HomeMy WebLinkAbout12 153 Removal and Replacement of Goderich Street Force Main and Water Main (Omega Contractor's Inc.) Tender Acceptance By-law THE CORPORATION OF THE MUNICIPALITY OF KINCARDINE
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BY -LAW
NO. 2012 -153
BEING A BY -LAW TO ACCEPT A TENDER FOR REMOVAL AND
REPLACEMENT OF GODERICH STREET FORCE MAIN AND WATER MAIN
(Omega Contractor's Inc.)
WHEREAS Section 44 of the Municipal Act, 2001, S.O. 2001, c. 25, as amended,
provides that a municipality that has jurisdiction over a highway or bridge shall
keep it in a state of repair that is reasonable in the circumstances;
• AND WHEREAS pursuant to the said Municipal Act, Section 8 (1) and 9 provide
that the powers of a municipality under this or any other Act shall be interpreted
broadly so as to confer broad authority on the municipality to enable the
municipality to govern its affairs as it considers appropriate and to enhance the
municipality's ability to respond to municipal issues and has the capacity, rights,
powers and privileges of a natural person for the purpose of exercising its
authority under this or any other Act;
AND WHEREAS it has been determined that there is a need to remove and
replace the force main and water main on Goderich Street within the Municipality
of Kincardine as outlined in PW- 2012 -15;
NOW THEREFORE the Council of The Corporation of the Municipality of
Kincardine ENACTS as follows:
1. That the tender of Omega Contractor's Inc. for the removal and
replacement of Goderich Street force main and water main, in the amount
of $544,507.65 including applicable taxes, be hereby accepted.
• 2. That the Mayor and Chief Administrative Officer be hereby authorized and
directed to execute, on behalf of the Council of The Corporation of the
Municipality of Kincardine, any contracts and other documents required to
authorize such work to commence.
3. This by -law shall come into full force and effect upon its final passage.
4. This by -law may be cited as the "Removal and Replacement of Goderich
Street Force Main and Water Main (Omega Contractor's Inc.) Tender
Acceptance By -law ".
READ a FIRST and SECOND TIME this 19` day of December, 2012.
CS 536a 11
Mayor Clerk �1
• READ a THIRD TIME and FINALLY PASSED this 19 day of December, 2012.
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B. M. ROSS AND ASSOCIATES LIM .EDJ71 ®Q Transmittal Record
Engineers and Planners -7 a ,
62 North Street, Goderich, ON N7A;T4 JAN 9 2013 From: Bob Corrigan
p. (519) 524 -2641 • f. (519) 524 -4403 �-ti
www.bmross.net rcorrigan@bmross.net
ycsrte'`% c #kirf D Regular Mail ❑ Hand
' . i_ r Courier Delivered
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To: Gagan Sandhu, Director of Public Works
Re: Goderich Street Forcemain &
Watermain Replacement
Date: January 8, 2013 File #: 12152
We Enclose:
• Performance Bond, Labour & Material Payment Bond, and Certificate of
Insurance from Omega Contractors Inc.
LABOUR & MATERIAL AV1VA
PAYMENT BOND Standard Construction Document
(Trustee Form) CCDC 222 - 2002
No. 35900 -13 Bond Amount $544,507.65
Omega Contractors Inc. as Principal, hereinafter called the Principal, and AVIVA INSURANCE COMPANY OF CANADA a corporation
created and existing under the laws of Canada and duly authorized to transact the business of Suretyship in all Provinces and Territories in Canada as
Surety, hereinafter called the Surety, are held and firmly bound unto Municipality of Kincardine as Obligee, hereinafter called the Obligee, in the
amount of Five Hundred and Forty Four Thousand Five Hundred and Seven Dollars And Sixty Five Cents ($544,507.65) lawful money of
Canada, for the payment of which sum the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,
jointly and severally.
WHEREAS, the Principal has entered into a written contract with the Obligee, dated the 20th day of December, 2012 for Goderich Street
Forcemain and Watermain Replacement, Project No. 12152
in accordance with the Contract Documents submitted, and which are by reference made part hereof and are hereinafter referred to as the Contract.
