work, the changes shall be authorized and valued as provided
in GC 6.1 - CHANGES, GC 6.2 - CHANGE ORDER, and GC 6.3 - CHANGE DIRECTIVE.
3.2.5 Claims,disputes,and other matters in question between the Contractor and other contractors shall be dealt
with as provided in Part 8 of the General Conditions - DISPUTE RESOLUTION provided the other
contractors have reciprocal obligations. The Contractor shall be deemed to have consented to arbitration
of any dispute with any other contractor whose contract with the Owner contains a similar agreement to
arbitrate.
GC 3.3 TEMPORARY SUPPORTS, STRUCTURES, AND FACILITIES
3.3.1 The Contractor shall have the sole responsibility for the design, erection, operation, maintenance, and
removal of temporary supports, structures, and facilities and the design and execution of construction
methods required in their use.
1 3.3.2 The Contractor shall engage and pay for registered professional engineering personnel skilled in the
appropriate disciplines to perform those functions referred to in paragraph 3.3.1 where required by law or
by the Contract Documents and in all cases where such temporary supports, structures, and facilities and
their method of construction are of such a nature that professional engineering skill is required to produce
safe and satisfactory results.
1 3.3.3 Notwithstanding the provisions of GC 3.1 - CONTROL OF THE WORK, paragraph 3.3.1, and paragraph
3.3.2 or provisions to the contrary elsewhere in the Contract Documents where such Contract Documents
include designs for temporary supports, structures, and facilities or specify a method of construction in
whole or in part, such facilities and methods shall be considered to be part of the design of the Work and
the Contractor shall not be held responsible for that part of the design or the specified method of
construction. The Contractor shall, however, be responsible for the execution of such design or specified
' method of construction in the same manner as for the execution of the Work.
' GC 3.4 DOCUMENT REVIEW
3.4.1 The Contractor shall review the Contract Documents and shall report promptly to the Consultant any error,
inconsistency,or omission the Contractor may discover. Such review by the Contractor shall be to the best
of the Contractor's knowledge,information,and belief and in making such review the Contractor does not
assume any responsibility to the Owner or the Consultant for the accuracy of the review. The Contractor
shall not be liable for damage or costs resulting from such errors, inconsistencies, or omissions in the
' Contract Documents, which the Contractor did not discover. If the Contractor does discover any error,
inconsistency, or omission in the Contract Documents, the Contractor shall not proceed with the work
affected until the Contractor has received corrected or missing information from the Consultant.
GC 3.5 CONSTRUCTION SCHEDULE
3.5.1 The Contractor shall:
.1 prepare and submit to the Owner and the Consultant prior to the first application for payment, a
construction schedule that indicates the timing of the major activities of the Work and provides
sufficient detail of the critical events and their inter-relationship to demonstrate the Work will be
performed in conformity with the Contract Time;
' CCDC 2- 1994 File 00712 14
' .2 monitor the progress of the Work relative to the construction schedule and update the schedule on a
monthly basis or as stipulated by the Contract Documents; and
.3 advise the Consultant of any revisions required to the schedule as the result of extensions of the
Contract Time as provided in Part 6 of the General Conditions - CHANGES IN THE WORK.
GC 3.6 CONSTRUCTION SAFETY
3.6.1 Subject to paragraph 3.2.2.2 of GC 3.2-CONSTRUCTION BY OWNER OR OTHER CONTRACTORS,
the Contractor shall be solely responsible for construction safety at the Place of the Work and for
compliance with the rules, regulations, and practices required by the applicable construction health and
' safety legislation and shall be responsible for initiating,maintaining, and supervising all safety precautions
and programs in connection with the performance of the Work.
' GC 3.7 SUPERVISOR
' 3.7.1 The Contractor shall employ a competent supervisor and necessary assistants who shall be in attendance
at the Place of the Work while work is being performed. The supervisor shall not be changed except for
valid reason.
3.7.2 The supervisor shall represent the Contractor at the Place of the Work and notices and instructions given
to the supervisor by the Consultant shall be held to have been received by the Contractor.
' GC 3.8 SUBCONTRACTORS AND SUPPLIERS
3.8.1 The Contractor shall preserve and protect the rights of the parties under the Contract with respect to work
to be performed under subcontract, and shall:
.1 enter into contracts or written agreements with Subcontractors and Suppliers to require them to perform
' their work as provided in the Contract Documents;
.2 incorporate the terms and conditions of the Contract Documents into all contracts or written agreements
' with Subcontractors and Suppliers; and
.3 be as fully responsible to the Owner for acts and omissions of Subcontractors,Suppliers,and of persons
directly or indirectly employed by them as for acts and omissions of persons directly employed by the
Contractor.
3.8.2 The Contractor shall indicate in writing, at the request of the Owner, those Subcontractors or Suppliers
' whose bids have been received by the Contractor which the Contractor would be prepared to accept for the
performance of a portion of the Work. Should the Owner not object before signing the Contract, the
Contractor shall employ those Subcontractors or Suppliers so identified by the Contractor in writing for
the performance of that portion of the Work to which their bid applies.
3.8.3 The Owner may, for reasonable cause,at any time before the Owner has signed the Contract,object to the
use of a proposed Subcontractor or Supplier and require the Contractor to employ one of the other
subcontract bidders.
3.8.4 If the Owner requires the Contractor to change a proposed Subcontractor or Supplier, the Contract Price
and Contract Time shall be adjusted by the differences occasioned by such required change.
3.8.5 The Contractor shall not be required to employ as a Subcontractor or Supplier, a person or firm to whom
' the Contractor may reasonably object.
CCDC 2- 1994 File 00712 15
' 3.8.6 The Owner, through the Consultant, may provide to a Subcontractor or Supplier information as to the
percentage of the Subcontractor's or Supplier's work which has been certified for payment.
GC 3.9 LABOUR AND PRODUCTS
r3.9.1 The Contractor shall provide and pay for labour, Products, tools, construction machinery and equipment,
water,heat, light, power, transportation, and other facilities and services necessary for the performance of
' the Work in accordance with the Contract.
3.9.2 Products provided shall be new. Products which are not specified shall be of a quality consistent with those
specified and their use acceptable to the Consultant.
' 3.9.3 The Contractor shall maintain good order and discipline among the Contractor's employees engaged on the
Work and shall not employ on the Work anyone not skilled in the tasks assigned.
GC 3.10 DOCUMENTS AT THE SITE
' 3.10.1 The Contractor shall keep one copy of current Contract Documents, submittals, reports, and records of
meetings at the Place of the Work, in good order and available to the Owner and the Consultant.
GC 3.11 SHOP DRAWINGS
3.11.1 Shop drawings are drawings,diagrams,illustrations,schedules,performance charts,brochures,Product,and
other data which the Contractor provides to illustrate details of a portion of the Work.
3.11.2 The Contractor shall provide shop drawings as described in the Contract Documents or as the Consultant
may reasonably request.
3.11.3 The Contractor shall review all shop drawings prior to submission to the Consultant. The Contractor
' represents by this review that: the Contractor has determined and verified all field measurements and field
construction conditions,or will do so; Product requirements; catalogue numbers; and similar data and that
the Contractor has checked and co-ordinated each shop drawing with the requirements of the Work and of
' the Contract Documents. The Contractor shall confirm this review of each shop drawing by stamp, date,
and signature of the person responsible. At the time of submission the Contractor shall notify the
Consultant in writing of any deviations in the shop drawings from the requirements of the Contract
Documents.
3.11.4 The Contractor shall submit shop drawings to the Consultant to review in orderly sequence and sufficiently
in advance so as to cause no delay in the Work or in the work of other contractors. Upon request of the
' Contractor or the Consultant, they jointly shall prepare a schedule of the dates for submission and return
of shop drawings. Shop drawings which require approval of any legally constituted authority having
jurisdiction shall be submitted to such authority by the Contractor for approval.
' 3.11.5 The Contractor shall submit shop drawings in the form specified or as the Consultant may direct. The
Consultant will review and return shop drawings in accordance with the schedule agreed upon,or otherwise
with reasonable promptness so as to cause no delay. The Consultant's review is for conformity to the
design concept and for general arrangement only. The Consultant's review shall not relieve the Contractor
of responsibility for errors or omissions in the shop drawings or for meeting all requirements of the Contract
Documents unless the Consultant expressly notes the acceptance of a deviation on the shop drawings.
3.11.6 Upon the Consultant's request,the Contractor shall revise and resubmit shop drawings which the Consultant
rejects as inconsistent with the Contract Documents unless otherwise directed by the Consultant. The
' CCDC 2- 1994 File 00712
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i
Contractor shall notify he Consultant in writing of an revisions to the resubmission other than those
Y g Y
requested by the Consultant.
GC 3.12 USE OF THE WORK
3.12.1 The Contractor shall confine construction machinery and equipment, storage of Products, and operations
of employees to limits indicated by laws, ordinances, permits, or the Contract Documents and shall not
unreasonably encumber the Work with Products.
3.12.2 The Contractor shall not load or permit to be loaded any part of the Work with a weight or force that will
endanger the safety of the Work.
GC 3.13 CUTTING AND REMEDIAL WORK
3.13.1 The Contractor shall do the cutting and remedial work required to make the several parts of the Work come
together properly.
' 3.13.2 The Contractor shall co-ordinate the Work to ensure that this requirement is kept to a minimum.
3.13.3 Should the Owner, the Consultant, other contractors or anyone employed by them be responsible for ill-
' timed work necessitating cutting or remedial work to be performed, the cost of such cutting or remedial
work shall be valued as provided in GC 6.1 - CHANGES, GC 6.2 - CHANGE ORDER, and GC 6.3 -
CHANGE DIRECTIVE.
3.13.4 Cutting and remedial work shall be performed by specialists familiar with the Products affected and shall
be performed in a manner to neither damage nor endanger the Work.
GC 3.14 CLEANUP
3.14.1 The Contractor shall maintain the Work in a tidy condition and free from the accumulation of waste
products and debris, other than that caused by the Owner, other contractors or their employees.
' 3.14.2 The Contractor shall remove waste products and debris, other than that resulting from the work of the
Owner, other contractors or their employees, and shall leave the Work clean and suitable for occupancy by
the Owner before attainment of Substantial Performance of the Work. The Contractor shall remove
products, tools, construction machinery, and equipment not required for the performance of the remaining
' work.
3.14.3 Prior to application for the final certificate for payment, the Contractor shall remove products, tools,
construction machinery and equipment, and waste products and debris, other than that resulting from the
work of the Owner, other contractors or their employees.
' PART 4 ALLOWANCES
GC 4.1 CASH ALLOWANCES
4.1.1 The Contract Price includes cash allowances stated in the Contract Documents, which allowances shall be
expended as the Owner directs through the Consultant.
4.1.2 Cash allowances cover the net cost to the Contractor of services, Products, construction machinery and
' equipment, freight, unloading, handling, storage, installation, and other authorized expenses incurred in
CCDC 2- 1994 File 00712 17
performing the work stipulated under the cash allowances but do not include any Value Added Taxes payable
by the Owner to the Contractor.
4.1.3 The Contract Price, and not the cash allowances, includes the Contractor's overhead and profit in
connection with such cash allowances.
4.1.4 Where costs under a cash allowance exceed the amount of the allowance, the Contractor shall be
compensated for any excess incurred and substantiated plus an amount for overhead and profit as set out
in the Contract Documents.
4.1.5 The Contract Price shall be adjusted by Change Order to provide for any difference between the actual cost
and each cash allowance.
' 4.1.6 The value of the work performed under a cash allowance is eligible to be included in progress payments.
4.1.7 The Contractor and the Consultant shall jointly prepare a schedule that shows when the Consultant and
Owner must authorize ordering of items called for under cash allowances to avoid delaying the progress of
the Work.
' GC 4.2 CONTINGENCY ALLOWANCE
I
' 4.2.1 The Contract Price includes the contingency allowance, if any, stated in the Contract Documents.
4.2.2 Expenditures under the contingency allowance shall be authorized and valued as provided in GC 6.1 -
CHANGES, GC 6.2 - CHANGE ORDER, and GC 6.3 - CHANGE DIRECTIVE.
4.2.3 The Contract Price shall be adjusted by Change Order to provide for any difference between the
expenditures authorized under paragraph 4.2.2 and the contingency allowance.
PART 5 PAYMENT
' GC 5.1 FINANCING INFORMATION REQUIRED OF THE OWNER
' 5.1.1 The Owner shall, at the request of the Contractor, prior to execution of the Agreement, and/or promptly
from time to time thereafter,furnish to the Contractor reasonable evidence that financial arrangements have
been made to fulfill the Owner's obligations under the Contract.
' 5.1.2 The Owner shall notify the Contractor in writing of any material change in the Owner's financial
arrangements during the performance of the Contract.
GC 5.2 APPLICATIONS FOR PROGRESS PAYMENT
' 5.2.1 Applications for payment on account as provided in Article A-5 of the Agreement - PAYMENT may be
made monthly as the Work progresses.
5.2.2 Applications for payment shall be dated the last day of the agreed monthly payment period and the amount
claimed shall be for the value,proportionate to the amount of the Contract,of work performed and Products
delivered to the Place of the Work at that date.
5.2.3 The Contractor shall submit to the Consultant, at least 14 days before the first application for payment, a
schedule of values for the parts of the Work,aggregating the total amount of the Contract Price, so as to
facilitate evaluation of applications for payment.
CCDC 2- 1994 File 00712 18
5.2.4 The schedule of values shall be made out in such form and supported by such evidence as the Consultant
may reasonably direct and when accepted by the Consultant, shall be used as the basis for applications for
payment, unless it is found to be in error.
5.2.5 The Contractor shall include a statement based on the schedule of values with each application for payment.
' 5.2.6 Claims for Products delivered to the Place of the Work but not yet incorporated into the Work shall be
supported by such evidence as the Consultant may reasonably require to establish the value and delivery
of the Products.
GC 5.3 PROGRESS PAYMENT
5.3.1 The Consultant will issue to the Owner,no later than 10 days after the receipt of an application for payment
from the Contractor submitted in accordance with GC 5.2 - APPLICATIONS FOR PROGRESS
PAYMENT, a certificate for payment in the amount applied for or in such other amount as the Consultant
determines to be properly due. If the Consultant amends the application,the Consultant will promptly notify
the Contractor in writing giving reasons for the amendment.
' 5.3.2 The Owner shall make payment to the Contractor on account as provided in Article A-5 of the Agreement-
PAYMENT no later than 5 days after the date of a certificate for payment issued by the Consultant.
GC 5.4 SUBSTANTIAL PERFORMANCE OF THE WORK
5.4.1 When the Contractor considers that the Work is substantially performed, or if permitted by the lien
legislation applicable to the Place of the Work a designated portion thereof which the Owner agrees to
accept separately is substantially performed, the Contractor shall prepare and submit to the Consultant a
' comprehensive list of items to be completed or corrected and apply for a review by the Consultant to
establish Substantial Performance of the Work or substantial performance of the designated portion of the
Work. Failure to include an item on the list does not alter the responsibility of the Contractor to complete
the Contract.
5.4.2 No later than 10 days after the receipt of the Contractor's list and application, the Consultant will review
the Work to verify the validity of the application,and no later than 7 days after completing the review,will
notify the Contractor whether the Work or the designated portion of the Work is substantially performed.
' 5.4.3 The Consultant shall state the date of Substantial Performance o the Work or designated onion of the
� f g P
Work in a certificate.
5.4.4 Immediately following the issuance of the certificate of Substantial Performance of the Work, the
Contractor, in consultation with the Consultant, will establish a reasonable date for finishing the Work.
GC 5.5 PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF THE WORK
5.5.1 After the issuance of the certificate of Substantial Performance of the Work, the Contractor shall:
.1 submit an application for payment of the holdback amount,
.2 submit a sworn statement that all accounts for labour, subcontracts,Products,construction machinery
and equipment, and other indebtedness which may have been incurred by the Contractor in the
Substantial Performance of the Work and for which the Owner might in any way be held responsible
have been paid in full, except for amounts properly retained as a holdback or as an identified amount
in dispute.
S
CCDC 2- 1994 File 00712 19
! 5.5.2 After the receipt of an application for payment from the Contractor and the sworn statement as provided
in paragraph 5.5.1, the Consultant will issue a certificate for payment of the holdback amount.
! 5.5.3 Where the holdback amount has not been placed in a separate holdback account, the Owner shall, 10 days
prior to the expiry of the holdback period stipulated in the lien legislation applicable to the Place of the
Work, place the holdback amount in a bank account in the joint names of the Owner and the Contractor.
5.5.4 The holdback amount authorized by the certificate for payment of the holdback amount is due and payable
' on the day following the expiration of the holdback period stipulated in the lien legislation applicable to the
Place of the Work. Where lien legislation does not exist or apply, the holdback amount shall be due and
payable in accordance with other legislation, industry practice, or provisions which may be agreed to
between the parties. The Owner may retain out of the holdback amount any sums required by law to satisfy
' any liens against the Work or, if permitted by the lien legislation applicable to the Place of the Work,other
third party monetary claims against the Contractor which are enforceable against the Owner.
! GC 5.6 PROGRESSIVE RELEASE OF HOLDBACK
' 5.6.1 Where legislation permits and where,upon application by the Contractor, the Consultant has certified that
the work of a Subcontractor or Supplier has been performed prior to Substantial Performance of the Work,
the Owner shall pay the Contractor the holdback amount retained for such subcontract work,or the Products
supplied by such Supplier, on the day following the expiration of the holdback period for such work
stipulated in the lien legislation applicable to the Place of the Work.
5.6.2 Notwithstanding the provisions of the preceding paragraph, and notwithstanding the wording of such
! certificates, the Contractor shall ensure that such subcontract work or Products is protected pending the
issuance of a final certificate for payment and be responsible for the correction of defects or work not
performed regardless of whether or not such was apparent when such certificates were issued.
! GC 5.7 FINAL PAYMENT
5.7.1 When the Contractor considers that the Work is completed,the Contractor shall submit an application for
final payment.
! 5.7.2 The Consultant will, no later than 10 days after the receipt of an application from the Contractor for final
payment,review the Work to verify the validity of the application. The Consultant will,no later than 7 days
after reviewing the Work, notify the Contractor that the application is valid or give reasons why it is not
valid.
! 5.7.3 When the Consultant finds the Contractor's application for final payment valid, the Consultant will issue
a final certificate for payment.
! 5.7.4 Subject to the provision of paragraph 10.4.1 of GC 10.4 - WORKERS' COMPENSATION, and any lien
legislation applicable to the Place of the Work, the Owner shall,no later than 5 days after the issuance of
' a final certificate for payment, pay the Contractor as provided in Article A-5 of the Agreement -
PAYMENT.
GC 5.8 WITHHOLDING OF PAYMENT
5.8.1 If because of climatic or other conditions reasonably beyond the control of the Contractor, there are items
of work that cannot be performed,payment in full for that portion of the Work which has been performed
' as certified by the Consultant shall not be withheld or delayed by the Owner on account thereof, but the
Owner may withhold, until the remaining portion of the Work is finished, only such an amount that the
Consultant determines is sufficient and reasonable to cover the cost of performing such remaining work.
! CCDC 2- 1994 File 00712
20
GC 5.9 NON-CONFORMING WORK
' 5.9.1 No payment by the Owner under the Contract nor partial or entire use or occupancy of the Work by the
Owner shall constitute an acceptance of any portion of the Work or Products which are not in accordance
with the requirements of the Contract Documents.
PART 6 CHANGES IN THE WORK
GC 6.1 CHANGES
6.1.1 The Owner, through the Consultant, without invalidating the Contract, may make changes in the Work
consisting of additions, deletions, or other revisions to the Work by Change Order or Change Directive.
' 6.1.2 The Contractor shall not perform a change in the Work without a Change Order or a Change Directive.
GC 6.2 CHANGE ORDER
6.2.1 When a change in the Work is proposed or required, the Consultant shall provide a notice describing the
proposed change in the Work to the Contractor. The Contractor shall present, in a form acceptable to the
Consultant, a method of adjustment or an amount of adjustment for the Contract Price, if any, and the
adjustment in the Contract Time, if any, for the proposed change in the Work.
6.2.2 When the Owner and the Contractor agree to the adjustments in the Contract Price and Contract Time or
to the method to be used to determine the adjustments, such agreement shall be effective immediately and
shall be recorded in a Change Order, signed by Owner and Contractor. The value of the work performed
' as the result of a Change Order shall be included in applications for progress payment.
GC 6.3 CHANGE DIRECTIVE
6.3.1 If the Owner requires the Contractor to proceed with a change in the Work prior to the Owner and the
Contractor agreeing upon the adjustment in Contract Price and Contract Time, the Owner, through the
' Consultant, shall issue a Change Directive.
6.3.2 Upon receipt of a Change Directive, the Contractor shall proceed promptly with the change in the Work.
The adjustment in the Contract Price for a change carried out by way of a Change Directive shall be
determined on the basis of the cost of expenditures and savings to perform the work attributable to the
change. If a change in the Work results in a net increase in the Contract Price,an allowance for overhead
and profit shall be included.
' 6.3.3 If a change in the Work results in a net decrease in the Contract Price,the amount of the credit shall be the
net cost,without deduction for overhead or profit. When both additions and deletions covering related work
1 or substitutions are involved in a change in the Work, the allowance for overhead and profit shall be
calculated on the basis of the net increase, if any, with respect to that change in the Work.