The Condition of this obligation is such that, if the Principal shall make payment to all Claimants for all labour and material used or reasonably
required for use in the performance of the Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect,
subject, however, to the following conditions:
1. A Claimant for the purpose of this Bond is defined as one having a direct contract with the Principal for labour, material, or both, used or
reasonably required for use in the performance of the Contract, labour and material being construed to include that part of water, gas, power,
light, heat, oil, gasoline, telephone service or rental equipment directly applicable to the Contract provided that a person, firm or corporation who
rents equipment to the Principal to be used in the performance of the Contract under a contract which provides that all or any part of the rent is to
be applied towards the purchase price thereof, shall only be a Claimant to the extent of the prevailing industrial rental value of such equipment for
the period during which the equipment was used in the performance of the Contract. The prevailing industrial rental value of equipment shall be
determined, insofar as it is practical to do so, by the prevailing rates in the equipment marketplace in which the work is taking place.
2. The Principal and the Surety, hereby jointly and severally agree with the Obligee, as Trustee, that every Claimant who has not been paid as
provided for under the terms of its contract with the Principal, before the expiration of a period of ninety (90) days after the date on which the last
of such Claimant's work or labour was done or performed or materials were furnished by such Claimant, may as a beneficiary of the trust herein
provided for, sue on this Bond, prosecute the suit to final judgment for such sum or sums as may be justly due to such Claimant under the terms
of its contract with the Principal and have execution thereon. Provided that the Obligee is not obliged to do or take any act, action or proceeding
against the Surety on behalf of the Claimants, or any of them, to enforce the provisions of this Bond. If any act, action or proceeding is taken
either in the name of the Obligee or by joining the Obligee as a party to such proceeding, then such act, action or proceeding, shall be taken on
the understanding and basis that the Claimants, or any of them, who take such act, action or proceeding shall indemnify and save harmless the
Obligee against all costs, charges and expenses or liabilities incurred thereon and any loss or damage resulting to the Obligee by reason thereof.
Provided-still further that, subject to the foregoing terms and conditions, the Claimants, or any of them may use the name of the Obligee to sue on
and enforce the provisions of this Bond.
3. It is a condition precedent to the liability of the Surety under this Bond that such Claimant shall have given written notice as hereinafter set forth
to each of the Principal, the Surety and the Obligee, stating with substantial accuracy the amount claimed, and that such Claimant shall have
brought suit or action in accordance with this Bond, as set out in sub - clauses 3 (b) and 3 (c) below, Accordingly, no suit or action shall be
commenced hereunder by any Claimant:
a) unless such notice shall be served by mailing the same by registered mail to the Principal, the Surety and the Obligee, at any place where an
office is regularly maintained for the transaction of business by such persons or served in any manner in which legal process may be served in
the Province or Territory in which the subject matter of the Contract is located. Such notice shall be given.
i) in respect of any claim for the amount or any portion thereof, required to be held back from the Claimant by the Principal, under either the
terms of the Claimant's contract with the Principal, or under the lien Legislation applicable to the Claimant's contract with the Principal,
whichever is the greater, within one hundred and twenty (120) days after such Claimant should have been paid in full under the Claimant's
contract with the Principal;
ii) in respect of any claim other than for the holdback, or portion thereof, referred to above, within one hundred and twenty (120) days after
the date upon which such Claimant did, or performed, the last of the work or labour or furnished the last of the materials for which such
claim is made under the Claimant's contract with the Principal;
A- 2958 -S 09/10
CCDC 222 - 2002
b) after the expiration of one (1) year following the date on which the Principal ceased work on the Contract, including work performed under
the guarantees provided in the Contract;
c) other than in a Court of competent jurisdiction in the Province or Territory in which the work described in the Contract is to be installed or
delivered as the case may be and not elsewhere, and the parties hereto agree to submit to the jurisdiction of such Court.
4. The Surety agrees not to take advantage of Article 2365 of the Civil Code of the Province of Quebec in the event that, by an act or an omission of
a Claimant, the Surety can no longer be subrogated in the rights, hypothec and privileges of said Claimant.
5. Any material change in the contract between the Principal and the Obligee shall not prejudice the rights or interest of any Claimant under this
Bond, who is not instrumental in bringing about or has not caused such change.
6. The amount of this Bond shall be reduced by, and to the extent of any payment or payments made in good faith, and in accordance with the
provisions hereof, inclusive of the payment by the Surety of claims made under the applicable lien legislation or legislation relating to legal
hypothecs, whether or not such claim is presented under and against this Bond.
7. The Surety shall not be liable for a greater sum than the Bond Amount.
IN WITNESS WHEREOF, the Principal and the Surety have Signed and Sealed this Bond dated the 2nd day of January, 2013.
SIGNED and SEALED
Omega Contractors Inc.
in the presence of
Signature
C \a:ZS S x a x/
Name ofperson signing
AVIVA INSURANCE COMPANY OF CANADA
Signature
Michelle Mennaman, Attorney -in -fact
CGU2796 Name ofperson signing
,1 Copyright 2002
(CCDC 222 — 2002 has been approved by the Surely Association of Canada)
Canadian Construction Documents Committee
Standard Construction Document
PERFORMANCE BOND AV1VA CCDC 221 - 2002
No. 35900 -13 Bond Amount $544,507.65
Omega Contractors Inc. as Principal, hereinafter called the Principal, and AVIVA INSURANCE COMPANY OF CANADA a corporation
created and existing under the laws of Canada and duly authorized to transact the business of Suretyship in all Provinces and Territories in Canada as
Surety, hereinafter called the Surety, are held and firmly bound unto Municipality of Kincardine as Obligee, hereinafter called the Obligee, in the
amount of Five Hundred and Forty Four Thousand Five Hundred and Seven Dollars And Sixty Five Cents ($544,507.65) lawful money of
Canada, for the payment of which sum the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,
jointly and severally.
WHEREAS, the Principal has entered into a written contract with the Obligee, dated the 20th day of December, 2012
for Goderich Street Forcemain and Watermain Replacement, Project No. 12152
hereinafter referred to as the Contract.
The condition of this obligation is such that if the Principal shall promptly and faithfully perform the Contract then this obligation shall be null and
void; otherwise it shall remain in full force and effect.
Whenever the Principal shall be, and declared by the Obligee to be, in default under the Contract, the Obligee having performed the Obligee's
obligations thereunder, the Surety shall promptly:
1) remedy the default, or;
2) complete the Contract in accordance with its terms and conditions or;
3) obtain a bid or bids for submission to the Obligee for completing the Contract in accordance with its terms and conditions and upon determination
by the Obligee and the Surety of the lowest responsible bidder, arrange for a contract between such bidder and the Obligee and make available as
work progresses (even though there should be a default, or a succession of defaults, under the contract or contracts of completion, arranged under
this paragraph) sufficient funds to pay to complete the Principal's obligations in accordance with the terms and conditions of the Contract and to
pay those expenses incurred by the Obligee as a result of the Principal's default relating directly to the performance of the work under the
Contract, less the balance of the Contract price; but not exceeding the Bond Amount. The balance of the Contract price is the total amount
payable by the Obligee to the Principal under the Contract, less the amount properly paid by the Obligee to the Principal, or;
4) pay the Obligee the lesser of (1) the Bond Amount or (2) the Obligee's proposed cost of completion, less the balance of Contract price.
It is a condition of this bond that any suit or action must be commenced before the expiration of two (2) years from the earlier of (1) the date of
Substantial Performance of the Contract as defined in the lien legislation where the work under the Contract is taking place, or, if no such definition
exists, the date when the work is ready for use or is being used for the purpose intended, or (2) the date on which the Principal is declared in default
by the Obligee.
The Surety shall not be liable for a greater sum than the Bond Amount.
No right of action shall accrue on this Bond, to or for the use of, any person or corporation other than the Obligee named herein, or the heirs,
executors, administrators or successors of the Obligee.
IN WITNESS WHEREOF, the Principal and the Surety have Signed and Sealed this Bond dated 2nd day of January, 2013.
SIGNED and SEALED
Omega Contra ors In
in the presence of
Signature
C t'k CL"�
Name ofperson signing
AVIVA INSURANCE COMPANY OF CANADA
ignature
Michelle Mennaman, Attorney -in -Fact
Name of person signing
D Copyright 2002
Canadian Construction Documents Committee (CCDC 221 — 2002 has been approved by the Surety Association of Canada)
A- 2958 -S 09/10
453799
This Power of Attorney is not valid unless it is printed on BLUE background with watermark on reverse.