63.4 The Contractor shall keep and present,in such form as the Consultant may require,an itemized accounting
of the cost of expenditures and savings referred to in paragraph 6.3.2 together with supporting data. The
cost of performing the work attributable to the Change Directive shall be limited to the actual cost of all
of the following:
1 wages and benefits paid for labour in the direct employ of the Contractor under applicable collective
bargaining agreements,or under a salary or wage schedule agreed upon by the Owner and Contractor,
CCDC 2- 1994 File 00712 21
.2 salaries,wages, and benefits of the Contractor's office personnel engaged in a technical capacity and
other personnel at shops or on the road, engaged in expediting the production or transportation of
materials or equipment;
.3 contributions, assessments, or taxes incurred for such items as unemployment insurance, provincial
1 health insurance, workers' compensation, and Canada or Quebec Pension Plan, insofar as such cost is
based on wages, salaries,or other remuneration paid to employees of the Contractor and included in
the cost of the work as provided in paragraphs 6.3.4.1 and 6.3.4.2;
r .4 travel and subsistence expenses of the Contractor's personnel described in paragraphs 6.3.4.1 and
6.3.4.2;
' .5 the cost of all Products including cost of transportation thereof;
.6 the cost of materials, supplies,equipment, temporary services and facilities,and hand tools not owned
' by the workers, including transportation and maintenance thereof, which are consumed; and cost less
salvage value on such items used but not consumed, which remain the property of the Contractor;
.7 rental cost of all tools, machinery, and equipment, exclusive of hand tools, whether rented from or
provided by the Contractor or others, including installation, minor repairs and replacements,
dismantling, removal, transportation and delivery cost thereof;
' .8 deposits lost;
.9 the amounts of all subcontracts;
.10 the cost of quality assurance such as independent inspection and testing services;
.11 charges levied by authorities having jurisdiction at the Place of the Work;
1 .12 royalties, patent license fees, and damages for infringement of patents and cost of defending suits
therefor subject always to the Contractor's obligations to indemnify the Owner as provided in paragraph
10.3.1 of GC 10.3 - PATENT FEES;
.13 any adjustment in premiums for all bonds and insurance which the Contractor is required, by the
Contract Documents, to purchase and maintain;
.14 any adjustment in taxes and duties for which the Contractor is liable;
.15 charges for long distance telephone and facsimile communications, courier services, expressage, and
petty cash items incurred;
.16 the cost of removal and disposal of waste products and debris;
.17 cost incurred due to emergencies affecting the safety of persons or property;
' 6.3.5 Pending determination of the final amount of a Change Directive, the undisputed value of the work
performed as the result of a Change Directive is eligible to be included in progress payments.
' 6.3.6 If the Owner and Contractor do not agree on the proposed adjustment in the Contract Time or the method
of determining it, the adjustment shall be referred to the Consultant for determination.
i
' 6.3.7 If at any time after the start of the work directed by a Change Directive, the Owner and the Contractor
reach agreement on the adjustment to the Contract Price and to the Contract Time,this agreement shall be
recorded in a Change Order signed by Owner and Contractor.
CCDC 2- 1994 File 00712 22
GC 6.4 CONCEALED OR UNKNOWN CONDITIONS
6.4.1 If the Owner or the Contractor discover conditions at the Place of the Work which are:
.1 subsurface or otherwise concealed physical conditions which existed before the commencement of the
1 Work which differ materially from those indicated in the Contract Documents; or
.2 physical conditions of a 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 the observing party shall notify the other party in writing before conditions are disturbed and in no
' event later than 5 Working Days after first observance of the conditions.
6.4.2 The Consultant will promptly investigate such conditions and make a finding. If the finding is that the
1 conditions differ materially and this would cause an increase or decrease in the Contractor's cost or time
to perform the Work, the Consultant, with the Owner's approval, shall issue appropriate instructions for a
change in the Work as provided in GC 6.2 - CHANGE ORDER or GC 6.3 - CHANGE DIRECTIVE.
6.4.3 If the Consultant finds that the conditions at the Place of the Work are not materially different or that no
change in the Contract Price or the Contract Time is justified, the Consultant shall report the reasons for
this finding to the Owner and the Contractor in writing.
GC 6.5 DELAYS
' 6.5.1 If the Contractor is delayed in the performance of the Work by an action or omission of the Owner,
Consultant,or anyone employed or engaged by them directly or indirectly,contrary to the provisions of the
Contract Documents,then the Contract Time shall be extended for such reasonable time as the Consultant
may recommend in consultation with the Contractor. The Contractor shall be reimbursed by the Owner
for reasonable costs incurred by the Contractor as the result of such delay.
6.5.2 If the Contractor is delayed in the performance of the Work by a stop work order issued by a court or other
public authority and providing that such order was not issued as the result of an act or fault of the
Contractor or any person employed or engaged by the Contractor directly or indirectly, then the Contract
' Time shall be extended for such reasonable time as the Consultant may recommend in consultation with the
Contractor. The Contractor shall be reimbursed by the Owner for reasonable costs incurred by the
Contractor as the result of such delay.
6.5.3 If the Contractor is delayed in the performance of the Work by labour disputes,strikes,lock-outs(including
' lock-outs decreed or recommended for its members by a recognized contractors' association, of which the
Contractor is a member or to which the Contractor is otherwise bound), fire, unusual delay by common
carriers or unavoidable casualties, or without limit to any of the foregoing, by a cause beyond the
Contractor's control, then the Contract Time shall be extended for such reasonable time as the Consultant
may recommend in consultation with the Contractor. The extension of time shall not be less than the time
' lost as the result of the event causing the delay, unless the Contractor agrees to a shorter extension. The
Contractor shall not be entitled to payment for costs incurred by such delays unless such delays result from
actions by the Owner.
' 6.5.4 No extension shall be made for delay unless notice in writing of claim is given to the Consultant not later
than 10 Working Days after the commencement of delay,providing however,that in the case of a continuing
cause of delay only one notice of claim shall be necessary.
6.5.5 If no schedule is made under paragraph 2.2.9 of GC 2.2 - ROLE OF THE CONSULTANT, no claim for
delay shall be allowed because of failure of the Consultant to furnish instructions until 10 Working Days
' after demand for such instructions has been made and not then,unless the claim is reasonable.
CCDC 2 1994 File 00712 23
' PART 7 DEFAULT NOTICE
GC 7.1 OWNER'S RIGHT TO PERFORM THE WORK, STOP THE WORK, OR TERMINATE THE
CONTRACT
' 7.1.1 If the Contractor should be adjudged bankrupt, or makes a general assignment for the benefit of creditors
because of the Contractor's insolvency,or if a receiver is appointed because of the Contractor's insolvency,
the Owner may, without prejudice to any other right or remedy the Owner may have, by giving the
' Contractor or receiver or trustee in bankruptcy notice in writing,terminate the Contract.
7.1.2 If the Contractor should neglect to prosecute the Work properly or otherwise fails to comply with the
' requirements of the Contract to a substantial degree and if the Consultant has given a written statement to
the Owner and Contractor that sufficient cause exists to justify such action, the Owner may, without
prejudice to any other right or remedy the Owner may have, notify the Contractor in writing that the
' Contractor is in default of the Contractor's contractual obligations and instruct the Contractor to correct
the default in the 5 Working Days immediately following the receipt of such notice.
7.1.3 If the default cannot be corrected in the 5 Working Days specified, the Contractor shall be in compliance
with the Owner's instructions if the Contractor:
.1 commences the correction of the default within the specified time, and
I .2 provides the Owner with an acceptable schedule for such correction, and
' .3 corrects the default in accordance with such schedule.
7.1.4 If the Contractor fails to correct the default in the time specified or subsequently agreed upon, without
prejudice to any other right or remedy the Owner may have, the Owner may:
1 .1 correct such default and deduct the cost thereof from any payment then or thereafter due the Contractor
provided the Consultant has certified such cost to the Owner and the Contractor, or
' .2 terminate the Contractor's right to continue with the Work in whole or in part or terminate the
Contract.
' 7.1.5 If the Owner terminates the Contractor's right to continue with the Work as provided in paragraphs 7.1.1
and 7.1.4, the Owner shall be entitled to:
' 1 take possession of the Work and Products; utilize the construction machinery and equipment; subject
to the rights of third parties,finish the Work by whatever method the Owner may consider expedient,
but without undue delay or expense; and
.2 withhold further payment to the Contractor until a final certificate for payment is issued; and
' .3 charge the Contractor the amount by which the full cost of finishing the Work as certified by the
Consultant, including compensation to the Consultant for the Consultant's additional services and a
reasonable allowance as determined' by the Consultant to cover the cost of corrections to work
performed by the Contractor that may be required-under GC 12.3-WARRANTY,exceeds the unpaid
balance of the Contract Price; however, if such cost of finishing the Work is less than the unpaid
balance of the Contract Price, the Owner shall pay the Contractor the difference; and
.4 on expiry of the warranty period,charge the Contractor the amount by which the cost of corrections
to the Contractor's work under GC 12.3 - WARRANTY exceeds the allowance provided for such
corrections, or if the cost of such corrections is less than the allowance, pay the Contractor the
difference.
CCDC 2- 1994 File 00712 24
1 7.1.6 The Contractor's obligation under the Contract as to quality, correction, and warranty of the work
performed by the Contractor up to the time of termination shall continue in force after such termination.
GC 7.2 CONTRACTOR'S RIGHT TO STOP THE WORK OR TERMINATE T THE CONTRACT
' 7.2.1 If the Owner should be adjudged bankrupt, or makes a general assignment for the benefit of creditors
because of the Owner's insolvency, or if a receiver is appointed because of the Owner's insolvency, the
Contractor may, without prejudice to any other right or remedy the Contractor may have, by giving the
Owner or receiver or trustee in bankruptcy notice in writing, terminate the Contract.
7.2.2 If the Work should be stopped or otherwise delayed for a period of 30 days or more under an order of a
court or other public authority and providing that such order was not issued as the result of an act or fault
of the Contractor or of anyone directly or indirectly employed or engaged by the Contractor,the Contractor
may, without prejudice to any other right or remedy the Contractor may have,by giving the Owner notice
in writing, terminate the Contract.
7.2.3 The Contractor may notify the Owner in writing,with a copy to the Consultant,that the Owner is in default
of the Owner's contractual obligations if:
1 the Owner fails to furnish, when so requested by the Contractor, reasonable evidence that financial
arrangements have been made to fulfill the Owner's obligations under the Contract, or
' .2 the Consultant fails to issue a certificate as provided in GC 5.3 PROGRESS PAYMENT, or
' .3 the Owner fails to pay the Contractor when due the amounts certified by the Consultant or awarded
by arbitration or court, or
.4 the Owner violates the requirements of the Contract to a substantial degree and the Consultant,except
for GC 5.1 - FINANCING INFORMATION REQUIRED OF THE OWNER, confirms by written
statement to the Contractor that sufficient cause exists.
' 7.2.4 The Contractor's notice in writing to the Owner provided under paragraph 7.2.3 shall advise that if the
default is not corrected within 5 Working Days following the receipt of the notice in writing,the Contractor
may, without prejudice to any other right or remedy the Contractor may have, stop the Work or terminate
1 the Contract.
7.2.5 If the Contractor terminates the Contract under the conditions set out above,the Contractor shall be entitled
to be paid for all work performed including reasonable profit, for loss sustained upon Products and
construction machinery and equipment, and such other damages as the Contractor may have sustained as
a result of the termination of the Contract.
rPART 8 DISPUTE RESOLUTION
' GC 8.1 AUTHORITY OF THE CONSULTANT
8.1.1 Differences between the parties to the Contract as to the interpretation,application or administration of the
' Contract or any failure to agree where agreement between the parties is called for,herein collectively called
disputes, which are not resolved in the first instance by findings of the Consultant as provided in GC 2.2 -
ROLE OF THE CONSULTANT, shall be settled in accordance with the requirements of Part 8 of the
General Conditions - DISPUTE RESOLUTION.
8.1.2 If a dispute arises under the Contract in respect of a matter in which the Consultant has no authority under
the Contract to make a finding,the procedures'set out in paragraph 8.1.3 and paragraphs 8.2.3 to 8.2.8 of
CCDC 2- 1994 File 00712 25
' GC 8.2 - NEGOTIATION, MEDIATION, AND ARBITRATION, and in GC 8.3 - RETENTION OF
RIGHTS apply to that dispute with the necessary changes to detail as may be required.
8.1.3 If a dispute is not resolved promptly, the Consultant shall give such instructions as in the Consultant's
opinion are necessary for the proper performance of the Work and to prevent delays pending settlement of
the dispute. The parties shall act immediately according to such instructions, it being understood that by
' so doing neither party will jeopardize any claim the party may have. If it is subsequently determined that
such instructions were in error or at variance with the Contract Documents, the Owner shall pay the
Contractor costs incurred by the Contractor in carrying out such instructions which the Contractor was
' required to do beyond what the Contract Documents correctly understood and interpreted would have
required, including costs resulting from interruption of the Work.
' GC 8.2 NEGOTIATION, MEDIATION, AND ARBITRATION
' 8.2.1 In accordance with the latest edition of the Rules for Mediation of CCDC 2 Construction Disputes, the
parties shall appoint a Project Mediator
.1 within 30 days after the Contract was awarded, or
r .2 if the parties neglected to make an appointment within the 30 day period, within 15 days after either
party by notice in writing requests that the Project Mediator be appointed.
' 8.2.2 A party shall be conclusively deemed to have accepted a finding of the Consultant under GC 2.2 - ROLE
OF THE CONSULTANT and to have expressly waived and released the other party from any claims in
respect of the particular matter dealt with in that finding unless, within 15 Working Days after receipt of
' that finding, the party sends a notice in writing of dispute to the other party and to the Consultant, which
contains the particulars of the matter in dispute and the relevant provisions of the Contract Documents. The
responding party shall send a notice in writing of reply to the dispute within 10 Working Days after receipt
' of the notice of dispute setting out particulars of this response and any relevant provisions of the Contract
Documents.
8.2.3 The parties shall make all reasonable efforts to resolve their dispute by amicable negotiations and agree to
' provide,without prejudice,frank,candid and timely disclosure of relevant facts,information,and documents
to facilitate these negotiations.
i
8.2.4 After a period of 10 Working Days following receipt of a responding party's notice in writing of reply under
paragraph 8.2.2,the parties shall request the Project Mediator to assist the parties to reach agreement on any
unresolved dispute. The mediated negotiations shall be conducted in accordance with the latest edition of
the Rules for Mediation of CCDC 2 Construction Disputes.
8.2.5 If the dispute has not been resolved within 10 Working Days after the Project Mediator was requested under
paragraph 8.2.4 or within such further period agreed by the parties,the Project Mediator shall terminate the
mediated negotiations by giving notice in writing to both parties.
8.2.6 By giving a notice in writing to the other party,not later than 10 Working Days after the date of termination
' of the mediated negotiations under paragraph 8.2.5,either party may refer the dispute to be finally resolved
by arbitration under the latest edition of the Rules for Arbitration of CCDC 2 Construction Disputes. The
arbitration shall be conducted in the jurisdiction of the Place of the Work.
8.2.7 On expiration of the 10 Working Days, the arbitration agreement under paragraph 8.2.6 is not binding on
the parties and,if a notice is not given under paragraph 8.2.6 within the required time,the parties may refer
the unresolved dispute to the courts or to any other form of dispute resolution, including arbitration,which
they have agreed to use.
CCDC 2- 1994 File 00712 26
8.2.8 If neither party requires by notice in writing given within 10 Working Days of the date of notice requesting
arbitration in paragraph 8.2.6 that a dispute be arbitrated immediately,all disputes referred to arbitration as
provided in paragraph 8.2.6 shall be
.1 held in abeyance until
(1) Substantial Performance of the Work,
(2) the Contract has been terminated, or
(3) the Contractor has abandoned the Work,
whichever is earlier, and
.2 consolidated into a single arbitration under the rules governing the arbitration under paragraph 8.2.6.
' GC 8.3 RETENTION OF RIGHTS
8.3.1 It is agreed that no act by either party shall be construed as a renunciation or waiver of any rights or
recourses, provided the party has given the notices required under Part 8 of the General Conditions -
DISPUTE RESOLUTION and has carried out the instructions as provided in paragraph 8.1.3.
' 8.3.2 Nothing in Part 8 of the General Conditions - DISPUTE RESOLUTION shall be construed in any way to
limit a party from asserting any statutory right to a lien under applicable lien legislation of the jurisdiction
of the Place of the Work and the assertion of such right by initiating judicial proceedings is not to be
construed as a waiver of any right that party may have under paragraph 8.2.6 to proceed by way of
arbitration to adjudicate the merits of the claim upon which such a lien is based.
' PART 9 PROTECTION OF PERSONS AND PROPERTY
' GC 9.1 PROTECTION OF WORK AND PROPERTY
9.1.1 The Contractor shall protect the Work and the Owner's property and property adjacent to the Place of the
Work from damage which may arise as the result of the Contractor's operations under the Contract, and
shall be responsible for such damage, except damage which occurs as the result of.
.1 errors in the Contract Documents;
.2 acts or omissions by the Owner, the Consultant, other contractors, their agents and employees.
9.1.2 Should the Contractor in the performance of the Contract damage the Work, the Owner's property, or
property adjacent to the Place of the Work, the Contractor shall be responsible for the making good such
damage at the Contractor's expense.
9.1.3 Should damage occur to the Work or Owner's property for which the Contractor is not responsible, as
provided in paragraph 9.1.1, the Contractor shall make good such damage to the Work and, if the Owner
so directs, to the Owner's property. The Contract Price and Contract Time shall be adjusted as provided
in GC 6.1 - CHANGES, GC 6.2 - CHANGE ORDER, and GC 6.3 - CHANGE DIRECTIVE.
' GC 9.2 DAMAGES AND MUTUAL RESPONSIBILITY
9.2.1 If either party to the Contract should suffer damage in any manner because of any wrongful act or neglect
of the other party or of anyone for whom the other party is responsible in law, then that party shall be
reimbursed by the other party for such damage. The reimbursing party shall be subrogated to the rights of
the other party in respect of such wrongful act or neglect if it be that of a third party.
1 CCDC 2- 1994 File 00712 27
' 9.2.2 Claims for damage under paragraph 9.2.1 shall be made in writing to the party liable within reasonable time
after the first observance of such damage and if undisputed shall be confirmed by Change Order. Disputed
' claims shall be resolved as set out in Part 8 of the General Conditions - DISPUTE RESOLUTION.
9.2.3 If the Contractor has caused damage to the work of another contractor on the Project,the Contractor agrees
upon due notice to settle with the other contractor by negotiation or arbitration. If the other contractor
makes a claim against the Owner on account of damage alleged to have been so sustained,the Owner shall
notify the Contractor and may require the Contractor to defend the action at the Contractor's expense. The
Contractor shall satisfy a final order or judgment against the Owner and pay the costs incurred by the
Owner arising from such action.
9.2.4 If the Contractor becomes liable to pay or satisfy a final order,judgment,or award against the Owner,then
' the Contractor, upon undertaking to indemnify the Owner against any and all liability for costs, shall have
the right to appeal in the name of the Owner such final order or judgment to any and all courts of competent
jurisdiction.
GC 9.3 TOXIC AND HAZARDOUS SUBSTANCES AND MATERIALS
' 9.3.1 For the purposes of applicable environmental legislation, the Owner shall be deemed to have control and
management of the Place of the Work with respect to existing conditions.
9.3.2 Prior to the Contractor commencing the Work, the Owner shall
1 take all reasonable steps to determine whether any toxic or hazardous substances or materials are
present at the Place of the Work, and
.2 provide the Consultant and the Contractor with a written list of any such substances and materials.
' 9.3.3 The Owner shall take all reasonable steps to ensure that no person suffers injury,sickness,or death and that
no property is injured or destroyed as a result of exposure to, or the presence of, toxic or hazardous
substances or materials which were at the Place of the Work prior to the Contractor commencing the Work.
9.3.4 Unless the Contract expressly provides otherwise, the Owner shall be responsible for taking all necessary
steps, in accordance with legal requirements, to dispose of, store or otherwise render harmless toxic or
hazardous substances or materials which were present at the Place of the Work prior to the Contractor
commencing the Work.
9.3.5 If the Contractor
' .1 encounters toxic or hazardous substances or materials at the Place of the Work, or
' .2 has reasonable grounds to believe that toxic or hazardous substances or materials are present at the
Place of the Work,
which were not disclosed by the Owner, as required under paragraph 9.3.2, or which were disclosed but
have not been dealt with as required under paragraph 9.3.4, the Contractor shall
.3 take all reasonable steps,including stopping the Work,to ensure that no person suffers injury,sickness,
or death and that no property is injured or destroyed as a result of exposure to or the presence of the
substances or materials, and
1 .4 immediately report the circumstances to the Consultant and the Owner in writing.
CCDC 2- 1994 File 00712
28
' 3 If the Contractor i i performing Work 9. .6 e Contr o s delayed n pe ormmg the o k or incurs additional costs as a result of taking steps
required under paragraph 9.3.5.3, the Contract Time shall be extended for such reasonable time as the
' Consultant may recommend in consultation with the Contractor and the Contractor shall be reimbursed for
reasonable costs incurred as a result of the delay and as a result of taking those steps.
9.3.7 Notwithstanding paragraphs 2.2.6 and 2.2.7 of GC 2.2-ROLE OF THE CONSULTANT,or paragraph 8.1.1
of GC 8.1 AUTHORITY OF THE CONSULTANT, the Consultant may select and rely upon the advice
of an independent expert in a dispute under paragraph 9.3.6 and, in that case, the expert shall be deemed
to have been jointly retained by the Owner and the Contractor and shall be jointly paid by them.
9.3.8 The Owner shall indemnify and hold harmless the Contractor,the Consultant, their agents and employees,
from and against claims, demands, losses, costs, damages, actions, suits, or proceedings arising out of or
' resulting from exposure to,or the presence of,toxic or hazardous substances or materials which were at the
Place of the Work prior to the Contractor commencing the Work. This obligation shall not be construed
to negate, abridge, or reduce other rights or obligations of indemnity set out in GC 12.1 -
INDEMNIFICATION or which otherwise exist respecting a person or party described in this paragraph.
9.3.9 GC 9.3-TOXIC AND HAZARDOUS SUBSTANCES AND MATERIALS shall govern over the provisions
' of paragraph 1.3.1 of GC 1.3 - RIGHTS AND REMEDIES or GC 9.2 - DAMAGES AND MUTUAL
RESPONSIBILITY.
PART 10 GOVERNING REGULATIONS
' GC 10.1 TAXES AND DUTIES
10.1.1 The Contract Price shall include all taxes and customs duties in effect at the time of the bid closing except
for Value Added Taxes payable by the Owner to the Contractor as stipulated in Article A-4 of the
Agreement - CONTRACT PRICE.