GENERAL POWER OF ATTORNEY
Know all Persons by These Presents:
That AVIVA INSURANCE COMPANY OF CANADA, a Corporation having its principal office at 2206
Eglinton Avenue East, Scarborough, Province of Ontario, Canada, does hereby constitute and appoint
Jamie Nichols, Michael Lanzillotta, Katia Strongolos, Michelle Mennaman, Michelle Gabus
of the City of Vaughan in the Province of Ontario its true and lawful attorney for the following purposes:
1. to sign in its name as surety to, and to execute and deliver, seal and acknowledge any and all bonds, and to
execute in its name and deliver any and all contracts guaranteeing the fidelity of persons holding positions of public or private
trust, guaranteeing the performance of contracts other than insurance policies and executing or guaranteeing bonds and
undertakings, required or permitted in all actions or proceedings, or by law allowed and
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2. to sign in its name, and to execute and deliver, and to guarantee the conditions of any and all bonds,
obligations, stipulations or anything in the nature of the same, which are or may be by law, municipal or otherwise, or by any
Statutes of Canada, or of any of the several Provinces or Territories thereof, or by the rules, regulations, orders, customs, �?
practice or discretion of any board, body, organization, office or officer, local, municipal or otherwise, be allowed, required
or permitted to be executed, made, taken, given, tendered, accepted, filed or recorded for the security or protection of, by or
for any person or persons, corporation, body, office, interest, municipality or other association or organization whatsoever in
any and all capacities whatsoever, conditioned for the doing or not doing of anything or any conditions which may be t
provided for in any such bond, obligation, stipulation or undertakirg, or anything in the nature of either of the same. c
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y
And the said AVIVA INSURANCE COMPANY OF CANADA, hereby ratifies and confirms all o
and whatsoever the said
Jamie Nichols, Michael Lanzillotta, Katia Strongolos, Michelle Mennaman, Michelle Gabus >
a,
may lawfully do in the premises by virtue of these presents.
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In Witness Whereof, the said AVIVA INSURANCE COMPANY OF CANADA has caused this H
instrument to be sealed with its corporate seal, and executed by its duly authorized officers this 5th day of
March, 2012.
AVIVA INS RANCE COMPANY OF CANADA
By
{CORPORATE SEAL} Maurice Tulloch - President & CEO
By ............ dr
Bernare - , Stevenson — SVP & General Counsel
This POWER OF ATTORNEY may not be used to execute any bond with a signed and sealed date after December 31, 2013.
stevenson hunt
202 -8395 Jane Street
Vaughan, Ontario
L4K 5Y2
Tel. 905 760 5569 Fax. 905 760 5573
CERTIFICATE OF INSURANCE
This is to Certify to: Municipality of Kincardine
1475 Concession 5, R.R. 5
Kincardine, ON N2Z 2X6
The Policies of Insurance as Herein Described have been issued by the Insurer to the Insured Named Below and are in force as
indicated below.
Name of Insured Omega Contractors Inc.
Address of Insured 4101 Breck Avenue, London, Ontario N6L 1B5
Location and or Operation to Which This Certificate of Insurance Applies
Operations usual to the business of the insured as a Sewer, Watermain, Roads and Subdivision Contractor
Re: Goderich Street Forcemain and Watermain Replacement, Project No. 12152
Name of Insurer Economical Insurance Group
Limit
Type of Coverage Policy No. Effective Date Expiry Date Canadian Funds
Commercial General Liability
• Each Occurrence
$1,000,000
• Products &Com 4885350 August 30, 2012 August 30, 2013 $1,000,000
Operations Aggregate
Non -Owned Automobile Liability $1,000,000
Name of Insurer Royal & Sun Alliance Insurance Company
Limit
Type of Coverage Policy No. Effective Date Expiry Date Canadian Funds
Umbrella Liability — Each $9,000,000
Occurrence and Aggregate XLC9029051 August 30, 2012 August 30, 2013
• Self Insured Retention $10,000
Note: With respect to Commercial General Liability only, Municipality of Kincardine and B.M. Ross and Associates Limited
are added as additional insureds but only with respect to liability arising out of the operations of the "Named Insured" in which
the additional insured has an interest.
The Insurance afforded is subject to the Terms, Conditions, and Exclusions of the Policy(s) above cited. This Certificate is issued as a matter of
information only and confers no rights on the holder and imposes no liability on the Insurer. The Insurer will endeavour to mail to the holder of
this certificate Thirty (30) Days written notice of any material change in or cancellation of the Policy(s) above cited but assumes no
responsibility for failure to do so.