10.1.2 Any increase or decrease in costs to the Contractor due to changes in such included taxes and duties after
the time of the bid closing shall increase or decrease the Contract Price accordingly.
GC 10.2 LAWS, NOTICES, PERMITS, AND FEES
10.2.1 The laws of the Place of the Work shall govern the Work.
' 10.2.2 The Owner shall obtain and pay for the building permit,permanent easements,and rights of servitude. The
Contractor shall be responsible for permits, licenses, or certificates necessary for the performance of the
' Work which were in force at the date of bid closing.
10.2.3 The Contractor shall give the required notices and comply with the laws,ordinances, rules,regulations,or
' codes which are or become in force during the performance of the Work and which relate to the Work, to
the preservation of the public health, and to construction safety.
10.2.4 The Contractor shall not be responsible for verifying that the Contract Documents are in compliance with
the applicable laws,ordinances,rules,regulations,or codes relating to the Work. If the Contract Documents
are at variance therewith, or if, subsequent to the date of bid closing, changes are made to the applicable
laws, ordinances, rules, regulations, or codes which require modification to the Contract Documents, the
' Contractor shall notify the Consultant in writing requesting direction immediately upon such variance or
change becoming known. The Consultant will make the changes required to the Contract Documents as
provided in GC 6.1 - CHANGES, GC 6.2 - CHANGE ORDER,and GC 6.3 - CHANGE DIRECTIVE.
1 CCDC 2- 1994 File 00712 29
' 10.2.5 If the Contractor fails to notify the Consultant in writing; and fails to obtain direction as required in
paragraph 10.2.4; and performs work knowing it to be contrary to any laws, ordinances,rules, regulations,
' or codes; the Contractor shall be responsible for and shall correct the violations thereof, and shall bear the
costs, expenses, and damages attributable to the failure to comply with the provisions of such laws,
ordinances, rules, regulations, or codes.
GC 10.3 PATENT FEES
10.3.1 The Contractor shall pay the royalties and patent licence fees required for the performance of the Contract.
The Contractor shall hold the Owner harmless from and against claims, demands, losses, costs, damages,
actions, suits, or proceedings arising out of the Contractor's performance of the Contract which are
' attributable to an infringement or an alleged infringement of a patent of invention by the Contractor or
anyone for whose acts the Contractor may be liable.
10.3.2 The Owner shall hold the Contractor harmless against claims, demands, losses, costs, damages, actions,
suits, or proceedings arising out of the Contractor's performance of the Contract which are attributable to
an infringement or an alleged infringement of a patent of invention in executing anything for the purpose
of the Contract, the model,plan, or design of which was supplied to the Contractor as part of the Contract
' Documents.
' GC 10.4 WORKERS' COMPENSATION
10.4.1 Prior to commencing the Work,Substantial Performance of the Work,and the issuance of the final certificate
' for payment, the Contractor shall provide evidence of compliance with workers' compensation legislation
at the Place of the Work, including payments due thereunder.
10.4.2 At any time during the term of the Contract, when requested by the Owner, the Contractor shall provide
' such evidence of compliance by the Contractor and Subcontractors.
' PART 11 INSURANCE—BONDS
GC 11.1 INSURANCE
11.1.1 Without restricting the generality of GC 12.1 - INDEMNIFICATION, the Contractor shall provide,
maintain, and pay for the insurance coverages specified in GC 11.1 - INSURANCE. Unless otherwise
' stipulated,the duration of each insurance policy shall be from the date of commencement of the Work until
the date of the final certificate for payment. Prior to commencement of the Work and upon the placement,
renewal,amendment,or extension of all or any part of the insurance,the Contractor shall promptly provide
' the Owner with confirmation of coverage and, if required, a certified true copy of the policies certified by
an authorized representative of the insurer together with copies of any amending endorsements.
.1 General Liability Insurance:
General liability insurance shall be in the joint names of the Contractor,the Owner,and the Consultant,
with limits of not less than $2,000,000 per occurrence and with a property damage deductible not
exceeding $2,500. The insurance coverage shall not be less than the insurance required by IBC Form
2100,or its equivalent replacement,provided that IBC Form 2100 shall contain the latest edition of the
relevant CCDC endorsement form. To achieve the desired limit, umbrella, or excess liability insurance
may be used. All liability coverage shall be maintained for completed operations hazards from the date
of Substantial Performance of the Work, as set out in the certificate of Substantial Performance of the
Work,on an ongoing basis for a period of 6 years following Substantial Performance of the Work. Where
the Contractor maintains a single,blanket policy,the addition of the Owner and the Consultant is limited
CCDC 2- 1994 File 00712 30
to liability arising out of the Project and all operations necessary or incidental thereto. The policy shall
be endorsed to provide the Owner with not less than 30 days notice in writing in advance of any
' cancellation, and of change or amendment restricting coverage.
.2 Automobile Liability Insurance:
' Automobile liability insurance in respect of licensed vehicles shall have limits of not less than$2,000,000
inclusive per occurrence for bodily injury,death,and damage to property,covering all licensed vehicles
owned or leased by the Contractor, and endorsed to provide the Owner with not less than 15 days notice
in writing in advance of any cancellation, change or amendment restricting coverage. Where the policy
has been issued pursuant to a government-operated automobile insurance system, the Contractor shall
provide the Owner with confirmation of automobile insurance coverage for all automobiles registered in
' the name of the Contractor.
.3 Aircraft and Watercraft Liability Insurance:
' Aircraft and watercraft liability insurance with respect to owned or non-owned aircraft and watercraft if
used directly or indirectly in the performance of the Work, including use of additional premises, shall be
subject to limits of not less than$2,000,000 inclusive per occurrence for bodily injury,death,and damage
to property including loss of use thereof and limits of not less than $2,000,000 for aircraft passenger
hazard. Such insurance shall be in a form acceptable to the Owner. The policies shall be endorsed to
provide the Owner with not less than 15 days notice in writing in advance of cancellation, change, or
' amendment restricting coverage.
.4 Property and Boiler and Machinery Insurance:
' (1) "All risks" property insurance shall be in the joint names of the Contractor, the Owner, and
the Consultant,insuring not less than the sum of the amount of the Contract Price and the full
value,as stated in the Supplementary Conditions,of Products that are specified to be provided
' by the Owner for incorporation into the Work, with a deductible not exceeding $2,500. The
insurance coverage shall not be less than the insurance required by IBC Form 4042 or its
equivalent replacement, provided that IBC Form 4042 shall contain the latest edition of the
' relevant CCDC endorsement form. The coverage shall be maintained continuously until 10
days after the date of the final certificate for payment.
' (2) Boiler and machinery insurance shall be in the joint names of the Contractor,the Owner,and
the Consultant for not less than the replacement value of the boilers, pressure vessels, and
other insurable objects forming part of the Work. The insurance provided shall not be less
than the insurance provided by the"Comprehensive Boiler and Machinery Form"and shall be
' maintained continuously from commencement of use or operation of the property insured and
until 10 days after the date of the final certificate for payment.
' (3) The policies shall allow for partial or total use or occupancy of the Work. If because of such
use or occupancy the Contractor is unable to provide coverage,the Contractor shall notify the
Owner in writing. Prior to such use or occupancy the Owner shall provide,maintain,and pay
for property and boiler insurance insuring the full value of the Work,as in sub-paragraphs(1)
' and (2), including coverage for such use or occupancy and shall provide the Contractor with
proof of such insurance. The Contractor shall refund to the Owner the unearned premiums
applicable to the Contractor's policies upon termination of coverage.
(4) The policies shall provide that, in the case of a loss or damage,payment shall be made to the
Owner and the Contractor as their respective interests may appear. The Contractor shall act
on behalf of the Owner for the purpose of adjusting the amount of such loss or damage
payment with the insurers. When the extent of the loss or damage is determined, the
Contractor shall proceed to restore the Work. Loss or damage shall not affect the rights and
obligations of either party under the Contract except that the Contractor shall be entitled to
CCDC 2- 1994 File 00712 31
such reasonable extension of Contract Time relative to the extent of the loss or damage as the
Consultant may recommend in consultation with the Contractor.
' (5) The Contractor shall be entitled to receive from the Owner, in addition to the amount due
under the Contract, the amount at which the Owner's interest in restoration of the Work has
been appraised, such amount to be paid as the restoration of the Work proceeds and as
provided in GC 5.2 - APPLICATIONS FOR PROGRESS PAYMENT and GC 5.3 -
PROGRESS PAYMENT. In addition the Contractor shall be entitled to receive from the
payments made by the insurer the amount of the Contractor's interest in the restoration of the
' Work.
(6) In the case of loss or damage to the Work arising from the work of another contractor, or
' Owner's own forces,the Owner,in accordance with the Owner's obligations under paragraph
3.2.2.4 of GC 3.2-CONSTRUCTION BY OWNER OR OTHER CONTRACTORS,shall pay
the Contractor the cost of restoring the Work as the restoration of the Work proceeds and as
provided in GC 5.2 - APPLICATIONS FOR PROGRESS PAYMENT and GC 5.3 -
PROGRESS PAYMENT.
.5 Contractors' Equipment Insurance:
"All risks"contractors' equipment insurance covering construction machinery and equipment used by the
Contractor for the performance of the Work,including boiler insurance on temporary boilers and pressure
vessels, shall be in a form acceptable to the Owner and shall not allow subrogation claims by the insurer
against the Owner. The policies shall be endorsed to provide the Owner with not less than 15 days notice
in writing in advance of cancellation,change,or amendment restricting coverage. Subject to satisfactory
proof of financial capability by the Contractor for self-insurance, the Owner agrees to waive the
equipment insurance requirement.
11.1.2 The Contractor shall be responsible for deductible amounts under the policies except where such amounts
may be excluded from the Contractor's responsibility by the terms of GC 9.1 -PROTECTION OF WORK
AND PROPERTY and GC 9.2 - DAMAGES AND MUTUAL RESPONSIBILITY.
11.1.3 Where the full insurable value of the Work is substantially less than the Contract Price, the Owner may
reduce the amount of insurance required or waive the course of construction insurance requirement.
' ILIA If the Contractor fails to provide or maintain insurance as required by the Contract Documents, then the
Owner shall have the right to provide and maintain such insurance and give evidence to the Contractor and
the Consultant. The Contractor shall pay the cost thereof to the Owner on demand or the Owner may
deduct the amount which is due or may become due to the Contractor.
' 11.1.5 All required insurance policies shall be with insurers licensed to underwrite insurance in the jurisdiction of
the Place of the Work.
' GC 11.2 BONDS
' 11.2.1 The Contractor shall, prior to commencement of the Work or within the specified time, provide to the
Owner any surety bonds required by the Contract.
11.2.2 Such bonds shall be issued by a duly licensed surety company authorized to transact a business of suretyship
in the province or territory of the Place of the Work and shall be maintained in good standing until the
fulfilment of the Contract. The form of such bonds shall be in accordance with the latest edition of the
CCDC approved bond forms.
CCDC 2- 1994 File 00712 32
' PART 12 INDEMNIFICATION —WAIVER—WARRANTY
' GC 12.1 INDEMNIFICATION
12.1.1 The Contractor shall`indemnify and hold harmless the Owner and the Consultant, their agents and
' employees from and against claims, demands, losses, costs, damages, actions, suits, or proceedings
(hereinafter called "claims"), by third parties that arise out of, or are attributable to, the Contractor's
performance of the Contract provided such claims are:
' .1 attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible
property, and
' .2 caused by negligent acts or omissions of the Contractor or anyone for whose acts the Contractor may
be liable, and
.3 made in writing within a period of 6 years from the date of Substantial Performance of the Work as
set out in the certificate of Substantial Performance of the Work, or within such shorter period as may
be prescribed by any limitation statute of the province or territory of the Place of the Work.
' The Owner expressly waives the right to indemnity for claims other than those stated above.
12"1*2 The obligation of the Contractor to indemnify hereunder shall be limited to$2,000,000 per occurrence from
the commencement of the Work until Substantial Performance of the Work and thereafter to an aggregate
limit of$2,000,000.
12.1.3 The Owner shall indemnify and hold harmless the Contractor, the Contractor's agents and employees from
and against claims, demands, losses, costs, damages, actions, suits, or proceedings arising out of the
Contractor's performance of the Contract which are attributable to a lack of or defect in title or an alleged
' lack of or defect in title to the Place of the Work.
12.1.4 GC 12.1 - INDEMNIFICATION shall govern over the provisions of paragraph 1.3.1 of GC 1.3 -RIGHTS
AND REMEDIES or GC 9.2 - DAMAGES AND MUTUAL RESPONSIBILITY.
GC 12.2 WAIVER OF CLAIMS
12.2.1 Waiver of Claims by Owner
As of the date of the final certificate for payment, the Owner expressly waives and releases the Contractor
from all claims against the Contractor including without limitation those that might arise from the
negligence or breach of contract by the Contractor except one or more of the following:
' .1 those made in writing prior to the date of the final certificate for payment and still unsettled;
.2 those arising from the provisions of GC 12.1 - INDEMNIFICATION or GC 12.3 - WARRANTY;
' .3 those arising from the provisions of paragraph 9.3.5 of GC 9.3 - TOXIC AND HAZARDOUS
SUBSTANCES AND MATERIALS and those arising from the Contractor bringing or introducing any
toxic or hazardous substances and materials to the Place of the Work after the Contractor commences
the Work.
In the Common Law provinces GC 12.2.1.4 shall read as follows:
.4 those made in writing within a period of 6 years from the date of Substantial Performance of the Work,
as set out in the certificate of Substantial Performance of the Work, or within such shorter period as
CCDC 2- 1994 File 00712 33
' may be prescribed by any limitation statute of the province or territory of the Place of the Work and
those arising from any liability of the Contractor for damages resulting from the Contractor's
' performance of the Contract with respect to substantial defects or deficiencies in the Work for which
the Contractor is proven responsible.
As used herein"substantial defects or deficiencies"means those defects or deficiencies in the Work which
' affect the Work to such an extent or in such a manner that a significant part or the whole of the Work is
unfit for the purpose intended by the Contract Documents.
' In the Province of Quebec GC 12.2.1.4 shall read as follows:
' .4 those arising under the provisions of Article 2118 of the Civil Code of Quebec.
12.2.2 Waiver of Claims by Contractor
' As of the date of the final certificate for payment, the Contractor expressly waives and releases the Owner
from all claims against the Owner including without limitation those that might arise from the negligence
or breach of contract by the Owner except:
A those made in writing prior to the Contractor's application for final payment and still unsettled; and
.2 those arising from the provisions of GC 9.3 - TOXIC AND HAZARDOUS SUBSTANCES AND
MATERIALS or GC 10.3 -PATENT FEES.
12.2.3 GC 12.2-WAIVER OF CLAIMS shall govern over the provisions of paragraph 1.3.1 of GC 1.3-RIGHTS
AND REMEDIES or GC 9.2- DAMAGES AND MUTUAL RESPONSIBILITY.
GC 12.3 WARRANTY
' 12.3.1 The warranty period with regard to the Contract is one year from the date of Substantial Performance of
the Work or those periods specified in the Contract Documents for certain portions of the Work or Products.
' 12.3.2 The Contractor shall be responsible for the proper performance of the Work to the extent that the design
and Contract Documents permit such performance.
12.3.3 Except for the provisions of paragraph 12.3.6'and subject to paragraph 12.3.2, the Contractor shall correct
promptly,at the Contractor's expense,defects or deficiencies in the Work which appear prior to and during
the warranty periods specified in the Contract Documents.
' 12.3.4 The Owner,through the Consultant,shall promptly give the Contractor notice in writing of observed defects
and deficiencies that occur during the warranty period.
' 12.3.5 The Contractor shall correct or pay for damage resulting from corrections made under the requirements of
paragraph 12.3.3.
12.16 The Contractor shall be responsible for obtaining Product warranties in excess of one year on behalf of the
' Owner from the manufacturer. These Product warranties shall be issued by the manufacturer to the benefit
of the Owner.
i
CCDC 2- 1994 Fite 00712 34
1
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rCanadian construction documents committee
The Canadian Construction Documents Committee is a joint committee composed of representatives appointed by:
rThe Association of Consulting Engineers of Canada
The Canadian Construction Association
The Canadian Council of Professional Engineers
The Committee of Canadian Architectural Councils
Construction Specifications Canada
rCommittee policy and procedures are directed and approved by the constituent organizations.
This document has been endorsed by each of the above organizations.
rEnquiries should be directed to:
I
' The Secretary,
Canadian Construction Documents Committee,
85 Albert Street
rOttawa, Ontario, Canada KIP 6A4
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ADDENDUM NO. 3
SECTION 00900
r Page 1
r CORPORATION OF THE MUNICIPALITY OF CLARINGTON
HAMPTON WORKS DEPOT, HAMPTON, ONTARIO
CONTRACT NO. CL95-28
ADDENDUM NO. 3
June 13, 1995.
1.0 This Addendum revises and becomes part of the Tender Documents including Addendum No.
2 dated June 13, 1995, Addendum No. 1 dated June 9, 1995, and Drawings and
Specifications dated May 1995, prepared by Totten Sims Hubicki Associates. All costs to be
included in the Stipulated Price on the Tender Form.
' 2.0 REVISIONS TO SPECIFICATIONS
.1 Section 00300, Form of Tender
1 Item 7.0 Tender Deposit
Revise "Bid Bond" to "Certified Cheque".
r
Totten Sims Hubicki Associates
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rEnd of Addendum No. 3
1
1
• 1
ADDENDUM NO. 2
SECTION 00900
Page 1
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
HAMPTON WORKS DEPOT, HAMPTON, ONTARIO
CONTRACT NO. CL95-28
ADDENDUM NO. 2 June 13, 1995
1.0 This Addendum revises and becomes part of the Tender Documents including Addendum No.
1 dated June 9, 1995, and Drawings and Specifications dated May 1995, prepared by Totten
Sims Hubicki Associates. All costs to be included in the Stipulated Price on the Tender
Form.
2.0 REVISIONS TO ADDENDUM NO. 1
1 Item 2.1.2, Tender Deposit
Revise "Item 2.0 Tender Deposit" to "Item 21.0 Tender Deposit".
3.0 REVISIONS TO SPECIFICATIONS
' 1 Section 00100, Instructions to Bidders
A Item 6.0 Contract Documents
I
Canadian Standard Construction Document (CCDC) 2, 1982 is revised to the 1994
edition.
.2 Item 20.0 Permits and Fees
Revise as follows:
' "Refer to CCDC 2, 1994 - GC 10.2".
.3 Item 22.0 Performance Bond, Item 23.0 Labour and Materials Payment Bond
Revise Contract references to "GC 11.2".
.2 Section 00300, Form of Tender
1 Item 4.0
' Revise (CCDC) 2, 1982 to 1994 edition.
.3 Section 00700 General Conditions
tRevise CCDC 2 1982 to 1994 edition.
ADDENDUM NO. 2
SECTION 00900
' Page 2
1 .4 Section 00800 Supplementary Conditions
.1 Item 1.0 General
Revise (CCDC) 2, 1982 to 1994 edition.
.2 Item 2.0 Article A-4, Payment
Revise "Article A-4, Payment", to "Article A-5, Payment".
Revise references to "Paragraph (c)", to "Paragraph 5.3.1".
.3 Item 3.0 Definitions, Total Performance of the Work
' This Item is deleted in CCDC (2) 1994.
.4 Item 4.0 GC 1 Documents
Revise "GC 1 Documents" to "GC 1.1 Contract Documents".
rRevise "Add to 1.6 (a):" to "Add to 1.1.9".
Delete "Add to 1.6(c): and Schedules ... Drawings."
Delete "Delete Article 1.7 ... Contractor's expense."
Revise "Add new Article: "1.11 ... Consultant." to
"Add new Article: "2.2.15 ... Consultant"".
.5 Item 5.0 GC 2 Additional Instructions
I
This Item is deleted in CCDC (2) 1994.
.6 Item 6.0 GC 7 Disputes
Item is replaced by Part 8 Dispute Resolution of the CCDC (2) 1994.
.7 Item 7.0 GC 12 Valuation and Certification of Changes of Work
Item is replaced by "Part 6 Changes in the Work" of CCDC (2) 1994.
.8 Item 8.0 GC 13 Applications for Payment
Revise "GC 13 Applications for Payment" to "GC 5.2 Applications for Progress
Payment".
.9 Item 9.0 GC 14 Certificates and Payment
Delete this Item.
' ADDENDUM NO. 2
SECTION 00900
Page 3
10 Item 10, Laws, Notices, Permits and Fees
Delete this Item.
A I Item 11.0 GC 20 Insurance
Revise "GC 20 Insurance" to "GC 11.1 Insurance".
Revise references to ara rah 20. 1 to "paragraph 11.1.1".
P g P g P
.5 Section 01020 Allowances
Revise "GC 36" to "GC 4.2".
.6 Section 01300 Submittals
Revise "GC 34" to "GC 3.11".
.7 Section 01770 Take-Over Procedures
Replace. references to "GC 13" and "GC 14" to "Part 5 Payment".
Totten Sims Hubicki Associates
1
End of Addendum No. 2
I
ADDENDUM NO. 1
SECTION 00900
Page 1
j CORPORATION OF THE MUNICIPALITY OF CLARINGTON
HAMPTON WORKS DEPOT, HAMPTON, ONTARIO
CONTRACT NO. CL95-28
ADDENDUM NO. 1 June 9, 1995
1.0 This Addendum revises and becomes part of the Tender Documents including Drawings and
Specifications dated May 1995, prepared by Totten Sims Hubicki Associates. All costs to be
included in the Stipulated Price on the Tender Form.
2.0 REVISIONS TO SPECIFICATIONS
1 Section 00100, Instructions to Bidders
l Item 1.0 Tender Solicitation, Item 8.0 Addenda
Add the following: "The Contractor shall ensure that all Addenda issued
during the tendering period are attached as part of the submitted bid. Failure
to do so will result in disqualification of the bid."
.2 Item 2.0 Tender Deposit
Replace the item with the following:
All tenders shall be accompanied by a certified cheque in the minimum
amount defined below, made payable to the Owner, as a guarantee for the
execution of the Contract.
' Total Tender Amountu
Deposit.Rezluired
$20,000 or less $500.00
20,000.01 to 50,000.00 1,000.00
50,000.01 to 100,000.00 2,000.00
100,000.01 to 250,000.00 9,000.00
250,000.01 to 500,000.00 19,000.00
500,000.01 to 1,000,000.00 40,000.00
1 1,000,000.01 to 2,000,000.00 75,000.00
2,000,000.01 and over 150,000.00
All deposits will be returned within ten days after the Tenders have been
opened except those which the Owner elects to retain until the successful
tenderer has executed the Contract Document.
The retained tender deposits will be returned when the successful Tenderer has
fully complied with the conditions outlined in the Contract Documents.
ADDENDUM NO. 1
SECTION 00900
Page 2
.3 Item 22.0 Performance Bond, Item 23.0 Labour and Materials Payment Bond
The amounts of each bond are revised to 100% of the total tender amount, that is the
total stipulated price plus the applicable Goods and Services Tax (GST).
.4 Item 24.0 Acceptance of Tender
The last sentence of the Item is revised as follows:
"The tender shall be valid ... for a period of thirty (30) days inclusive from the date
of closing of tenders."
■ .2 Section 00300, Form of Tender
1 Insert "N.I.C." (Not in Contract) on line for "Electrical" and "Subcontract Price $"
below, on Page 7 of the Form of Tender.
3.0 REVISIONS TO DRAWINGS
Drawing M2 Proposed Floor Plans - Mechanical
1 To the ground floor plan at each of the notes pertaining to "Acutherm Thermafuser" add
the following: "Supplied by `EMDEE Air Tech', Mississauga, Ontario."
.2 The 37 waste pipe indicated in corridor ceiling space 105 shall be changed in size to read
75 mm; and the note at the east end of run shall be changed to read: "37 waste from sink
above".
.3 On the second floor./kitchenette 206, delete all reference to the requirement for a `Zoeller
water box with submersible pump', and adjust the note from the sink waste to pump to
read "37 waste down to drain in ceiling space below".
.4 To the sanitary vent through roof, add note to indicate 75 mm size.
Drawing M3 Specifications and Details - Mechanical
1 Regarding duct insulation- insulation applies to existing, relocated and new duct work.
Drawing E2 New Electrical Plans
1 On the second floor/kitchenette 206, delete reference to disconnect/circuit B20, including
associated conduit, wire, etc.
.2 Panel designation "B", delete reference to circuit B20, breaker watts, also delete "below
counter pump".
Note: Electrical drawings are provided for reference only.
Electrical work does not form part of the Contract.
Totten Sims Hubicki Associates
' End of Addendum No. 1
TABLE OF CONTENTS
SECTION 00010
Page 1
SPECIFICATION FOR: CORPORATION OF THE MUNICIPALITY OF CLARINGTON
HAMPTON WORKS DEPOT -RENOVATIONS
HAMPTON, ONTARIO
CONTRACT NO. CL95-28
DIVISION 0
00010 Table of Contents
00100 Instructions to Bidders
00300 Form of Tender
00700 General Conditions
00800 Supplementary Conditions
00850 List of Drawings
DIVISION 1 - GENERAL REQUIREMENTS
01010 Summary of Work
01020 Allowances
01040 Coordination
01200 Project Meetings
01300 Submittals
01400 Quality Control
01500 Construction Facilities and Temporary Controls
01650 Commissioning
01700 Contract Closeout
01770 Take-Over Procedures
1 DIVISION 2 - SITEWORK
2A Demolition
2B Earthwork
DIVISION 3 - CONCRETE
3A Concrete
3B Concrete Finishes
DIVISION 4 - MASONRY
4A Masonry
DIVISION 5 -METALS
5A Structural Steel
5B Metal Fabrications
DIVISION 6 - WOOD AND PLASTICS
6A Rough Carpentry
6B Finish Carpentry
TABLE OF CONTENTS
SECTION 00010
Page 2
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
7A Firestopping
713 Preformed Metal Cladding System
1 7C Metal Flashings and Trim
7D Sealants
7E Insulation
DIVISION 8 - DOORS AND WINDOWS
8A Metal Doors, Frames and Screens
8B Wood Doors
8C Aluminum Windows
8D Glazing
8E Coiling Shutter
8F Finish Hardware
- Door and Frame Schedule
DIVISION 9 - FINISHES
9A Gypsumboard
913 Acoustic Ceilings
9C Resilient Flooring
9D Carpeting
9E Painting
Room Finish Schedule
' DIVISION 10 - SPECIALTIES
10A Miscellaneous Specialties
DIVISIONS 11 - 14
- Not used for this Project
DIVISION 15 - MECHANICAL (Refer to Drawings)
DIVISION 16 - ELECTRICAL (Refer to Drawings)
Note: Electrical work is shown for information only and does not form part of this
Contract.
End of Section 00010
INSTRUCTIONS TO BIDDERS
SECTION 00100
Page 1
1.0 TENDER SOLICITATION
Tenders are invited under seal on the Tender Form for the work described in the Tender
Documents listed hereunder:
Instructions to Bidders
Tender Form complete with: Surety
Attachments
Specified Appendices
2.0 PROJECT IDENTIFICATION
' Project: Hampton Works Depot- Renovations
Owner: Corporation of the Municipality of Clarington
3.0 CONSULTANT
Consultant: Totten Sims Hubicki Associates Ltd.
513 Division Street
COBOURG, Ontario. K9A 4W4
tTelephone: (905) 372-2121
Fax: (905) 372-3621
4.0 QUESTIONS DURING BIDDING
Direct enquiries regarding terms and conditions, tendering process, format of response and
Contract Documents to the Consultant.
Attention: Mr. Ted Wilson, OAA
5.0 QUALIFICATIONS
Bidders submitting Tenders, shall have proven experience and performance in the type of
work required by the documents and shall be able to furnish evidence of work of a similar
nature performed by them. Complete Bidder's Qualification Statement on the Form of
Tender.
The Owner reserves the right to reject Tenders received from parties who cannot show a
reasonable acquaintance with, and preparation for, the proper performance of the class of
work called for by the Documents. Satisfactory evidence of such experience and performance
must be furnished by the Bidders when requested to do so.
6.0 CONTRACT DOCUMENTS
1 The Contract Documents consist of:
Canadian Standard Construction Document (CCDC 2) 1982;
INSTRUCTIONS TO BIDDERS
SECTION 00100
Page 2
Agreement between Owner and Contractor
• General Conditions of the stipulated price contract
Tender Form;
Supplementary General Conditions;
Schedules included in the Specifications;
Specifications;
Construction Drawings;
Detail drawings included in the Specifications; and
Addenda issued prior to Tender closing.
7.0 DOCUMENT EXAMINATION
Bidders shall consult all the Contract Documents prior to submitting a tender price for the
work of this Contract.
Bidders finding discrepancies or omissions, or items that require clarification in the Contract
' Documents shall notify the Consultant who will issue written instructions to all Bidders.
8.0 ADDENDA
1 Bidders may be advised by addenda during the bidding period of any changes required to the
bidding documents. All such changes shall be included in the stipulated price and shall
become part of the Contract Documents.
Bidders shall insert, in the space provided in the Form of Tender, the number and date of the
last addenda received. If no addenda have been received, insert the word "None" in the space
provided.
Neither the Owner nor Consultant will be responsible for oral instructions.
9.0 SITE EXAMINATION
Prior to tender price submission, Bidders shall carefully examine the site of the work and its
surroundings, and fully inform themselves of all existing conditions and limitations and
include in their stipulated price a sum to cover the cost of all items contemplated in the
Contract. No allowance will be made subsequently in this connection on behalf of the
Contractor for any error or negligence on his part.
' Additional work required for the proper performance of the Contract not expressly stipulated
in the Contract Documents but necessitated by site conditions discernible through site
inspection shall not qualify for extra payment.
Note sources of all required services.
INSTRUCTIONS TO BIDDERS
SECTION 00100
Page 3
10.0 TENDER DOCUMENTS
Tender Documents for bidding purposes will be issued as tender sets to Contractors only.
may Eligible y le Bidders obtain Tender Documents from the Consultant on payment of a
non-refundable fee, in the form of a certified cheque, made payable to Totten Sims Hubicki
Associates in the amount of$40.00 per set, or cash per set of documents.
Bidders shall be responsible for the distribution of all documents and addenda thereto, to their
Subcontractors.
11.0 VIEWING
' Documents are on display at the offices of the Consultant.
12.0 TENDER DELIVERY
Tenders for the Hampton Works Depot - Renovations, Bowmanville, in accordance with the
Contract Documents, will be received by the Corporation of the Municipality of Clarington,
Office of the Clerk, 40 Temperance Street, Bowmanville, Ontario L1C 3A6.
Tenders shall be delivered not later than:
2:00 p.m., Local Time, Wednesday, June 14, 1995
The Owner is not responsible for any tenders which may be delayed or lost as a result of
having been sent by mail, courier, or any other method, and responsibility for delivering
tender rests solely with the Bidder.
Tenders shall be submitted in the opaque envelope provided with each set of tender
documents, and sealed bearing the name of the Tenderer. The envelope references the project
1 as "Tender CL95-28 Hampton Works Depot- Renovations".
A Tender may be withdrawn or amended if withdrawal occurs or the amendment is included
with the submission prior to time of Tender Closing.
13.0 TENDER FORM
Tenders shall be submitted on the form provided without deletions, erasures or alterations.
No oral, telephone, telecopier or telegraphic proposals will be considered.
Bidders shall fill in all blanks in the Tender Form and appendices as specified and instructed.
Incomplete Tender Documents may be rejected.
Tender must not be qualified by any conditions other than conditions on the Tender Form or
in this Specification, and shall contain no recapitulation of work to be done except as noted in
the Tender Documents.
The tender shall be for a stipulated price without escalator clauses or other stipulations.
INSTRUCTIONS TO BIDDERS
SECTION 00100
Page 4
The tender shall be signed under seal. Incorporated companies shall affix their corporate seal
under the hand of their duly authorized officers.
14.0 DISQUALIFICATION
Tenders received after the specified closing time will be disqualified, and returned unopened
and not considered for award.
Upon presentation of evidence of collusion, intent to defraud, or other illegal practices on the
part of the Bidder, the respective tender will be disqualified whether unopened or not.
15.0 BASE BID
Contractors shall base their tenders on the materials, methods, firms and equipment named in
the Specifications. No deviation from the specified materials, methods, firms or equipment
will be allowed without written approval of the Consultant. The stipulated sum must be based
on materials and equipment specified.
Each Contractor is fully responsible for including in the respective Tender all work of the
Mechanical and Electrical the Subcontractors.
16.0 PRICES
Bidders shall note on the Tender Form, prices for the cost of work and material listed
1 thereon.
Include percentage fees to be added to the cost of work for changes to the contract not
covered by unit prices on the Tender Form. These percentages will be included in the
agreement between Owner and Contractor.
1 17.0 LIST OF SUBCONTRACTORS
Bidders shall note on the Tender Form, names of all Subcontractors the Bidder proposes to
include in the contract.
18.0 PROJECT SCHEDULE
The Bidder shall submit, within 48 hours of being requested, a bar schedule indicating
proposed completion dates for the major sections of the work. If such scheduling indicates
that the work cannot be completed by the projected date, a schedule which, in the opinion of
the Contractor, is realistic, must be submitted. Scheduling and tender shall include for all
temporary dust screens and staging of work as required by the Specifications.
The Tender Price shall be based on completion of the work in accordance with this
preliminary schedule.
The Bidder is responsible for ensuring that all Subcontractors and suppliers are cognizant of
these requirements.
INSTRUCTIONS TO BIDDERS
SECTION 00100
i Page 5
19.0 CASH ALLOWANCES
Refer to Section 01020 - Allowances.
20.0 PERMITS AND FEES
Refer to CCDC 2, 1982 - GC16 and Section 00800 - Supplementary Conditions.
21.0 TENDER DEPOSIT
The Tender shall be accompanied by a Tender Deposit in the form of a Bid Bond, payable to
the order of Corporation of the Municipality of Clarington, equal to 6% of the estimated cost
to the nearest $10,000.00.
The form of Bid Bond shall be the latest edition of CCDC Form 220, and in accordance with
GC23 of the General Conditions.
The Tender Deposit will be forfeited to the Owner if the successful Bidder fails to execute a
Contract within ten (10) working days of presentation for execution of the Contract or is
unable to provide the required Performance and/or Labour and Materials Payment Bond.
22.0 PERFORMANCE BOND
A Performance Bond in the amount of 50% of the stipulated price is required, the cost of
which shall be included in the stipulated price. This bond shall be in accordance with Article
GC23 of the General Conditions of the Contract.
Bond shall remain in force until expiration of the warranty period specified in the General
Conditions of the Contract.
Submit an Agreement to bond with Form of Tender in the form of a letter from a Surety
Company, committing themselves to bond the Bidder to the Owner.
23.0 LABOUR AND MATERIAL PAYMENT BOND
A Labour and Material Payment Bond in the amount of 50% of the stipulated price is
required, the cost of which shall be included in the stipulated price. This bond shall be in
accordance with Article GC23 of the General Conditions of the Contract, and shall be the
latest edition of CCDC Form 221.
Submit an Agreement to Bond with Form of Tender in the form of a letter from a Surety
Company, committing themselves to bond the Bidder to the Owner.
24.0 ACCEPTANCE OF TENDER
The Owner reserves the right to reject any or all tenders and the lowest or any tender will not
necessarily be accepted.
The Owner also reserves the right to waive any qualification or deficiency in any tender
including any failure to fully complete the Tender Form. Without restricting the generality of
the foregoing, the Owner in considering tenders may take into account not only the stipulated
price for the base bid but also separate or alternative prices requested and substitutions
proposed by the Bidder.
INSTRUCTIONS TO BIDDERS
SECTION 00100
Page 6
The Tender shall be valid and subject to acceptance by the Owner, and no adjustment shall be
made to the tendered amount, for a period of sixty (60) days inclusive from the date of
closing of Tenders.
25.0 EXECUTION OF CONTRACT
The successful Bidder shall be required to execute a Contract within ten(10) working days
after presentation of the contract for execution.
26.0 DEFINITIONS
Wherever the words "approve", "as directed", "approved as alternate" or similar words or
phrases are used in the Specification they are to be understood, unless the context otherwise
provides, to mean that the material or item referred to must be"approved by", "satisfactory
to", "as directed by" or "approved as alternate" by the Consultant.
For purposes of tendering, materials and/or items will not be accepted as "approved as
alternate" unless such approval has been given in writing by addendum prior to tender closing
date.
27.0 INTENT
The intent, extent and degree of construction is shown on the drawings and the absence of any
detail on any of the drawings or in the Specifications will not relieve the Contractor from
complete and satisfactory performance of the Contract, and the Contractor shall not be entitled
to extra compensation for any omission in the drawings and Specifications, providing the
work is called for in one or the other.
The specifications are divided into sections for convenience. They shall be read as a whole.
This division places no responsibility upon the Owner or Consultant to settle disputes between
Subcontractors or between the Contractor and Subcontractors.
28.0 GOODS AND SERVICES TAX
The Total Stipulated price shall be calculated exclusive of Goods and Services Tax (GST).
Calculation of applicable Goods and Services Tax (GST) shall be based on the Total
Stipulated Price, including all allowances.
The applicable amount of GST shall be entered on the specified line of the Tender Form, as
an amount separate from, and in addition to the Stipulated Price.
i
I
End of Section 00100
FORM OF TENDER
' SECTION 00300
Page 1
1.0 TENDER FOR: HAMPTON WORKS DEPOT RENOVATIONS
BOWMANVILLE, ONTARIO
2.0 SUBMITTED TO: Hampton Works Depot - Renovations
c/o Corporation of the Municipality of Clarington
Office of the Clerk
40 Temperance Street
BOWMANVILLE, Ontario L1C 3A6
3.0 SUBMITTED BY:
[Name of Company]
[Address]
[Telephone] [Fax]
4.0 I/We, the undersigned, having carefully examined the Project Site and the following which
constitute the Schedule of Tender Documents:
Instructions to Bidders
Canadian Standard Construction Document (CCDC) 2, 1982;
Form of Agreement between Owner and Contractor
The General Conditions of the Stipulated Price Contract
Supplementary General Conditions
Schedules included in the Specifications
Specifications
Construction Drawings as noted in the List of Drawings in Section 00850 of the
Specifications
Addenda up to and including Addendum
No. Dated
[insert number of last Addendum received]
Hereby offer to furnish labour, tools, plant, services and materials including applicable taxes
and duties in force at the time of Tender submission required to complete the above project in
accordance with the requirements of the Tender Documents for the Total Stipulated Price of
and /100
Dollars [$ 1
in lawful money of Canada if awarded a Contract on acceptance of this Tender within sixty
(60) days from the time set for the Tender submission.
FORM OF TENDER
SECTION 00300
Page 2
And also agree that the above Total Stipulated Price includes all Allowances in the amount of:
as required by the Tender Documents.
And also agree that this Tender shall remain open for acceptance for the said time whether
any other tender has previously been accepted or not.
And also agree that in submitting this Tender, Uwe recognize the Owner's right to accept any
Tender or Tender prices submitted or to reject all Tenders.
And also agree that the Contract Sum will be based on the Tender Price, adjusted on the basis
of the Owner's acceptance or rejection of proposed substitutions submitted with the Tender.
And also agree that the awarding of a Contract, based on this Tender, shall constitute an
acceptance of this Tender or such portion thereof as contained in the award, as soon as a
letter of notification of award of the Contract thereof is posted or telegram,
telecommunication, etc. handed to the Bidder.
And also agree to execute the Agreement Contract, within Ten (10) working days after
1 presentation of the Contract for execution, by the Owner or by anyone acting on behalf of the
Owner.
5.0 GOODS AND SERVICES TAX (GST)
GST shall be calculated as 7% of the Total Stipulated Price. This amount shall not be
included in the Stipulated Price. the amount of GST payable is listed for the Owners
information.
GST: $
' 6.0 COMPLETION OF THE WORK OF THIS CONTRACT
The Bidder agrees to substantially perform the Work of this Contract to the requirements of
the Contract Documents within weeks of Award of Contract.
7.0 TENDER DEPOSIT
Attached to this Tender is a Bid Bond in the amount of
Dollars.
8.0 CONTRACTOR'S FEES
The Bidder shall state in the space provided, the fees he will charge for additions to the work
not covered by Unit Prices:
[a] On his own work
% Overhead plus % Profit
r .
FORM OF TENDER
SECTION 00300
Page 3
[b] On Subcontractor's work
% for Overhead and Profit
Subcontractors' fees on their own work shall match Contractor's fees in item [a].
' 9.0 SUBCONTRACTORS
The undersigned agrees to submit Appendix A of the Form of Tender, PROPOSED
SUBCONTRACTORS, to the Consultant at the time of tender closing.
10.0 UNIT PRICES
The undersigned agrees, if requested, to submit Appendix B of the Form of Tender, UNIT
PRICES, to the Consultant before 3:00 p.m. of the day following tender closing.
r11.0 ITEMIZED PRICES
The undersigned agrees, if requested, to submit Appendix C of the Form of Tender, Itemized
Prices, to the Consultant before 3:00 p.m. of the day following the tender closing.
' 12.0 BIDDER'S QUALIFICATION STATEMENT
The following is a list of a minimum of three projects similar in type and/or scope to the
project for which this tender is submitted.
Year Description of Contract For Whom Work Performed Value
i
1
r
Bidders, on request, may be required to furnish information as to their experience, capacity
' and financial resources.
The following is a list of a minimum of three references.
Contact Person Company Telephone
I
FORM OF TENDER
SECTION 00300
Page 4
13.0 PROPOSED SUBSTITUTIONS
The following are proposed substitutions for the Owner's consideration. I/we understand that
the Owner will not necessarily accept substitutions. I/we ensure that a comparison has been
made of all specified characteristics, that the proposed substitution does not alter the intent of
the Drawings and Specifications and that any adjustments to work with which it is
incorporated are the responsibility of the Contractor. Proposed substitutions ARE NOT
included in the Stipulated Price.
For:
Substitute:
Extra or Credit:
(delete one)
For:
Substitute:
Extra or Credit:
(delete one)
For:
Substitute:
Extra or Credit:
(delete one)
FORM OF TENDER
SECTION 00300
Page 5
14.0 SIGNATURE OF BIDDER
' Signature
' Title
Signature
Seal Title
Name of Company Date
�I
FORM OF TENDER
' SECTION 00300
Page 6
APPENDIX "A"
' PROPOSED SUBCONTRACTORS
' I/We list the names of Subcontractors I/we propose to employ for portions of the Work
designated below.
Demolition
Earthwork
r
Concrete and Concrete Finishes
Masonry
Structural Steel
Metal Fabrications
I
Preformed Metal Cladding System
Rough Carpentry
Finish Carpentry
Building Insulation
Sealants
' Metal Doors, Frames and Screens
Wood Doors
' Aluminum Windows
' Glazing
Gypsum Board
' Acoustic Ceilings
Resilient Flooring
Carpeting
Painting
. , Miscellaneous Specialties
FORM OF TENDER
' SECTION 00300
Page 7
Mechanical
Subcontract Price $
Electrical
Subcontract Price $
FORM OF TENDER
SECTION 00300
Page 8
APPENDIX "B"
UNIT PRICES
' I/We agree that the following unit prices shall form the basis for adjustment of the Contract
g g P J
Price on account of changes in the Work. The prices stated shall be for material in place and
include charges for labour, materials, applicable taxes, overhead and profit charges. Unit
prices ARE NOT included in the Stipulated Price.
ITEM DEDUCTION ADDITION
Footing Concrete, 25 MPa, placed
(excluding formwork)
per cu. in $ $
Formwork for Footings
per lin. in $ $
FORM OF TENDER
' SECTION 00300
Page 9
APPENDIX "C"
ITEMIZED PRICES
The following are itemized prices for the work described for the Owner's information. Such
' work and amounts ARE included in the Stipulated Price.