Stevenson and Hunt Insurance Brokers (Toronto) Limited
f
January 3, 2013 Michelle Mennaman
Dated at Vaughan, Ontario Authorized Representative of Insurer
stevenson ' hunt
202 -8395 Jane Street
Vaughan, Ontario
L4K 5Y2
Tel. 905 760 5569 Fax. 905 760 5573
CONFIRMATION OF INSURANCE
This is to Certify to: Municipality of Kincardine
1475 Concession 5, R.R. 5
Kincardine, ON N2Z 2X6
The Policies of Insurance as Herein Described have been issued by the Insurer to the Insured Named Below and are in force as
indicated below.
Name of Insured Omega Contractors Inc.
Address of Insured 4101 Breck Avenue, London, Ontario N6L 1B5
Location and or Operation to Which This Certificate of Insurance Applies
Operations usual to the business of the insured as a Sewer, Watermain, Roads and Subdivision Contractor
Re: Goderich Street Forcemain and Watermain Replacement, Project No. 12152
Name of Insurer Economical Insurance Group
Type of Policy Policy No. Effective Date Expiry Date Limit
Canadian Funds
Automobile Liability 6315743 August 30, 2012 August 30, 2013 $1,000,000
The Insurance afforded is subject to the Terms, Conditions, and Exclusions of the Policy(s) above cited. This Certificate is issued as a matter of
information only and confers no rights on the holder and imposes no liability on the Insurer.
Stevenson and Hunt Insurance Broker (Toronto) Limited
January 3, 2013 Michelle Mennaman
Dated at Vaughan, Ontario Authorized Representative of Insurer
B MROSS
' engineering better communities
9 9
B. M. ROSS AND ASSOCIATES LIMITED
Engineers and Planners
62 North Street, Goderich, ON N7A 2T4 File No. 12152
p. (519) 524 -2641 • f. (519) 524 -4403
www.bmross.net
January 8, 2013
Gagan Sandhu, Director of Public Works
Municipality of Kincardine
1475 Concession 5, R. R. 5
Kincardine, ON N2Z 2X6
RE: Goderich Street Forcemain
and Watermain Replacement
Enclosed are three copies of the above noted contract signed by Omega Contractors Inc.,
along with their WSIB Certificate. Copies of the Insurance documents will be forwarded upon
receipt from Omega, as per the attached letter.
Please have all three copies signed on Page A -4 and forward one copy to Omega Contractors
Inc., one back to us, and keep one copy for your files. You should also return any tender deposit
cheques that were retained by the Municipality.
Thank you.
Yours very truly
B. M. ROSS AND ASSOCIATES LIMITED
(\4 „
Per
R. M. Corrigan, C.E.T.
RMC:hv
Encl.
Z: \12152- Kincardine - Goderich St Watermain Forcemain \WP\ 12152- 13Jan08- TenderSigning- Municipality let.doc
OMEGA
December 28, 2012 CONTRACTORS INC.
B.M. Ross & Associates Limited E
Consulting Engineers r :1. fi
62 North Street
Goderich, Ontario
N7A 2T4 �z y i A "i`: "
Attention: R.M. Corrigan, C.E.T.
Re: Goderich Street Forcemain & Watermain Replacement
Kincardine, Ontario
Dear Sir;
As per your letter dated December 20, 2012 please find enclosed the following
documents;
1) Three signed Contract Documents
2) Clearance Certificate from WSIB
Insurance documents will follow as soon as we receive them from our Insurance
Company.
Should you have any questions, or require further information, please contact the
undersigned.
Yours truly
320L
Chris Dixon
President
4104 BRECK AVENUE • LONDON • ONTARIO N6L 1B5
PHONE: 1- (519)- 652 -6188 • FAX: 1- (519)- 652 -5568 • E -MAIL: omega @on.aibn.com
eClearance Page 1 of 1
wsib
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ON Tifi C
eClearance
Clearance Certificate
Search Results
Contractor Contractor Contractor Classification Clearance Validity Principal Principal
Legal / Trade Address Unit and Description Certificate period Legal / Address
Name Number (dd- Trade
mmm- Name
YYYY)
OMEGA 4104 4122 -000: WATERWORKS E2000001X2PT 20 -Nov- Municipality 1475
CONTRACTORS BRECK AVE, AND SEWAGE SYSTEMS 2012 to of Concession
INC LONDON, 4121 -001: 19 -Feb- Kincardine 5, R. R. #
ON, N6L HIGHWAYS /STREETS /SMALL 2013 5,
1B5, CAN BRIDGES Kincardine,
ON, N2Z
2X6, CAN
IBack
https : / /eservices.wsib.on.ca /portal/ server. pt /community /eservices /eclearance/ 28/12/2012
Municipality of Kincardine
Goderich Street
I Forcemain and Watermain Replacement
Contract No. 12152
ADDENDUM NO. 2
1
' Plan takers shall note the following:
' (1) Attached is revised Form of Tender T -5. The quantity for Item No. 24, dewatering of
forcemain, has been revised to 450 m. Contractors are asked to insert this revised page in
their tender.