Description of Itemized Work Itemized Price Amount $
1 Supply and installation of
preformed metal cladding system $
1
1
r
r
End of Section 00300
GENERAL CONDITIONS
SECTION 00700
Page 1
1.0 GENERAL
Work will be performed under one Contract; the Contract will be in the form of the
Agreement, Definitions and General Conditions of the Stipulated Price Contract, Canadian
Standard Construction Document CCDC-2 1982, except as amended by Supplementary
Conditions Section 00800.
End of Section 00700
t -
SUPPLEMENTARY CONDITIONS
SECTION 00800
Page 1
1.0 GENERAL
The following conditions supplement or amend the General Conditions of the Standard
Construction Document CCDC 2, 1982 Edition of the Stipulated price Contract incorporating
Agreement between Owner and Contractor, Definitions, and The General Conditions.
' 2.0 ARTICLE A4, PAYMENT
Insert the following in paragraph (c):
"The interest rate for unpaid amounts shall be the Bank of Canada lending rate at Contract
signing plus 2%."
3.0 DEFINITIONS, TOTAL PERFORMANCE OF THE WORK
Delete and substitute the following:
Total Performance of the work means when, except for those items arising from the
provisions of GC24 Warranty, the price of the completion, correction of a known defect or
last supply is not more than the lesser of; one per cent of the contract amount or $1,000.
4.0 GC 1 DOCUMENTS
Add to 1.6(a):
' "Notes shall govern over graphic indications."
' Add to 1.6(c):
"and schedules. Schedules shall govern over Drawings."
Delete article 1.7 and insert the following:
1.7 The Consultant will issue to the Contractor:
' 10 sets of drawings and specifications upon which the Contract is based.
2 sets of drawings for record drawing purposes.
• additional copies of drawings and specifications will be issued to the
Contractor at the Contractor's expense."
Add new article:
"1.11 The Contractor shall carefully study drawings, specifications and other instructions,
and shall notify the Consultant of any discrepancies, omissions or errors, and request
clarification and/or instruction. If any of the above are noticed during construction,
work shall stop on the portion of the Work affected until clarification and/or
instruction to proceed has been obtained from the Consultant."
SUPPLEMENTARY CONDITIONS
' SECTION 00800
Page 2
' 5.0 GC 2 ADDITIONAL INSTRUCTIONS
Amend GC 2 by adding the following articles:
"2.4 Where services are shown diagrammatically on the drawings, the Contractor shall
coordinate the work so shown and avoid interference between trades.
2.5 Location of undimensioned fixtures, outlets, conduit, piping, etc. shown orspecified
but not dimensioned shall be considered approximate. The actual location shall be as
' directed by the Consultant on site to suite job conditions."
6.0 GC 7 DISPUTES
7.5 Delete and substitute the following:
"Parties to this Contract, in the first instance shall submit disputes to arbitration in accordance
with the provisions of the Arbitration Act of the Place of Work."
7.6 Delete.
7.0 GC 12 VALUATION AND CERTIFICATION OF CHANGES OF WORK
Add to 12.1:
"The percentage fee shall be as stated by the Contractor on the Form of Tender."
Add new article:
12.7 In computing accounts for extras and credits, all credits shall be deducted from the
total sum of the extras before charges for overhead and profit are added."
' 8.0 GC 13 APPLICATIONS FOR PAYMENT
Add new article:
' 13.7 Second and subsequent applications for payment shall be accompanied by a duly
signed Statutory Declaration on CCA Form 9A."
9.0 GC 14 CERTIFICATES AND PAYMENT
Article 14.1: change [10] to read [7].
Article 14.2: change [5] to read [21].
Article 14.7: Amended to be in accordance with 14.2 regarding payment procedure.
SUPPLEMENTARY CONDITIONS
' SECTION 00800
Page 3
' 10. LAWS, NOTICES, PERMITS AND FEES
' Revise paragraph 16.2:
"The Owner shall arrange and pay for the building permit."
11.0 GC 20 INSURANCE
' Add to paragraph 20.1:
"Contractor shall be required to pay any deductible amounts in connection with all insurance
policies." The Contractor's policy shall have the following as additional insured: The
Corporation of the Municipality of Clarington and Totten Sims Hubicki Associates (1991)
Limited.
1
End of Section 00800
LIST OF DRAWINGS
' SECTION 00850
Page 1
The following drawings are part of the Contract Documents:
Architectural and Structural
Al Plans
A2 Framing Plans
A3 Sections and Details
' A4 Elevations
Mechanical
Ml Existing Floor Plans - Mechanical
M2 Proposed Floor Plans - Mechanical
M3 Specifications and Details - Mechanical
Electrical (for Information Only - N.I.C.)
' E1 Demolition Electrical Plans
E2 New Electrical Plans
End of Section 00850
SUMMARY OF WORK
' SECTION 01010
Page 1
' 1.0 GENERAL
General Requirements are to be read into and form part of each Section of the Specifications.
Ensure that Subcontractors understand that the General Conditions of the Contract,
Supplementary Conditions, and General Requirements, apply to all Sections of the
Specifications.
' 2.0 WORK COVERED BY CONTRACT DOCUMENTS
Work under this Contract includes the renovation of the Hampton Works Depot Offices and
adjacent storage area as shown on the drawings and indicated in the Specifications.
' 3.0 SPECIFICATION FORMAT
Work in the Specifications is divided into Sections which are not intended to designate
contractual limits between Subcontractors nor between the Contractor and his Subcontractors.
The Contractor shall organize division of labour and supply of material to complete the
project in all its parts.
Specifications are not intended as a detailed description of installation methods but serve to
indicate particular requirements to ensure the performance of the completed work.
Material shown or specified on Drawings or in Specifications, unless otherwise specified,
shall conform to standards designated in Ontario Building Code. Similarly, unless otherwise
' specified, installation methods and standards of workmanship shall also conform to standards
required by Ontario Building Code. Where no particular material is specified for a certain
use, the Contractor shall select from the choice offered in Ontario Building Code in each case.
' Parts of specification are written in short form, therefore it is understood that where a
component of Work is stated in heading followed by a material or operation, "shall be",
"shall consist of" or similar words or phrases are implied which denote complete supply and
iinstallation of such material or operations for component of work designated by heading.
Wherever in the Contract Documents the following words or phrases or variations thereof are
used these clarifications apply:
"approved, directed, selected, requested" and similar words means approved etc. by
' the Consultant unless specifically stated otherwise.
"provide" includes supply and installation of the products required for completion of
specified work.
' "include" does not limit the scope of work to the items listed.
"exposed to view" means surfaces that are within the line of vision from any
accessible viewpoint both interior and exterior. Where part of a surface is exposed to
view, the entire surface is considered exposed to view.
4.0 ADDITIONAL DOCUMENTS REQUIRED
Maintain at place of the work, one copy each of following,
Additional written instructions that change the work and supplement the contract.
' Field test reports.
SUMMARY OF WORK
SECTION 01010
Page 2
Approved work schedule.
Manufacturers' installation and application instructions.
Copy of reviewed shop drawings.
' Ontario Building Code, current edition.
Contractor is to provide the following item for substantial performance:
as-built drawings
operating and maintenance manuals
list of subtrades including phone numbers for service
guarantees
instructions for operation of building systems for Owner
spare material as specified to be stored on site or as directed by Owner.
5.0 WORK SCHEDULE
' See Instructions to Bidders, "Project Schedule".
The Owner requires that work required in the existing offices portion of the project be
performed July 22, 1995 through August 7, 1995. Existing offices are to be available for
normal use by the Owner before and after these dates.
' 6.0 EXISTING SERVICES
Consult all Owner's, public and service companies' records and become fully informed of the
locations and extent of all utilities.
Disconnect and restore, or relocate all public utilities encountered in connection with the
work. Send proper notices, make all necessary arrangements and provide all services and
work required in the case of gas mains, water pipes, sewers, telephone and telegraph conduits
and cables, fire hydrants, lamp posts, sign posts and any other items of like character.
Should any piping, sewers, cables or similar services be encountered during the work of this
Contract that are not known from the Owner's and other utility companies' records, notify the
' Consultant and do not proceed with their removal or cutting until directed.
7.0 EXAMINATION
' Examine site and ensure that each Section performing work related to site conditions has
examined it, so that all physical features, working restrictions and limitations are known.
Where dimensions are required for proper fabrication, verify dimensions of completed work
prior to fabrication and installation.
Verify that previously executed work and surfaces are satisfactory for installation or
application of subsequent work.
Ensure that unsatisfactory work is rectified by those responsible for its installation before
further work proceeds.
SUMMARY OF WORK
' SECTION 01010
Page 3
' Commencement of work will constitute acceptance of site conditions and previously executed
work.
Rejected work resulting from application to or installation on or incorporation with
unsatisfactory previous work will be considered the responsibility of those performing the
' later work.
8.0 CONTRACTOR'S USE OF SITE
Use of Site: in coordination with on-going operations of the Owner which will continue for
the duration of the Contract. Refer to Item 5.0, Work Schedule.
Confine all parking of vehicles and storage of materials within the work site area as
designated by the Owner.
Do not block any streets, walks, driveways or building accesses or allow their use for parking
by any personnel or visitors, except with the specific permission of the Owner or the
appropriate authority, and in accordance with any stipulated restrictions.
9.0 SEPARATE CONTRACTS
1 Where the Owner has work performed under separate Contract by others, coordinate and
cooperate as full as possible to allow the work to be carried out at the proper time and
location.
' 10.0 FASTENINGS
Provide permanent fastenings, anchors, accessories and adhesives required for performance of
the work.
Exposed metal fastenings and accessories to be of same texture, colour and finish as base
metal in which they occur.
Prevent electrolytic action between dissimilar metals.
Use noncorrosive fastenings, anchors and spacers for securement of exterior work or forming
part of concealed work which may be subject to corrosion.
Use fastenings, anchors, accessories and adhesive of appropriate type and of sufficient
quantity and located in such a manner as to provide positive permanent anchorage of the unit
to be anchored. Install anchors at spacing within limits of load bearing and shear capacity to
accommodate applied loads so that the secured unit cannot work loose, fall or shift out of
position.
Keep exposed fastenings to a minimum, evenly spaced and neatly laid out.
Supply adequate instructions and templates and if necessary, supervise installation where
fastenings or accessories are required to be built into work of other Sections.
Organic plugs are not permitted.
SUMMARY OF WORK
SECTION 01010
Page 4
' Use fastenings of standard commercial sizes and patterns with material and finish suitable for
service.
Bolts may not project more than one diameter beyond nuts.
Use plain type washers on equipment and sheet metal and soft gasket lock type washers where
' vibrations occur and resilient washers with stainless steel
Fastenings which cause spalling or cracking of material to which anchorage is made are not
acceptable.
11.0 INSERTS AND SLEEVES
1 The Contractor is advised that, unless otherwise noted, he shall be entirely responsible for
coordinating the accurate setting of all inserts, sleeves and connections as required by the
Mechanical, Electrical and other Subcontractors or as required and dictated by site conditions.
Coordinate the installation of all access and inspection panels supplied under the Mechanical
and Electrical subcontracts for installation by other Subcontractors.
12.0 CONSTRUCTION CLEANING
Ensure that the building site is kept clean and tidy at all times throughout the construction
period, removing all rubbish and debris promptly as it accumulates. Ensure that all
Subcontractors conform similarly.
Remove rubbish and surplus materials promptly from the work and site and dispose of in a
legal manner. No scrap piles are allowed to accumulate at any time. No fires are permitted
on the site. Floor areas shall be cleared of scrap and rubbish daily.
Supply rubbish containers at ground level. Ensure that Subcontractors are responsible for
cleaning up and removing their own rubbish into the containers. Removal of containers and
disposal off site shall be the responsibility of the Contractor.
13.0 PROCEDURE AND SUPPLY OF CRITICAL MATERIALS
Submission of a Tender shall constitute the Tenderer's agreement that he will commence work
immediately after Award of the Contract and that he will prosecute same without interruption,
until completion, including the furnishing of all necessary supplies and equipment for
winter operations.
He shall assure himself before submitting a Tender that he and all major Subcontractors and
suppliers are in a position to furnish adequate supplies of all critical materials and equipment
upon which this Tender is based and, are able to meet all requirements of the schedule, and
can execute the work in accordance with the Drawings and Specifications.
14.0 RESTRICTIONS
The Contractor shall bring the following information and/or restrictions to the attention of all
workers on this project and the Owner shall hold the Contractor wholly responsible for any
violations thereof.
SUMMARY OF WORK
SECTION 01010
Page 5
No open flames for welding, cutting or other purposes are allowed unless a permit has been
granted in each instance. When using pressurized gas cylinders, ensure that such use is in
accordance with safety provisions and requirements. Provide fire extinguishers when
' welding.
Use safety cans to bring solvents and gasoline into buildings. Even then, store all but small
' quantities outside.
15.0 SAFETY
' Ensure that all work is carried out in strict accordance with the latest edition of "Occupational
Health and Safety Act and Regulations for Construction Projects".
The use of explosive powered tools will be permitted when operator is equipped with safety
devices which positively prevent free flight to the stud.
Report each and every accident on the site or in conjunction with the work and record
immediately. Issue copies of the report to the Owner.
' Provide and maintain readily accessible first aid facilities at the place of work, as required by
applicable regulations. Make own arrangements for treatment of emergency or serious injury.
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End of Section 01010
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ALLOWANCES
SECTION 01020
Page 1
' 1.0 CASH ALLOWANCE
With reference to GC 36 of the Contract, include a Cash Allowance in Tender Price in the
1 amount of$20,000.00.
Expenditures from the Allowance will be made on the written authorization of the Consultant.
End of Section 01020
1
COORDINATION
SECTION 01040
Page 1
' 1.0 PROJECT COORDINATION
Coordinate all work in each area, and work on which subsequent work depends, to prevent
' conflict between parts of the work.
The Contractor will be responsible for coordination of the work of the electrical subtrade
' retained by the Owner.
Ensure that service poles, pipes, conduit, wires, fill pipes, vents, regulators, meters and
similar Project service installations are located in inconspicuous locations. If not indicated on
Drawings, verify location of these elements with Consultant before installation.
2.0 DAILY LOG
The Contractor shall maintain a daily log meeting standards applicable to the place of work.
3.0 LOCATION OF EQUIPMENT AND FIXTURES
1 Location of equipment, fixtures and outlets indicated or specified are to be considered as
approximate. Where construction conditions require reasonable revisions to indicated
locations and arrangements, make such revisions at no additional cost to Owner.
Determine accurate locations, arrangements and sizes by study and coordination of
architectural, structural, mechanical, electrical, equipment and shop drawings. Before
proceeding with the Work, ensure that spaces and arrangements which affect installations are
' adequate and coordinated. Locate equipment, fixtures and distribution systems to provide
minimum interference and maximum usable space and to provide for safety, access and
maintenance.
4.0 CUTTING, FITTING AND PATCHING
Before cutting, drilling or sleeving of structural load bearing elements, obtain approval of
location and methods.
1 Make cuts with clean, true, smooth edges. Make patches inconspicuous in final assembly.
Fit work airtight to pipes, sleeves, ducts and conduits. The Section whose work penetrates a
' fire, air, vapour, moisture, thermal or acoustic separation shall pack voids with fire resistive,
thermal or acoustic material as appropriate and seal air, vapour and moisture barriers; and
caulk joints as required to ensure that no air movement through the penetration is possible.
' Patch and make good all surfaces exposed as a result of work performed under the
Contract.
5.0 CONCEALMENT OF PIPES, DUCTS, TUBING AND WIRING
Conceal pipes, ducts, tubing and wiring in floor, wall and ceiling construction of finished
areas unless otherwise noted on drawings. If any doubt arises as to means of concealment or
intention of Contract Documents in this connection, request clarification from the Consultant
before proceeding with work in question.
1
COORDINATION
SECTION 01040
Page 2
' Arrange to have mechanical and electrical work laid out well in advance of concrete
placement, masonry and furring installation so that provisions may be made for proper
concealment. Test, inspect and apply pipe covering where applicable before work is
concealed. Two copies of governing authority inspection certificates or acceptance statements
shall be submitted to Consultant before work is concealed.
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End of Section 01040
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PROJECT MEETINGS
' SECTION 01200
Page 1
' 1.0 GENERAL
The Contractor will arrange and chair project meetings, setting times, recording and
' distributing minutes.
Owner and Consultant will not attend "Contractor-Subcontractors-Suppliers meetings" as a
' general procedure. Where it is necessary to have representative of Owner and Consultant
attend such meetings, Contractor should give at least 48 hours notice to ensure attendance.
Written minutes from Contractor-Subcontractor-Suppliers meetings requiring action by
Consultant or Owner, shall be promptly forwarded by Contractor to the parties concerned.
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End of Section 01200
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SUBMITTALS
SECTION 01300
' Page 1
1.0 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
Requirements of GC34 will be strictly adhered to. Shop drawings not bearing the date, stamp
and signature of the Contractor indicating examination and acceptance will be returned
immediately without review.
' Until submission is reviewed, work involving relevant product may not proceed.
Schedule submissions at least 15 working days before date reviewed submissions will be
needed.
Unless specified otherwise, for shop drawings or pre-printed material up to and including
' sheet size A3, legal and A4, submit 3 print copies for review. One copy will be returned.
For material larger than sheet size A3, legal and A4, submit one sepia and 2 copies for
review. One sepia copy will be returned.
Pre-printed material will only be accepted if it conforms to following:
P Y P g
' Information which is not applicable to project is deleted.
It supplements standard information to provide additional information applicable to
project.
• It shows dimensions and clearances required.
It shows performance characteristics and capacities.
It shows wiring diagrams and controls.
Facsimile transmission of documents is not acceptable unless followed up with original
document submission.
' The cost of re-reviewing shop drawings after the second submission, will be invoiced to the
Contractor.
The Consultant's review stamp shall be as herein shown:
Arch.
' Struct.
Mech.
Elect.
' REVIEWED [ ]
1 REVIEWED AS MODIFIED
REVISE AND RE-SUBMIT [ ]
''' NOT REVIEWED [
SUBMITTALS
SECTION 01300
Page 2
' "This review by Totten Sims Hubicki Associates is for the sole purpose of ascertaining
conformance with the general design concept. This review shall not mean that Totten Sims
Hubicki Associates approves the detail design inherent in the shop drawings, responsibility for
which shall remain with the Contractor submitting same, and such review shall not relieve the
Contractor of his responsibility for meeting all requirements of the Contract Documents. The
Contractor is responsible for dimensions to be confirmed and correlated at the job site, for
information that pertains solely to fabrication processes or to techniques of construction and
installation and for co-ordination of the work of all subtrades".
TOTTEN SIMS HUBICKI ASSOCIATES
BY:
DATE:
2.0 SCHEDULE OF VALUES
Submit a detailed cost breakdown of the Stipulated Price to the Consultant at the first project
meeting.
' Form of Submittal:
Use Table of Contents of this Specification as basis and identify each line item with number
and title as listed for Sections under Divisions 01-[16]. Provide subsidiary listings for
Sections as requested and for Cash Allowance and Change Orders.
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End of Section 01300
QUALITY CONTROL
SECTION 01400
' Page 1
1.0 INSPECTION AND TESTING
Particular requirements for inspection and testing to be carried out by testing laboratory
' designated by Consultant are specified under various sections.
Payment for inspection and testing services will be made from the Cash Allowance.
The cost of the following items are to be included in the Stipulated Price or borne by the
Contractor:
Inspection and testing required by laws, rules, regulations or orders of public
authorities.
Inspection and testing performed exclusively for Contractor's convenience.
' Testing, adjustment and balancing of conveying systems, mechanical and electrical
equipment and systems.
Mill tests and certificates of compliance.
Retesting and reinspection of defective or rejected work.
Furnish labour and facilities to:
Facilitate inspections and tests.
Make good work disturbed by inspection and tests.
' Provide storage on site for laboratory's exclusive use to store equipment and cure test
samples.
' Notify the testing agency and Consultant 24 hours in advance of the requirement for
inspection and/or testing.
' 2.0 SAMPLES AND MOCK-UPS
Reviewed samples or Mock-ups will become standards of workmanship and material against
' which installed work will be checked on project.
When colour, pattern or texture is criteria submit full range of samples.
End of Section 01400
N FACILITIES AND TEMPORARY CONTROLS
CONSTRUCTION SECTION 01500
Page 1
1.0 TEMPORARY SERVICES
Provide telephone service for the use of Consultant and all trades engaged on the work. Pay
' regular charges in connection therewith.
Provide and pay for temporary electrical power, water, heat, lighting and sanitary facilities.
' Permanent water supply system installed under related Contracts may be used for construction
requirements with prior approval of Owner provided that guarantees are not affected. Make
good damage.
Electrical power and lighting systems installed under this Contract may be used for
construction requirements with prior approval of Owner provided that guarantees are not
' affected. Make good damage. Replace lamps which have been used longer than three
months.
' 2.0 FIRE PROTECTION
The Contractor shall provide temporary fire protection throughout the period of construction.
Particular attention shall be paid to the elimination of fire hazards.
The Contractor shall refer to the requirements of the Owner and shall not proceed with
' hazardous operations without prior approval.
Make necessary adjustments and modifications to temporary fire protection as required during
progress of the work, removing such temporary modifications when the permanent system is
' installed and operating.
' 3.0 FALSEWORK
Design and construct falsework in accordance with CSA S69.1.
' 4.0 SCAFFOLDING
Erect scaffolding independent of walls. Remove promptly when no longer required.
Design and construct scaffolding in accordance with CSA S269.2-M.
5.0
OVERLOADING
er its safety or cause
Ensure no part of Work
is subjected to a
load whic h will endan g
permanent deformation.
6.0 ENCLOSURE OF STRUCTURE
Provide temporary weathertight enclosures for exterior openings until permanently enclosed
for protection and to allow for incomplete work to proceed.
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
' SECTION 01500
Page 2
' 7.0 SAFETY HELMETS
' Provide sufficient safety helmets for Consultant, Owner's representatives and any authorized
visitor to the site.
8.0 ACCESS
Provide and maintain adequate access to project site. Make good damage resulting from
Contractor(s) use of existing driveway, parking area.
9.0 CONSTRUCTION CLEANING
Materials:
Use only cleaning materials recommended by manufacturer of surface to be cleaned and as
recommended by cleaning material manufacturer.
Cleaning During Construction:
Provide and maintain temporary dustproof enclosures to separate work under the Contract
' from the Owner's operations and equipment. On a daily basis maintain premises, including
roofs, free from debris and waste material.
Maintain project site, and public properties free from accumulations of waste material and
' rubbish.
Provide on-site bulk dump containers for collecting of waste materials and rubbish.
Remove waste materials and rubbish from site and dispose of at legal dumping areas.
Vacuum clean with commercial type vacuum interior building areas when ready to receive
flooring and finish painting. Continue vacuum cleaning on an as-needed basis until building
' is substantially complete or ready for occupancy.
Schedule cleaning operations so that resulting dust and other contaminants will not fall on
wet, newly painted surfaces.
10.0 SITE SIGNS AND NOTICES
' Only signboards approved by the Owner or notices for safety instruction are permitted on site.
11.0 SITE OFFICE
Not required.
12.0 REMOVAL
Remove temporary facilities from site when directed by the Owner.
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End of Section 01500
COMMISSIONING
' SECTION 01650
Page 1
' 1.0 DEMONSTRATION OF SYSTEMS
' Contractor, Subcontractors and suppliers shall give a complete "On Site Demonstration" in
presence of the Owner of operation of systems and equipment at time of application for
substantial performance.
Responsible personnel from Contractor, Subcontractors and equipment suppliers whose work
is being demonstrated shall be present as required at these demonstrations.
II
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End of Section 01650
CONTRACT CLOSEOUT
' SECTION 01700
Page 1
' 1.0 FINAL CLEANING
' In preparation for substantial completion or occupancy, conduct inspection of sight-exposed
interior and exterior surfaces.
' Remove grease, dust, dirt, stains, labels, fingerprints and other foreign materials from
sight-exposed interior and exterior finished surfaces including glass and other polished
surfaces.
Clean lighting reflectors, lenses and other lighting surfaces.
Broom clean paved surfaces; rake clean other surfaces of grounds.
' Remove debris and surplus materials from accessible concealed spaces. Vacuum clean where
appropriate.
' Remove snow and ice from access to building.
' Replace heating, ventilating and air conditioning filters if units were operated during
construction.
ON COMPLETION OF WORK, WASH DOWN AND WIPE DRY ALL SURFACES SO
' THAT THEY ARE CLEAN. REMOVE STAINS AND SMUDGES FROM PAINT
WORK, HARDWARE, ALUMINUM, GLASS AND OTHER FINISHED SURFACES
AND WASH, POLISH AND WIPE DRY. APPLY FINAL COAT OF WAX TO
FINISHED FLOORS SPECIFIED TO RECEIVE IT AND POLISH.
2.0 PROJECT RECORD DOCUMENTS
Record Drawings:
' Consultant will provide two sets of white prints for record drawing purposes.
Maintain project record drawings and record accurately significant deviations from Contract
documents caused by site conditions and changes ordered by Consultant.
Mark changes in red.
Record Following Information:
Depths of various elements of foundation in relation to first floor level.
Horizontal and vertical location of underground utilities and appurtenances referenced
to permanent surface improvement.
Location of internal utilities and appurtenances concealed in construction, referenced
to visible and accessible features of structure.
Field changes of dimension and detail.
Changes made by Change Order or Site Instruction.
Unknown services encountered.
At completion of project and prior to final inspection, neatly transfer notations to second set
and submit both sets to Consultant.
CONTRACT CLOSEOUT
' SECTION 01700
Page 2
' 3.0 OPERATING AND MAINTENANCE DATA
Maintenance Manual:
On completion of project submit to Consultant three copies of Operating and Maintenance
Data in English, made up as follows:
' Bind data in vinyl hard covered, three ring loose leaf binder for 215 x 280 mm size
paper.
Enclose title sheet, labelled "Operating and Maintenance Data Manual", project name,
date and list of contents.
Organize contents into applicable sections of work to parallel project specification
table of contents. Mark each section by labelled tabs protected with celluloid covers
' fastened to hard paper dividing sheets.
Include following information:
Maintenance instruction for finished surface and materials.
Copy of hardware and paint schedules.
Description, operation and maintenance instructions for equipment and systems
' including complete list of equipment and parts list. Indicate nameplate information
such as make, size, capacity and serial number.
Names, addresses and phone numbers of Subcontractors and Suppliers.
• Guarantees, warranties and bonds showing:
Name and address of project.
Guarantee commencement date (date of Substantial Performance of the Work).
' Duration of guarantee.
• Clear indication of what is being guaranteed and what remedial action will be
taken under guarantee.
Signature and seal of Contractor.
' Additional material used in project listed under various Sections showing name of
manufacturer and source of supply.
' Neatly type lists and notes. Use clear drawings, diagrams or manufacturers' literature.
Include one complete set of reviewed shop drawings [bound separately] indicating corrections
and changes made during fabrication and installation.
Maintenance Materials:
Where supply of maintenance materials are specified, deliver to Owner as he directs as
follows:
Use unbroken cartons, or if not supplied in cartons, materials shall be strongly
packaged.
Clearly mark as to contents.
' If applicable, give colour, room number or area where material used.
Surplus Material:
All surplus materials shall become the property of the Contractor, to be removed from the
property of the Owner and disposed of.
End of Section 01700
TAKE-OVER PROCEDURES
SECTION 01770
Page 1
' 1.0 INSPECTION AND DECLARATION PROCEDURES
Contractor's Inspection: Contractor and all Subcontractors shall conduct an inspection of
the Work, identify deficiencies and defects; repair as required to conform to Contract
Documents. Notify Consultant in writing of satisfactory completion of Contractor's
Inspection and that corrections have been made. Request a Consultant's Inspection.
Owner/Consultant's Inspection: Owner, Consultants and Contractor will perform an
inspection of the Work to identify obvious defects or deficiencies. Contractor shall correct
Work accordingly.
Completion: submit a written certificate that following have been performed:
Work has been completed and inspected for compliance with Contract Documents.
Defects have been corrected and deficiencies have been completed.
Equipment and systems have been tested, adjusted and balanced and are fully
operational.
Certificates required by Fire Commissioner and Utility companies have been
submitted.
Operation of systems have been demonstrated to Owner's personnel.
Work is complete and ready for Final Inspection.
Final Inspection: when items noted above are completed, request a final inspection of the
Work by Owner, Consultants, and Contractor. If work is deemed incomplete by Owner and
Consultant, complete outstanding items and request a reinspection.
Declaration of Substantial Performance: when Owner and Consultants consider deficiencies
and defects have been corrected and it appears requirements of Contract have been
substantially performed, make application for certificate of Substantial Performance. Refer to
' General Conditions Article GC 13 and 14 for specifics to application.
Commencement of Lien and Warranty Periods: date of Owners acceptance of submitted
declaration of Substantial Performance shall be date for commencement for warranty period
and commencement of lien period unless required otherwise by lien statute of the Place of the
Work.
Declaration of Total Performance: when Owner and Consultants consider final deficiencies
and defects have been corrected and it appears requirements of Contract have been totally
' performed, make application for letter of Total Performance. Refer to General Conditions
Article GC 13 and 14 for specifics to application. If work is deemed incomplete by Owner
and Consultant, complete outstanding items and request reinspection.
Final Payment: following completion of lien period, submit claim for final payment in
accordance with General Conditions.
TAKE-OVER PROCEDURES
SECTION 01770
Page 2
' 2.0 REINSPECTION
Should status of the work require reinspection by Consultant due to failure of work to comply
with Contractor's claims for inspection, Owner will deduct amount of Consultant's
compensation for reinspection services from payment to Contractor.
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End of Section 01770
Page 1 of 1
DIVISION 2A: DEMOLITION
1. General
Protect existing items designated to remain and materials designated by the Owner for
salvage/relocation.
Disconnect and/or relocate existing equipment located on structures to be demolished, as.
directed by the Owner.
Weatherproof openings made in exterior walls immediately after they are made.
Demolition of spray or trowel-applied asbestos can be hazardous to health. Should material
resembling spray or trowel-applied asbestos be encountered in the course of demolition work
stop and notify the Owner immediately.
Maintain security of existing building. Coordinate with Owner.
Provide temporary services as required by the Owner to maintain operations for the duration
of the contract.
End of Section
Page 1 of 1
DIVISION 2B: EARTHWORK
Excavate for footings and foundations to required depth and stockpile on site as directed by the
Owner.
Remove topsoil and vegetation from areas to be excavated. Strip topsoil when dry enough to prevent
contamination with subgrade material.
Rough gauge, cut and fill to proper levels, profiles and contours, allowing for surface treatment.
Slope rough grade away from building 2% minimum for a distance of 1500 nun to finish levels,
profiles and contours.
Do not commence backfilling until areas of work to be backfilled have been reviewed by the
Consultant. Notify the Consultant 24 hours prior to such work.
Prior to placing fill under slabs, compact existing subgrade to obtain same compaction as specified
fill. Remove "soft" material and fill with approved material and recompact.
I
Backfill with imported crushed stone conforming to OPSS 1010. Compact material to the following
densities to subgrade level:
• exterior side of foundation walls - 98% standard proctor density
interior side of foundation walls, footings - 98% standard proctor density
under slabs 100%
Place and compact fill material in continuous horizontal layers of not more than 200 mm.
Keep excavation dry at all times. Provide necessary equipment, including pumps and piping. Locate
sumps within the excavation but outside the limits of the footings for dewatering. Control grading in
and adjacent to excavations to direct all surface water away from open excavation.
Earth bottoms of excavations to be dry, undisturbed native soil, level and free from loose or organic
materials.
Under concrete slab provide 150 mm of crushed stone.
Rough grade with granular material, and finish grade with topsoil as supplied to the site by the
Owner. Grade disturbed areas to blend to existing conditions.
End of Section
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Page 1 of 1
DIVISION 3A: CONCRETE
Concrete slabs shall have air content 5% maximum, 3% minimum.
Concrete for footings shall have an air content of 6%.
Formwork Lumber: plywood and wood formwork materials to CAN3-A23.1-M c/w form release
agent.
Portland Cement: Normal type 10, Portland Cement conforming to CAN3-A5-M1983. Water shall
be clean and free to oils, alkali and organic matter and shall conform to CAN3-A23.1-M77.
Aggregate shall conform to CAN3-A23.1-M77. Air Entraining admixture shall conform to CAN3-
A266.1-M78.
Mix Design. Mix design of concrete shall be the responsibility of the ready-mix supplier and shall
conform to CAN3-A23.1.
Exterior foundation: 0.50 max. water: cement ratio.
Compressive strength at 28 days shall be not less than 25 MPa. Measured slump shall not exceed 3.5
in.
Concrete construction shall conform to CSA A23M series.
Place concrete in such a manner to prevent segregation. Vibrate material as required. Provide
concrete cover for reinforcement according to the Ontario Building Code and CSA A233M.
Supply all material required to construct formwork using materials conforming to CAN3-A23.1-M77.
Falsework shall conform to CSA S269.1 - 1975 Ministry of Labour regulations.
Set all anchors, inserts and the like as required by other trades.
Hand-trim sides and bottoms and remove loose earth from earth forms prior to placing concrete.
Provide formed openings required for pipes, conduits, sleeves and other work to be embedded in and
passing through concrete members.
Install vapour barrier over earth in crawl space as shown on the drawings.
Notify the Inspection and Testing Consultant 24 hours before complete formwork and concrete
reinforcement will be ready for inspection. Allow ample time for inspection and corrective work, if
required.
Place concrete in accordance with CAN3-A23.1-M.
Do not place concrete prior or during rain.
Cure and protect freshly placed concrete in accordance with CAN3.A23.1-M.
j End of Section
Page 1 of 2
DIVISION 3B: CONCRETE FINISHES
Do concrete floor finishing work in accordance with CAN3-A23.1-M except where specified
otherwise.
Curing Compound:
Masterseal Master Builders
CS-309 W. R. Meadows of Canada Ltd.
Floor Seal Sternson Ltd.
Sikagrad Cure/Hard Sida Chemical of Canada Ltd.
Vocomp #20 W. R. Meadows of Canada Ltd.
Sealing Compound:
Super Clearthane Sternson Ltd.
CURING COMPOUNDS
Combination Curing and Sealing Compound:
Chlorinated rubber based, conforming to ASTM C-309 "Standard Specification for Liquid Membrane
Forming Compounds for Curing Concrete", Type I.
Do not sprinkle dry cement or dry cement and sand mixture over concrete surfaces.
Cure concrete in accordance with CAN3-A23.1-M. Apply curing and sealing compound in strict
accordance with manufacturer instructions.
Apply curing and sealing compounds as per manufacturer's printed specifications.
BULL FLOATING
1 Immediately after screeding, bull float floor surfaces to remove ridges and fill voids.
Complete bull floating before any excess moisture or bleed water is visible on surface.
MECHANICAL FLOATING
Mechanically float floor surfaces when bleed water has disappeared and surfaces are sufficiently hard
to prevent working excess water to surface.
Continue floating as necessary to produce surfaces of uniform texture, free from hollows, bumps and
screed marks.
For surfaces to be trowelled, continue floating as necessary to embed coarse aggregate particles firmly
below surface.
Hand float in restricted areas, corners etc.
TROWELLING
Trowel floor surfaces with mechanical trowelling machines fitted with steel blades.
Page 2 of 2
DIVISION 311: CONCRETE FINISHES
Commence trowelling when surfaces are sufficiently hard to prevent working excess fine material to
surface.
Finished trowelled surface to be hard, dense and free from blemishes and other imperfections.
End of Section
Page 1 of 2
DIVISION 4A: MASONRY
Masonry work in accordance with CAN3-S304-M.
Masonry and mortar and grout with CSA A179-M.
Protect freshly laid masonry from drying too rapidly by means of waterproof, non-staining coverings.
Protect complete work and cavity from mortar droppings at all times.
Provide temporary bracing of masonry work during and after erection until permanent lateral support
is in place.
All masonry mortar shall be type "S" mortar.
Jointing to be concave tooled for above grade masonry and flush for below grade masonry.
Provide lintels over all openings in masonry walls.
Provide 200 mm bearing at each end of lintels.
Concrete Unit Masonry:
1. Standard Concrete Cut Masonry
- To: CSA A165.1-M
- CSA Classification: H/15/A/M
- Size: Modular
Masonry Wall Reinforcement and Anchor Systems:
Use prefabricated corner and tee sections to form continuous reinforcement around corners, for
anchoring abutting walls and partitions.
Corrosion Protection: to CAN3-A-370-M.
Lay out coursing and bond to achieve correct coursing heights and continuity of bond above and
below openings, with minimum of cutting.
Cut out neatly, with masonry saw, for electrical switches, outlet boxes, and other recessed or built-in
objects. Cutting openings with chisel or masonry hammer will not be permitted.
Make cuts straight, clean and free from uneven edges.
Build in required items into masonry.
Place and grout reinforcing in accordance with CAN3-S304-M. Use concrete of 20 MPa strength.
Embed bolts and anchors solidly in mortar or grout to develop maximum resistance to design forces.
Page 2 of 2
DIVISION 4A: MASONRY
Bond intersecting block walls in alternate courses.
Do not break bond of exposed walls where walls intersect and if bond would show through on
exposed face of walls. Bond these walls to walls they intersect with prefabricated intersection
masonry reinforcement in each course.
Where walls are pierced by structural members, ducts or pipes; cut openings to profile of element and
fill for full thickness of wall with mortar to within 19 mm of such members, flush with wall faces.
Where exterior walls change direction, install cavity sealer for full height of wall. Set sealer in
mortar bed and butter with mortar in contact with wythe laid later.
End of Section
Page 1 of 1
DIVISION 5A: STRUCTURAL STEEL
Refer to notes on Drawings Al through A4.
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End of Section
Page 1 of 1
DIVISION 5B: METAL FABRICATIONS
Steel, Structural Shapes, Plate and Bars: To CSA G40.21-M, Grade 300W.
Welding Materials: To CSA W59.
Bolts and Anchorbolts: To ASTM A307.
Shop Coat Primer: To CGSB 1-GP-40M. Glidden Glid Master 590.
Erect metalwork square, plumb, straight and true, accurately fitted, with tight joints and intersections.
Provide suitable means of anchorage acceptable to the Consultant such as dowels, anchor clips, bar
anchors, expansion bolts and shields or toggles.
Make field connections with high tensile bolts or weld to CSA S 16.1.
Hand items over for casting into concrete or building into masonry to appropriate Sections together
with setting templates.
Touch-up field welds, bolts and burnt or scratched surfaces after completion of erection.
Apply one shop coat of primer to metal items.
Use primer unadulterated, as prepared by manufacturer. Paint on dry surfaces, free from rust, scale,
grease. Do not paint when temperature is lower than 7°C.
Clean surfaces to be field welded; do not paint.
Prime paint handrail bar, pickets and balusters. Fasten handrail and brackets to walls/floors as
required.
Angle Lintels:
Where lintels for any window or door openings, radiator recesses, grilles and other openings in walls
or partitions are not shown, noted or scheduled on drawings, provide lintels of following sizes and
types:
• Clear spans up to 1200 mm: 1 angle 90 mm x 90 mm x 8 mm thick for each 100 mm thickness
of masonry and for 75 mm thickness in case of furring.
• Clear spans between 1200 nun and 1800 mm: 1 angle 127 mm x 90 mm x 8 mm thick for
each 100 mm thickness of masonry and for 3" thickness in case of furring.
• Spans over 1800 mm: Channel or angle lintels of adequate size and strength and in accordance
with shop drawings.
Provide 200 mm minimum bearing at ends. Weld or bolt together where installed back-to-back.
End of Section
j Page 1 of 2
DIVISION 6A: ROUGH CARPENTRY
General:
Lumber shall bear grade stamp of an agency certified by Canadian Lumber Standards.
Softwood S4S moisture content (MC) not greater than 19% at time of installation, in accordance with
the following standards; CSA 0141-1970; NLGA Standard Grading Rules for Canadian Lumber, 1980
edition revised according to Supplement No. 1, 1981.
Framing and Board Lumber shall be in accordance with table 9.3.2.A of OBC and as listed below:
- Framing: Spruce, Pine, Fir; No. 1
- All Studs: Construction No. 1
Nails and spikes shall be hot dip galvanized finish for exterior work, high humid areas and treated
lumber to OBC 9.23.3 and CSA B-111-1974.
Apply water resistant membrane over framing members abutting masonry or cementitious
construction.
Bolt, nut, washer, screw and pin type fasteners: with hot-dip galvanized finish to CSA G164-
1965(R1972) for exterior work, highly humid areas and for pressure treated lumber, elsewhere with
primer paint finish where installed on sight-exposed surfaces.
Provide framing for all mechanical openings in roof/ceiling/walls and for platforms to support
mechanical equipment on roof.
Install members evenly spaced, true to line, plumb, braced and secured in place. Use longest
practical lengths for continuous members. Install spanning members "crown edge" up. Join work
over solid backing. Install bracing straps at exterior corners, let in to framing.
Use surface fastenings of following types except where specific type is indicated:
- To hollow masonry and panel surfaces use toggle bolt.
- To solid masonry and concrete use expansion with lag screw or Tapcon concrete screws.
Sealant: To meet specified requirements of Division 7D.
Construction Adhesives:
PL 200 Bulldog
Lintels:
End bearing, nailing and materials per OBC. Double studs at both ends.
Prefabricated Structural Wood:
Refer to notes on Drawings Al through A4.
Page 2 of 2
DIVISION 6A: ROUGH CARPENTRY
Framing:
Apply wood preservative to wood in contact with concrete, steel or masonry or otherwise separate
with moisture barrier.
Secure exterior work with non-ferrous fasteners.
Set items in place plumb, straight and level to a tolerance of 5 nun in 3 in and rigidly secure in place.
Install sill gasket or continuously caulk below wood sill plate.
Provide strapping, bracing, anchors, reinforcing, bucks, supports and furring as required.
Install bracing straps at exterior corners, let into framing.
Rafters: Install according to the appropriate requirements of the OBC and NBC.
Roof Fascias, Blocldng, Nailers, Curbs: Install wood blocking, fascia backing, nailers, and other
wood supports for roofing repairs as required.
End of Section
Page 1 of 2
DIVISION 611: FINISH CARPENTRY
General:
Moisture content of wood at time of installation shall be for interior locations at an average of 7%,
with a permitted range in individual pieces of 5% to 9%; and for exterior locations at an average of
12%, with a permitted range in individual pieces of 10% to 15%.
Use only adhesives and fastenings that develop sufficient strength for intended use, are non-staining
and are unaffected by the environment to which exposed.
Where not exposed to view, use wood of grades suitable for fabrication, utility and structural needs.
Where exposed to view, use Appearance Grade wood for structural lumber. Meet requirements of
specified AWI or AWMAC Quality Grade Standard, where applicable.
Ensure that surfaces exposed to view and given paint are free from markings and stains caused by
milling, treatment, storage, handling and other causes.
Softwood Lumber: To CSA 0141, pine species, to AWMAC custom grade.
Hardwood Lumber: To National Hardwood Lumber Association(NHLA) requirements, oak
species, to AWMAC premium grade.
Softwood Plywood: To CSA 0151-M, good two sides where both sides exposed to view, good one
side where only one side exposed to view, select grade.
Nails and Staples: To CSA B111; set and filled.
Trim: Install trim in longest practical lengths; stagger joints over solid backing. Cut returns of
stools and aprons to match face profile. Cope trim and mouldings at interior corners and at returns.
Mitre trim and mouldings at exterior corners and at vertical-horizontal junctions.
Plastic Laminate: To CAN3-A172,
For counter tops: 1.6 in thick; in colours to be selected by Consultant from available range of solid or
pattern colours.
Door, Finish Hardware, Installation:
Install finish hardware supplied by Division 8F.
Accurately locate and adjust hardware to manufacturer's instructions and approved shop drawings.
Final adjustments to closers shall be made at final completion of project.
Install doors and frames supplied by Division 8F.
Install door frames level, plumb and true in accordance with manufacturer's instructions.
Page 2 of 2
DIVISION 611: FINISH CARPENTRY
Fit all other doors with 3 m clearance at jambs and head, and 10 mm over finished flooring. Where
thresholds are to be used, door bottom shall be finished to suit thresholds as required. Undercut
doors for ventilation purposes.
Supply and install wood stair, railing and brackets as detailed on the drawings.
Supply and install wood trim, casing, base and miscellaneous incidentals.
PP Y g
Install brackets, counters and shelving.
End of Section
Page 1 of 1
DIVISION 7A: FIRESTOPPING
Mineral Wool: non-combustible mineral fibre insulation.
Sealant: To CAN2-19.13-M
Firebarrier Silicone Double A/D Distributors Ltd.
Foam:
RTV Foam Double A/D Distributors Ltd.
Primer: As recommended by manufacturer.
Clean all openings to be firestopped using sealant or foam by removing all foreign matter and
contaminants such as oil, dust, grease, frost, water, surface dirt, old sealant compounds and any
protective coating.
Clean surfaces just prior to application of sealant or foam.
Mineral Wool: Friction fit mineral wool into openings.
Sealant:
Use sealant only in well ventilated areas where vapours will not accumulate.
Install mineral wool as backing material where sealant is to be applied.
Apply sealant in a continuous operation using positive pressure to properly fill and seal the opening.
Tool or strike the sealant with light pressure to spread the sealant against the back up material and the
opening surfaces.
Foam:
' Use foam only in well ventilated areas where vapours will not be trapped or accumulate.
Install mineral wool as back up damming material. Pack into voids around penetrations.
Completely mix each component (A & B) in its separate container to ensure they are homogeneous
prior to combining.
jCombine components in accordance with manufacturer's instructions.
Pour mixture into the void to a level one third of the depth of the final expanded thickness.
Application:
Apply sealant/foam to maintain continuity of fire rated assemblies where noted on Drawings.
End of Section
Page 1 of 4
DIVISION 7B: PREFORMED METAL CLADDING
General:
Do preformed metal cladding work to CSSBI Metric Standard for sheet steel cladding except where
specified otherwise.
Submit duplicate 300 x 300 mm size samples of cladding material and related components of colour
and profile specified.
Submit Shop Drawings for review by Owner.
Indicate dimensions, cladding and trim attachment methods, schedule of wall elevations, trim and
closure pieces, soffits, fascia, lap dimensions, panel supports, gins, caulking, and related work.
Fabricate and install metal cladding in accordance with reviewed shop drawings.
Use new materials only. Protect materials from damage. Reject materials showing evidence of
improper handling and storage and remove from site.
Properly and efficiently protect the building and other work from damage consequent upon the
performance of this work. Make good any damage to the existing building.
Design metal cladding and fasteners to support a positive wind load of 1.0 kPa (20 psf) and a
negative wind load of 0.6 kPa (12 psf) with maximum deflection of 1/180th of the span at full load.
Provide a written warranty for all new material and installation of same for 2 years from the date of
Substantial Performance.
IMaterials:
Sheet Steel: Structural quality ASTM A446 Grade A conforming to CSA S136-1974.
Zinc Coating: Bright spangle zinc coating designation Z 275 both sides. Sheets designated in
specifications to be "wiped" coated, shall be finished with ZF075 zinc coating.
' Pre-coating Paint: Conforming to the following:
1 Film Thickness, CGSB-GP-71;
Exposed surface shall have a dry film thickness of 0.02 mm thickness.
2 Dominion Foundries and Steel Limited, Pre-coat System No. 5000 or Steel Company of Canada
Pre-finished System No. 5000, Quality and Performance Specifications for Industrial Building or
approved alternate.
.3 Colour of pre-coating paint shall match existing brown of siding on repair garage north adjacent.
4 All flashings to be supplied to other trades shall be from manufacturer's standard range of
colours.
Page 2 of 4
DIVISION 7B: PREFORMED METAL CLADDING
Cladding:
Sheet Profile: Vicwest CL5022R
Alternates: Peerless Enterprises Limited or approved alternate.
Sub-girls, Adjustable Z-bars and Supplementary Sheet Steel Supports: Sheet steel in 1.22 mm
base thickness, finished with Z275 zinc coating.
Wall fixings at air barrier to be covered with Grace Ltd. Bituthene Mastic 3000 or approved alternate.
Exposed Fasteners: Stainless steel or cadmium plated, self-tapping sheet metal screws with colour
matched nylon heads as manufactured by the Atlas Bolt and Screw Co. of Canada Ltd. or
Weatherguard Fasteners or approved alternate.
Type 111' Fasteners: Hex head cadmium plated high carbon steel, self-tapping sheet metal screws,
colour matched where used with prepainted liner sheet.
I
Type 'C' Fasteners: Weatherguard `Confas' or Tapcon or approved alternate.
Caulking: Single component polysulphide and if exposed shall match adjacent material colour and
finish. Sample to be provided for approval.
Air/Vapour Barrier/Flexible Membrane: Perm-A-Barrier manufactured by W. R. Grace and Co.
complete with primer for bonding to walls and mastic over all joints and protrusions through the
membrane. Mastic to be EM-3000 or "Dehydatine 10" Semi Mastic, trowelled applied over masonry
walls as manufactured by W. R. Grace and Co or approved alternate.
Insulation Adhesive: Shall be Foil Bond 24 as by Canadian Hanson Ltd. or as recommended by
W. R. Grace and Co. for bonding of insulation to Perm-A-Barrier or approved alternate.
' Metal Cladding Assembly:
Face Sheet - 0.61 mm (0.024") core thickness.
Insulation- 50 mm (2") Type AF110 Fibreglas (3.81R/in.).
Sheet Metal Fabrication:
Fabricate cap flashings, starter strips, closures and other flashings as required.
Use competent tradesmen and work accurately to details indicted and as herein specified.
Hem all exposed edges at least 1/2" for appearance and stiffness. Mitre and seal corners with
sealants.
Execution:
Examine existing conditions upon which work of this section is dependent. Report in writing any
defects or discrepancies to the Owner. Commencement of work implies acceptance of existing
conditions.
Page 3 of 4
DIVISION 711: PREFORMED METAL CLADDING
Review method of removing any existing exterior stucco/paint/brick finish where delaminated with
Owner prior to proceeding with the work.
Tolerances to Canadian Institute of Steel Construction(CISC) Standard Code of Practice.
Where installation of work of this section penetrates vapour retardant, a bead of mastic sealant shall
be applied to butting surfaces of related framing element and supporting face to ensure the integrity of
vapour retardant. Seal penetrations with sealant.
Where installation of work of this section penetrates or breaks continuity of thermal insulation make
good the insulation with same material to ensure integrity of insulation blanket. Tape all joints.
Install Z-bars, sub-girts or miscellaneous supplementary sheet steel supports to the manufacturer's
recommended spacing and to suit wind loads and siding design, using specified fasteners on masonry.
Install insulation with adhesive compatible with substrate. Tightly butt joints.
Face sheets shall be one piece full height of siding except where shown otherwise. It must be noted
that there shall be no apparent difference between face sheets of the same colour. Remove and
replace all off-colour sheets to the satisfaction of the Owner.
Bed all flashings, closures and corner pieces in sealant to provide a weathertight installation.
Contractor shall provide proper supports at 1200 mm maximum spacing when installing channel wall
system.
All supports for metal siding where fixed to wall and air vapour barrier, shall have fixings set in
mastic to seal air barrier.
' Sheet Metal Flashings:
Install cap flashings, starter strips, and other flashings, to details shown on drawings.
Install corner supports, interior corner pieces, closures, miscellaneous flashings and related
accessories, etc. Provide formed steel closures around all openings.
Install starter strips where indicated or required to present a true, non-waving, leading edge. Anchor
to back-up to provide rigid, secure installation.
Sub-girts shall be securely fastened to structure and frame light fixtures.
Fixings to be concealed and all joints caulked.
Where exposed fasteners are required, they shall match the colour of soffit material.
Provide all accessories for soffit break or bend to shapes for complete installation. Colour to match
cladding.
Page 4 of 4
DIVISION 7B: PREFORMED METAL CLADDING
Primer surfaces, provide backing and apply caulking around siding, louvres, panels, and openings in
' siding or panels and below metal flashings to siding, louvres or panels in accordance with
manufacturer's printed directions for weatherproof assemblies. Tool caulked joints. Remove excess
caulking.
Touch up marred siding surfaces to match finishes, or replace if necessary, to the satisfaction of the
Owner.
�I
End of Section
Page 1 of 2
DIVISION 7C: METAL FLASHING AND TRIM
GENERAL
Submit duplicate samples of sheet metal material, colour and finish.
' MATERIALS
Aluminum Sheet: 0.8 mm minimum flashing thickness, commercial quality to CSA HAA M1 H14
temper, mill finish. Thickness of other work as indicated on Drawings or specified.
' Precoated Finish: For all sheet metal, 5000 series, shop applied baked enamel to 0.025 mm dry film
thickness on exposed face, 1000 series on back, colour from standard range.
Isolation Coating: To CGBS 1-GP-108C.
Plastic Cement: To CGSB 37-GP-5M.
Adhesive: PL-200 Bulldog
Sealants: In accordance with Division 7F, colour to match metal.
Cleats: Of same material and temper as sheet metal, minimum 50 mm wide. Thickness and colour
same as sheet metal being secured.
Fasteners: Of same material as sheet metal, to CSA B111, suitable for application, colour matched
where exposed.
Washers: Of same material as sheet metal, .8 mm thick with rubber packings.
' Touch-Up Paint: As recommended by metal flashing and trim manufacturer.
Fabricate metal flashing and other sheet metal work in accordance with applicable CRCA 'FL' series
specifications and as shown on drawings.
Form flashing pieces in 2400 mm maximum lengths. Make allowances for expansion at joints.
Hem exposed edges on underside 12.7 mm, miter and seal corners with sealant.
' Form sections square, true and accurate to size, free from distortion and other defects detrimental to
appearance or performance.
Apply isolation coating to metal surfaces to be embedded in concrete or mortar.
Form metal flashings to profiles shown of prefinished aluminum unless specified otherwise.
Page 2 of 2
DIVISION 7C: METAL FLASHING AND TRIM
Execution
Sheet Metal:
Install sheet metal work in accordance with CRCA specifications as detailed.
' Use concealed fastenings except where approved before installation.
Counterflash membrane flashings at intersections of roof with vertical surfaces and curbs. Flash
joints using S-lock forming tight fit over hook strips.
Lock end joints and caulk with sealant.
Turn top edge of flashing into recessed reglet or mortar joint minimum of 25 nun.
Caulk flashing at reglet and cap flashing with sealant.
End of Section
' Page 1 of 1
DIVISION 7D: SEALANTS
General:
Caulking shall be carried out in strict accordance with manufacturer's printed directions.
' Use all necessary means to protect caulking materials and materials of other trades.
Materials:
Primer shall be as per manufacturer's recommendation and applied to ensure performance of sealant.
Joint filler to be compatible with caulking and primer and oversized 30% and shall be extruded
' closed cell foam by W.R. Meadows Canada Ltd.
Caulking shall be Lasto Meric by Tremco Manufacturing Ltd. or approved equal. Silicone shall be
' by Tremco or approved equal, mildew resistant.
Installation:
' Caulk:
concrete to concrete
' masonry to concrete
metal to masonry or concrete to metal
millwork to masonry/concrete
' u/s of exterior door thresholds full length
joints at wall/floor
exposed construction/control joints
' perimeter joints of interior/exterior louvre, grilles, vents, duct work, piping.
mechanical/electrical wall/roof/floor service penetration
underside of interior/exterior window sills
perimeter joints of window/door frames interior/exterior
drywall to masonry
Remove all dust, dirt, etc. and apply caulking to dry surfaces.
' Form surfaces of sealant with full bead, smooth, free of ridges, wrinkles, sags, air pockets, and
neatly tool surfaces to a slight concave joint.
' Mixing of colour of sealant to be selected on site.
Apply sealants to seal open joints in surfaces exposed to view and to make the building weathertight
and airtight as applicable.
End of Section
' Page I of 2
DIVISION 7E: INSULATION
1 General
Deliver material to site in original unbroken packages bearing the name of the manufacturer.
' Protect material under cover in transit and during storage to prevent deterioration or the loss
or impairment of essential properties.
' 2 Materials
Rigid insulation to by styrofoam SM
' Batt insulation to CGSB A101 mineral fibre unfaced friction fit, "Roxul Plus" , Roxul Inc.
Vapour Barrier: 0.152 mm polyethylene film to CAN 2-51.34-M86.
.3 Execution
' Install gasket or caulk junctions of exterior sill plate and foundation wall.
Install batt insulation between framing with one face in continuous contact with sheathing.
Vapour Barrier:
' . Install vapour barrier on warm side of insulation to cover the entire surface including
framing members.
Use large-sheet vapour barrier applied with minimum jointing. Carefully seal all openings
in the vapour barrier to maintain continuity. Tape joints with Contractor's sheathing tape.
' . Provide continuous vapour barrier coverage at wall intersection. Where an inside partition
meets an exterior wall, install a strip of vapour barrier between the partition end and the
outside wall and overlap vapour barrier with the balance of vapour barrier installed later.
Install vapour barrier in walls using full-height sheets; form vertical joints over framing
and lap minimum 100 mm. Joints should occur no more frequently than required by
' intersecting walls and window and door openings. Tape and staple all joints through non-
hardening sealant. Install vapour barrier over insulation in header space between floor
joints.
Where electrical outlets are installed, wrap vapour barrier behind boxes and overlap onto
surrounding vapour barrier by 100 mm. Seal overlaps with a non-hardening sealant and
staples.
• Install and tape vapour barrier to window and door frame before they are installed. Allow
folds at corners to permit unfolding of vapour barrier without cutting.
Install vapour barrier over window and door openings, then cut out. Seal to vapour
barrier on window and door frames with tape. Lap 100 mm minimum.
Page 2 of 2
DIVISION 7E: INSULATION
At ceiling, form joints over framing members and lap 100 mm minimum. Use just enough
' staples to support the insulation. Staple at perimeter through caulking. Extend vapour
barrier over all exterior and interior wallheads.
t
1
End of Section
Page 1 of 1
DIVISION 8A: METAL DOORS, FRAMES AND SCREENS
General:
' Steel doors, pressed steel frames and accessories shall be supplied by any of the following
manufacturers;
' S.W. Fleming, Macotta Company of Canada Ltd.,
Stanley Bumeda Ltd., or Candoor Ltd.
' Door.faces sheet metal: 1.1 mm base thickness, commercial grade steel to W25 (wiped) zinc finish.
All doors shall have edge seam tack welded.
' Frames: 1.5 mm base thickness with all frames to be wipe coated galvanized steel meeting the
requirements of ASTM Designation A527-71 Coating Class A01.
Hinge, Strike, Reinforcing, etc., minimum 3.2 mm thick base steel.
I
Guard boxes minimum base thickness steel.
Glazing Stops Fire Rated Doors and Frames: Commercial grade sheet steel of thickness and design
approved by ULC.
Reinforcing Channel: To CSA G40.21-M, type 300W.
Door Bumpers: Grey or black neoprene single stud.
' Primer: For touch up, to CGSB 1-GP-181M.
Door Sill, Exterior Doors: urethane conforming to CGSB 51-GP-21M fully filling voids of door
' solidly, RSI 2.36.
Exterior Frames and Screens: shall be thermally broken with polyvinyl chloride separation.
Stiffen doors with .91 mm thick interior stiffeners 6" o.c.
Frames shall be provided with 6 wall anchors and 2 base anchors to suit wall condition.
Install three bumpers on strike joints of each frame. Frames shall be mortised, reinforced, drilled and
tapped for hinges and strikes. Strike and hinge reinforcing shall be protected by metal guard boxes.
Hardware shall be supplied to Division 6B.
End of Section
Page 1 of 1
' DIVISION 811: WOOD DOORS
General:
Door Materials:
to CSA 0132.2-M
Hollow core slab doors shall be fabricated to the specifications of this Section and in particular as
follows:
' Door Thickness - 1-3/8"
Top and Bottom Rails - 2-1/4"
' Face - paint grade
Styles - 30 nun
' Fabricate doors and panels in accordance with CSA 0132.2-M
Fabricate fire rated doors for openings and with facings indicated on Door Schedule.
Incorporate solid wood blocking at hardware locations. Indicate top and hinge side of each door.
Seal door edges in shop.
Bevel vertical edges of single acting doors 1/8" in 2" on lock side and 1/16" in 2" on hinge side.
End of Section
' Page 1 of 3
DIVISION 8C: ALUMINUM WINDOWS
General
' Submit independent test reports for [each type of] aluminum windows, certifying compliance with
CAN3-A440-M, as specified.
' Submit shop drawings.
Clearly indicate materials and large scale details for head,jamb and sill, profiles of components,
elevations of unit, anchorage details, location of isolation coating, description of related components
and exposed finishes and fasteners.
' Provide maintenance data for cleaning and maintenance of aluminum windows for incorporation into
maintenance manual specified in Section 01700.
' Submit a warranty for aluminum windows covering the period of five years beyond the expiration of
the warranty period provided in the General Conditions of the Contract. Defects shall include but not
be limited to leakage and hardware malfunction.
Materials
' Windows:
Horizontal sliding vents.
Series 6500 Arrow Aluminum Products Ltd. (905) 661-9777
- Allan Windows (905) 738-8600
or approved alternate
Fasteners:
Cadmium plated.
Sills:
Exterior metal sills: Prefinished brake formed aluminum sheet metal of type and size as detailed;
minimum 24 ga., complete with joint covers,jamb drip deflectors, and anchors.
' Finishes:
Aluminum Finish:
Duracron Thermosetting Acrylic Organic Coating: Duracron by PPG Canada Inc., for
' interior exposed framing members; colour to match brown of preformed metal cladding from
manufacturer's standard range.
' Duranar Fluorpolymer Based Organic Coating: Spray applied, oven baked enamel based on
Kynar 500 polyvinylidene fluoride manufactured under licensing by Pennwalt Corporation;
Duranar by PPG Canada Inc., for exterior exposed framing members, Colour as selected by
Consultant from manufacturer's standard range.
Finish steel clips and reinforcing steel with 380 g/m2 zinc coating to CSA G164.
Insect Screens:
Aluminum mesh housed in a prefmish extruded aluminum frame, with mechanically reinforced
' corners, standard duty construction.
Page 2 of 3
DIVISION 8C: ALUMINUM WINDOWS
Sealants:
' In accordance with Section 07900; colour to match window frame.
Glass and Glazing Materials:
' In accordance with Section 08800.
Isolation Coating:
Alkali resistant bituminous paint.
Fabricate windows to meet requirements of CAN3-A440-M Windows, to the following classifications:
' Air Tightness: A-3
• Water Tightness: B-3
• Wind Load Resistance: C-2
' Resistance to Forced Entry: F-2
• Condensation Resistance (rh 35%): 64
Fabricate window units square and true with maximum tolerance of plus or minus 1.5 mm for units
with diagonal measurement of 1.8 m or less, and plus or minus 3 mm for units with diagonal
measurement over 1.8m.
' Fabricate mullions to ensure a maximum deflection of 1/175 of mullion span or 19 mm, whichever is
less.
Make allowance for deflection of structure. Ensure that structural loads are not transmitted to
windows.
' Incorporate baffled weep holes to drain off water.
Provide for thermal expansion and contraction of components and between window units for surface
temperatures from -34°C to 82°C.
Incorporate thermal break in all frame and sash extrusions.
' Incorporate anchorage to structure at sills, heads and jambs at min. 450 mm o.c. and to adequately
support windows. Allow for adjustment during installation.
' Attach hardware by matching bolts or machine screws into tapped reinforcing plates.
' Provide weatherstripping between frame and sash.
Isolate aluminum from following components, by means of isolation coating:
Dissimilar metals except stainless steel, zinc, or white bronze of small area.
Concrete, mortar and masonry.
Wood.
Page 3 of 3
DIVISION 8C: ALUMINUM WINDOWS
Execution
Window Installation:
Install windows plumb, level and in accordance with shop drawings.
' Do not force window units into place, nor subject them to loads for which they were not designed.
Provide for thermal movement between windows and adjacent construction.
Secure windows by non-corrosive and inorganic anchorage materials.
Conceal anchors, clips, blocking and all other attachments.
Provide reinforcing and supporting members as specified or indicated.
Fill voids between frames and rough openings [and in mullions] with glass wool.
Sill Installation:
Install metal sills supported throughout their length, with uniform wash to exterior, level in length,
straight in alignment with plumb upstands and faces.
Secure sills in place with continuous concealed anchoring as detailed on drawings.
Fasten J oint cover plates with self tapping stainless steel screws.
Maintain 6 to 9 nun space between butt ends of sills.
Caulking:
Seal joints between frame members and other non-operating components and between windows and
adjacent construction with sealant to provide weathertight seal at outside and air, vapour seal at
inside.
Seal joints between windows and window sills with sealant. Bed sill expansion joint cover plates in
bedding compound. Caulk between sill upstand and window-frame. Caulk butt joints in continuous
sills.
' Apply sealant in accordance with Section 07900. Conceal sealant within aluminum work except
where exposed use is permitted by Consultant.
End of Section
Page 1 of 1
DIVISION 81): GLAZING
Wired Glass: To CAN2-12.11-M, 1/4" thick, polished Georgian wire glass.
' Safety Glass: To CAN2-1.1-M 6 mm thickness, transparent.
' Insulating Glass Units: To CAN2-12.8-M, with outer pane of 6 mm thick tempered glass and inner
pane of 6 mm thick tempered glass. Provide security-film on exterior surface of outer pane.
Sealing Compound: Two part polysulphide, bearing Thiokol Hallmark, conforming to CGSB 19.24-
M in glazing hardness grade. Colour as selected by Consultant.
Glazing Tape:
' Preformed butyl tape, 10-15 durometer hardness, paper release, black colour.
Tremco 440 Tremco Manufacturing Co. Limited
Durribon No. 1082 PPG Glass
Eternaflex Gibson-Homans Co.
Setting Blocks: Neoprene, Shore "A" durometer hardness 70-90, 4" long x 3/8" thick x 1/4" high.
Spacer Shims: Neoprene, Shore "A" durometer hardness 40-60, 3" long x 1/8" thick x 3/8" high.
Primer-Sealers and Cleaners: To glass manufacturer's standard.
' Install glass in thickness to comply with OBC requirements.
Remove protective coatings and clean contact surfaces with solvent and wipe dry.
Apply rimer-sealer to contact surfaces.
YP
Install glass on lead or neoprene spacers ensure full contact and adhesion at perimeter.
Install removable stops, without displacing tape.
Provide edge clearance of 1/8" minimum.
Do not cut or abrade tempered glass.
Glazing tape shall be installed in a straight line level with edge of glazing stops and shall be applied
1 to each side of glass. Tape to be compressed uniformly.
End of
En Section
Page 1 of 1
DIVISION 8E: COILING SHUTTER
General
Fabricate and install coiling shutter in accordance with NFPA 80 except as specified otherwise.
Submit shop drawings.
Indicate arrangement of hardware, operating mechanism and required clearances.
Provide data for maintenance of coiling doors and shutters and hardware for incorporation into
maintenance manual specified in Section 01300.
Materials
Acceptable Manufacturer and Product:
Rolling Counter Shutter
Shutter- Cookson Type FD10-1 - Richards Wilcox
Size: Refer to Drawings.
Fire Resistance Rating: 45 minutes.
Stainless Steel Sheet Metal: To ASTM A167-81a, Type 304 with No. 4 finish.
Stainless Steel Bars, Wire and Shapes: To ASTM A276-81a, Type 304 with No. 4 finish.
Execution
Equip door for operation by:
Install two lift handles at door bottom on inside face of door.
Door to normally be in open position and will be closed by fusible link to be supplied and
installed as part of the work.
Install doors in accordance with manufacturer's printed instructions.
Adjust door operating components to ensure smooth opening and closing of doors.
End of Section
Page 1 of 1
DIVISION 8F: FINISH HARDWARE
The work includes the supply of all finish hardware and incidentals other than hardware for millwork,
and counter shutter. Installation of finish hardware to be performed by Division 6B.
Finish hardware to be supplied through the Contingency Allowance.
Submit a warranty for finish hardware to cover the period of one year beyond the expiration of the
Warranty period provided in the General Conditions of the Contract.
Receive finish hardware and identify items against finish hardware Schedule. Advise finish hardware
supplier of errors or omissions.
Store finish hardware in locked room or storage shed. Ensure each hardware item is accompanied by
correct template, installation instructions, special tools, fastening devices and other loose items.
Before installing any finish hardware, carefully check related shop drawings and architectural
drawings of work requiring hardware - verify door swings, door and frame materials and operating
conditions. Ensure that hardware will fit work to which it is to be attached.
Check finish hardware schedule, drawings and specifications, and furnish promptly to applicable
Sections any patterns, templates, template information and manufacturer's literature required for
proper preparation for and application of finish hardware, in ample time to facilitate the progress of
the work.
Finish hardware shall be installed by carpenter, skilled in the application of architectural finish
hardware. Read and understand instruction sheets, details, and templates before installation.
Provide for one [1] hinge for every 965 mm of door height, and one [1] extra hinge for door over
914 mm wide.
After installation, put templates, installation instructions and details in project Operating and
Maintenance Manual.
After installation of finish hardware and before building is accepted, the Contractor shall request
finish hardware manufacturers of lock and latchsets, panic bolts, holders and closers to inspect
installation and certify in writing to Consultant that finish hardware is properly installed and supplied
in accordance with manufacturer's recommendations, and finish hardware schedule.
1 End of Section
NO DOOR FRAME FIRE HARDW SIZE & THICKNESS TYPE MAT L FIN LOW AI R GLASS TYPE MAT'L FIN RATING GROUP REMARKS
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TOTTEN SIMS HUSICKI ASSOCIATES REVISED: .1uUE;Fe,/q5 PROJECT N0.2��133$S
ENGINEERS. ARCHITECTS & PLANNERS DOOR & FRAME SCHEDULE
DATE: MA , 10R5 PAGE N0. / OF
SECTION 00860
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totten aims hubicki associates DATE MAY,,IOA5 DVVC.NO.
Engineers Architects and Planners -------_ _ -I
I
Page 1 of 3
DIVISION 9A: GYPSUMBOARD
General:
Maintain room, surfaces and material between 13°C and 21°C for a period of at least 72 hours before
and until takeover by the Owner.
Materials shall be delivered undamaged, original factory wrappings with labels and seals intact and
stored on job site in dry, weatherproof, heated location. Store wallboards flat in piles without
overhanging boards.
Walls: 1200 mm wide and of maximum practical lengths to minimize end joints. All drywall to
have edges suitable for pre-filling and shall conform to CSA A82.27. All drywall to be 13 mm thick,
as indicated on drawings. Apply multiple layers where indicated. Apply fire rated boards where
indicated.
Ceiling: CGC Interior ceiling board, type 16 mm thick, 1200 mm wide x maximum practical
length. Apply multiple layers where indicated.
FASTENINGS AND ADHESIVES
Nails, Screws and Staples: To CSA A82.31-M.
tAdhesive: To CGSB 71-GP-25M as recommended by manufacturer, depending on substrate.
Laminating Compound: To CSA A82.31-M, asbestos-free.
Runner Channels: 38 mm x 19 mm x 1.6 mm and 38 nun x 9.5 mm x 1.2 mm, hot dip or electro-
galvanized sheet steel. Use of various sizes governed by applied loads and applicable spans.
Furring Channels: 19 mm x 38 mm x 1.2 mm and 19 mm x 13 mm x 1.6 mm, hot dip or electro-
galvanized stud steel. Use of various sizes governed by applied loads and applicable spans.
Drywall Screws: Number 6 gauge, self drillin g, case hardened gypsum board screws, len g th to suit
board thickness and provide minimum 1" penetration of screw through wood support.
Casing Beads 'L' and 'J' Type, Corner Beads Will Type]: 0.5 mm base thickness commercial
grade sheet steel with G90 zinc finish to ASTM A525-80A; perforated flanges; one piece length per
location. Use D-100-90°, D-200, and 4411.
Bailey Metal Products
Control Joint (fill type): Preformed 6 mm opening, CGC control joint 093.
Packing Insulation: for packing all voids at junction of floor partitions or bulkheads, shall be loose
mineral wool fibre insulation.
Acoustic Sealant: To CGSB 19-GP-21M, synthetic rubber, non-staining, non-drying sealant, Pan
Sound caulk or approved equal.
Joint Reinforcing Tape: 50 mm wide perforated joint tape.
Page 2 of 3
DIVISION 9A: GYPSUMBOARD
Joint Compound: To CSA A82.31-M, asbestos-free.
Durabond 90 Canadian Gypsum Ltd.
Ceilings/Bulkheads
! Apply gypsumboard panels applied across the supports and fastened with screws at 300 mm o.c. max.
Apply panels to ceiling first, then to walls. Position all ends over framing members in parallel
application. Use maximum practical lengths to minimize joints.
Gypsum Board Application to Wood Studs, Furring and Support Framing
Do not apply gypsum board until bucks, anchors, blocking, vapour barrier, electrical, and mechanical
work are approved.
Apply at right angles to framing members single/double layer gypsum board to wood furring or
framing using screw fasteners. Maximum spacing of screws 300 mm o.c.
! Apply 13 mm diameter bead of firestop sealant continuously around periphery of each face of
partitioning to seal gypsum board/structure junction where partitions abut fixed building components.
Seal full perimeter of cut-outs around electrical boxes, ducts, in partitions where perimeter sealed
with acoustical sealant.
Erect accessories straight, plumb or level, rigid and at proper plane. Use full length pieces where
practical. Make joints tight, accurately aligned and rigidly secured. Mitre and fit corners accurately,
free from rough edges. Secure at 150 mm o.c. using contact adhesive for full length.
Install casing beads where gypsum board abuts against surfaces having no trim concealing junction
and where indicated.
Access Doors:
Install access doors to electrical and mechanical fixtures specified in respective Sections.
Rigidly secure frames to furring or framing systems, to satisfy fire rating requirements.
Taping and Filling:
Finish face panel joints and internal angles with joint system consisting of joint compound,joint tape
and taping compound installed according to manufacturer's directions and feathered out onto panel
faces.
Prefill eased edges of ceiling board with Durabond 90 joint compound. Use Durabond 90 for taping
operating.
Finish comer beads, casing beads, reveal trim and trim as require with two coats of joint compound
and one coat of taping compound, feathered out onto panel faces.
Fill screw head depressions with joint and taping compounds to bring flush with adjacent surface of
gypsum board so as to be invisible after painting is completed.
Page 3 of 3
DIVISION 9A: GYPSUMBOARD
Sand lightly to remove burred edges and other imperfections. Avoid sanding adjacent surface of
' board.
Completed installation to be smooth, level or plumb, free from waves and other defects and ready for
painting.
Control Joints:
Construct control joint using preformed accessory set in gypsumboard facing and supported
independently on both sides of joint.
Locate control joints at changes in substrate construction.
Install control joints straight and true.
Patching:
After the application of the first coat of paint, it may be necessary to do some patching work which
shall be executed in accordance with the specifications.
I
End of Section
Page 1 of 2
DIVISION 911: ACOUSTIC CEILINGS
Maximum Deflection: 1/360th of span to ASTM C635 deflection test.
Permit paint to dry before commencement of installation.
Acoustic Units:
Type Mineral Fibre
- Fissured
Colour: White
- Size 610 x 1220 x 16 mm thick lay in
- Travertone 80 by Armstrong or approved alternate.
Suspension System:
- Two directional exposed tee bar grid CMB 09130-1.
Hanger Wire:
Galvanized soft annealed steel wire, 2.6 mm diameter.
Hanger Inserts:
1 - Purpose Made
Accessories:
Splices, clips, wire ties, retainers and wall mounting reveal, to complement suspension system
' components, as recommended by system manufacturer.
Install hangers. Attach to roof framing structure. Hangers will not be permitted to pass through or
be attached to mechanical or electrical services overhead.
Do not erect ceiling suspension system until work above ceiling has been inspected by Consultant.
Lay out centerline of ceiling both ways, to provide balanced borders at room perimeter.
Ensure suspension system is coordinated with location of related components.
Install wall mould to provide correct ceiling height. Finished ceiling system to be level within
1:1000.
Completed suspension system to support superimposed loads, such as lighting fixtures.
Support light fixtures with additional ceiling suspension hangers within 150 mm of each corner, and
at maximum 600 mm around perimeter of fixture.
Attach cross member to main runner to provide rigid assembly.
Install suspension system to manufacturer's instructions.
Page 2 of 2
DIVISION 9B: ACOUSTIC CEILINGS
Frame at openings for light fixtures, air diffusers, speakers, grilles, ceiling access doors and at
changes in ceiling heights.
Install acoustical panels in ceiling suspension system.
ITouch up scratches, abrasions, voids and other defects in painted surfaces.
Replace damaged or stained tile as directed.
Section
of '
End o
Page 1 of 3
DIVISION 9C: RESILIENT FLOORING
Vinyl Composite Tile:
• To CSA A126.1-M Type A, 3 mm thick, 300 mm x 300 mm size, of colour selected
by Consultant.
' Amtico Flooring Canada - Duravinyl (Premium 3)
Armstrong World Industries Canada Ltd. -Excelon(Imperial Texture)
or approved alternate
Resilient Base:
Top set coved rubber 100 mm high x 3 mm thick, including premoulded end stops
and external corners, of colour selected by Consultant.
Amtico Flooring Canada
Flexco Company
The Johnson Rubber Company
Resilient Stair Tread:
Rubber tread 6 mm thick with raised ribs and nosing.
' Colour selected by Consultant.
Sur-Grip The Johnson Rubber Company
Resilient Stair Riser:
Top set rubber, 3 mm thick, full riser height, colour to match stair tread.
' Sub-Floor Filler and Leveller:
White premix latex requiring water only to produce cementitious paste.
Primers and Adhesives:
Type recommended by flooring manufacturer.
Metal Edge Strips:
Aluminum extruded, smooth, mill finish, with lip to extend under floor finish,
shoulder flush with top of adjacent floor finish.
1 Cleaner:
Type recommended by flooring manufacturer.
Sealer:
Type recommended by flooring manufacturer.
t Wax:
Type recommended by flooring manufacturer.
SUB-FLOOR TREATMENT
' Remove sub-floor ridges and bumps. Fill low spots, cracks,joints, holes and other defects
with sub-floor filler. Remove all adhesives and underlayment.
Clean floor and apply filler; trowel and float to leave smooth, flat hard surface. Prohibit
traffic until filler cured and dry.
Page 2 of 3
DIVISION 9C: RESILIENT FLOORING
Concrete to flooring manufacturer's printed instructions.
' TILE APPLICATION
Apply adhesive uniformly using recommended trowel in accordance with flooring
manufacturer's instructions. Do not spread more adhesive than can be covered by flooring
before initial set takes place.
Lay flooring with joints parallel to building lines to produce symmetrical tile pattern. Border
tiles minimum half tile width.
' Install flooring to square grid pattern with all joints aligned with pattern grain alternating to
produce basket weave pattern.
Place tiles with sliding motion to ensure good adhesion and tight joints. Place tiles square,
with joints parallel to walls. Immediately remove excess adhesive and other foreign
substances from tile surface, base and walls.
' As installation progresses, and after installation, roll flooring with 45 kg roller to ensure full
adhesion.
tCut tile and fit neatly against thresholds, nosings, edgings and the like.
1 Cut holes for pipes neatly and close fitted.
Extend tile into toe spaces, door frame reveals and closets.
Terminate flooring at centre line of door in openings where adjacent floor finish or colour is
dissimilar.
' Install metal edge strips at unprotected or exposed edges where flooring terminates.
STAIR APPLICATION
Finish stair treads and risers prior to flooring.
' Install stair treads and stair risers one piece for full width of stair. Adhere over entire surface
and fit accurately.
' BASE APPLICATION
Lay out base to keep number of joints at minimum.
Set base in adhesive tightly against wall and floor surfaces.
Install straight and level to variation of 1:1000.
Scribe and fit to door frames and other obstructions. Use premoulded end pieces at flush
door frames.
' Page 3 of 3
DIVISION 9C: RESILIENT FLOORING
Cope internal corners. Use premoulded corner units for external corners. Use formed
straight base material for external corners of other angles.
Install toeless type base before installation of carpet on floors.
CLEANING AND WAXING
Remove excess adhesive from floor, base and wall surfaces without damage.
Clean, seal and wax floor and base surface to flooring manufacturer's instructions. In
carpeted areas clean, seal and wax base surface before carpet installation.
Wax floors with two coats required wax and touch up immediately before final inspection.
■
End of Section
Page 1 of 2
DIVISION 91): CARPETING
General
' Submit duplicate 300 mm square pieces of each type of carpet specified, duplicate 125 x 75 mm
pieces for each colour selected, 150 mm lengths of carpet binder bars, in accordance with Section
01300.
Provide data for carpet maintenance for incorporation into Operation and Maintenance Manual
' specified in Section 01300.
Deliver carpet to site in clear, polyethylene wrapping bearing manufacturer's label stating type of
carpet, colour, pattern number and material thickness.
Cover surfaces with kraft paper and provide walk boards where construction traffic and activities can
not be avoided.
' Submit a ten year manufacturer's guarantee against wear and a two year installer's guarantee against
installation.
Materials
Carpet shall conform to the requirements of current CGSB 4-GP-129.
Carpet shall conform to colour fastness' with the requirements of current CGSB 4-GP-2, Test
Method 18.1 or 18.2.
Carpets required to have flame spread rating and smoke developed classification in accordance with
CAN4 S 102-M for floor surface covering and be certified by ULC.
' Type 1: Commendation, Terrazzo Kraus Carpet Mills Limited 950 ghn2
Carpet Grippers: Types recommended by carpet manufacturer.
Binder Bars: Aluminum of type recommended by carpet manufacturer.
' Seaming Tape: Type recommended by manufacturer for intended use.
Adhesive: Type of brand recommended by carpet manufacturer.
Carpet Protection: Non-staining heavy duty kraft paper or 0.15 mm thick polyethylene film.
Carpet Base: 150 mm high to match carpet with top edge stitched.
' Underpad: 13 mm chipped foam.
' Page 2 of 2
DIVISION 91): CARPETING
Execution
' Use maximum widths and lengths, with pile running the same direction, free from end joints in a run
and with a minimum number of side seams. Side seams parallel to each other. Select materials for
' colour and pattern consistency, using matching pieces in each location.
Where variations of colour within normal textile tolerance occur, change in colour shall be restricted
to between individual rooms, with such changes occurring at the door line. No room shall have two
variations of same colour and pattern within it.
Carpeting shall be wall-to-wall, with edging occurring only at junctions of carpeting and other
finished floor materials. Carpet shall neatly follow line of walls, bulkheads, columns and door
framing. Edging strips maximum lengths, free from joints. Mitre corners.
Finish installation to present smooth wearing surface free from conspicuous seams, burring and other
faults.
Use material from same dye lot and ensure colour, pattern and texture match within any one area.
' Prepare floor surfaces in accordance with CGSB 4-GP-156 and manufacturer's printed instructions.
' Ensure toeless type resilient base where specified is installed before proceeding with carpeting.
Use metal binder bars at exposed carpet edges and centre under doors in door openings.
' Pre-condition, stretch and install carpet following manufacturer's printed instructions. Fit neatly
around architectural, mechanical, electrical elements, telephone outlets, furniture fitments, around
perimeter of rooms into recesses and around projections.
' Seal edges of cut-outs with latex.
Install carpet base to match adjacent carpet flooring using the longest lengths practical without
' intermediate joints.
Attach carpet to wall with adhesive. Neatly fit against floor carpet.
Vacuum carpets clean. Protect traffic areas of carpeted floors with carpet protection. Tape edges and
joints to prevent shifting.
End of Section
' Page 1 of 2
DIVISION 9E: PAINTING
Maintain minimum air temperatures of 10'C for paint and 18 0 C for varnish.
Upon completion of the work, deliver to the Owner one gallon of each colour and type of paint used,
in tightly sealed, labelled containers.
Mask surrounding surfaces and protect existing walls and materials.
If damage occurs or paint splattered clean up immediately or make good condition.
' Number of finish coats specified are intended to cover the surfaces completely. If they do not, apply
further coats until coverage is obtained.
! Apply primer and paints by hand brush method or roller method.
' Sand smooth all new wood and clean surface free of dust before applying first coat.
Permit paint to dry hard before applying succeeding coats all in accordance with manufacturers
' requirements. Between coats, sand lightly with No. 00 sandpaper and remove dust.
Do not apply paint in areas where dust is generated or in rainy or foggy weather.
' Ensure that existing paint finish on both brick work is non-chalky, clean and sound prior to painting.
I
' Paint Schedule:
PPG Paints are used to establish quality. Equal products from other manufacturers may be approved.
' - Metal (Not Galvanized)
1st Coat - Speedhide Rust Inhibiting Steel Primer 6-212
2nd Coat - Speedhide Semi-Gloss Enamel 6-90
3rd Coat - Repeat second coat
- Drywall/Gypsumboard Finish
1st Coat _ Speedhide Q.D. Emulsion Sealer 6-2
2nd Coat Speedhide Semi-Gloss Enamel (27 - line)
- 3rd Coat - Repeat Second Coat
! - Wood-Paint Finish-
lst Coat - Speedhide Q.D. Emulsion Sealer 6-2
' 2nd Coat = Speedhide Semi-Gloss Enamel 27 -line
3rd Coat Repeat second coat
- Galvanized Metal:
1st Coat Speedhide Galvanized Primer 6-209
2nd Coat - Waterspar 54-Line Alkyd Gloss Enamel
3rd Coat - Repeat second coat of 54-Line
- Exposed masonry
Two coats exterior masonry alkyd type coating.
r
' Page 2 of 2
DIVISION 9E: PAINTING
r
The following areas are to be painted:
' Miscellaneous metals and metal fabrications
• Faces of hollow metal door and frames - including top, sides and bottom edges of doors.
' Exposed woodwork.
• Gypsumboard
• Exposed masonry
r
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End of Section
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1
ROOM WALL DOOR DOOR CEIL
FLOOR BASE FRAME COLOUR CEILING HT. REMARKS
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El :ENGINEERS.TTEN SIMS HUBICKI ASSOCIATES ROOM PROJECT N0.'lZ /??off
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TOTTEN SIMS HUBICKI ASSOCIATES R M FINISH SCHEDULE REVISED: PROJECT N0.T't.i/,3.34a
ENGINEERS. ARCHITECTS & PLANNERS DATE: J411,17 PAGE NO. 'Z OF
rr rr rr rr r r r r r r r r r r r r �r r r
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CB CONCRETE BLOCK LAT LAY-IN ACOUSTIC TILE RB RESILIENT SHEET FLOORING WD WOOD
TOTTEN SIMS HUSICKI ASSOCIATES REVISED: PROJECT NO.-Z2J13355
ENGINEERS. ARCHITECTS & PLANNERS ROOM FINISH SCHEDULE DATE: MA �/q y c,, PAGE NO. OF j
Page 1 of 1
' DIVISION 10A: MISCELLANEOUS SPECIALTIES
Provide sample of each accessory for approval by the Owner prior to installation. All fixtures to
have brushed chrome finish: Products by Twin-cee or approved alternate.
SCHEDULE OF ACCESSORIES
1 Item.:. :. iesrtd Xo.lterjuaed
Toilet Tissue Dispenser(Surface) 1 per toilet
tSoap Dispenser 1 per lavatory
Surface Mounted Mirror 1 per lavatory
' Paper Towel Dispenser 1 per washroom
Covered Waste Dispenser(Surface Mounted) 1 per washroom
t
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1
1
End of Section