' (2) The Municipality will be responsible for acquiring a Permit to Take Water for the
dewatering operations.
B. M. ROSS AND ASSOCIATES LIMITED
' Engineers and Planners
62 North Street
Goderich, ON N7A 2T4
Phone: (519) 524 -2641
Fax: (519) 524 -4403
www.bmross.net
December 13, 2012
' Contractor's Signature Date
(Faxed to all Plan Takers — 2 pages + addenda receipt)
I
1
T- 5(Revised)
1 Item Spec. # Description Qty./Unit Price Amount
I 21 441, SP Swabbing, hydrostatic pressure testing, 1 L.S. $
disinfection, and flushing of watermains
I Sub -Total Watermains -- $
I PROVISIONAL ITEMS
22 314, SP Supply and place imported granular bedding 100 m $ $
where conditions warrant and as directed
23 314, 514, Supply and place approved imported 1000 t $ $
SP granular material in sewer /forcemain
I trenches where native material is
unsuitable, including removal of a similar
amount of unsuitable material
I 24 517, 518 Dewatering of forcemain 450 m $ $
I 805, SP
25 410, 504 Reconnect existing drains and services 25 m $ $
I SP (up to 250 mm dia.)
26 SP Remove and reinstate Canada Post mailbox 1 Ea. $ $
I
Total Provisional Items -- $
I MISCELLANEOUS ITEMS
I 27 543, SP Traffic control 1 L.S. $
28 SP Cost of 100 % Performance Bond and 1 L.S. $
I 100% Labour and Material Payment Bond
and Cost of Insurnace
I 29 SP Contingency allowance 1 L.S. $50,000.00
30 SP Lump sum to cover all other requirements 1 L.S. $
of the contract not specifically covered
by or related to the preceding items
I Total Miscellaneous Items -- $
I
Municipality of Kincardine
Goderich Street
Forcemain and Watermain Replacement
Contract No. 12152
I
ADDENDUM NO. 1
1
' Plan takers shall note the following:
(1) Test pits will be dug by the Owner at the job site on Wednesday, December 12, 2012 at
10:00 a.m. sharp.
I
1
1
B. M. ROSS AND ASSOCIATES LIMITED
Engineers and Planners
62 North Street
Goderich, ON N7A 2T4
Phone: (519) 524 -2641
Fax: (519) 524 -4403
www.bmross.net
1 December 3, 2012
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MUNICII'ALITY OF KINCARDINE
GODERICH STREET
FORCEMAIN AND WATERMAIN REPLACEMENT
CONTRACT NO. 12152
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4f 1 BMROSS
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1
MUNICIPALITY OF KINCARDINE
GODERICH STREET
FORCEMAIN AND WATERMAIN REPLACEMENT
' CONTRACT NO. 12152
1
1
1
I
Municipality of Kincardine
Goderich Street
Forcemain and Watermain Replacement
Contract No. 12152
' INDEX TO CONTRACT DOCUMENTS
t Description Page
Addendum No. 1 Front Cover
Information to Bidders IB -1 - IB -11
Tender
Form of Tender T -1— T -6
T -A & T -B
Statement re Sub - Contractors
Agreement to Bond
Performance Bond
Labour and Material Payment Bond
Schedule of Plans, Specifications, General Conditions & Standards
Index to Special Provisions
Special Provisions SP -1 to SP -27
t Supplemental General Conditions SGC -1 & SGC -2
General Conditions — OPSS.MUNI 100 Rev. Date: 11/2006
Agreement A -1 -A -4
' Municipality of Kincardine Health and Safety form
Contract Release
I Statutory Declaration re Payment of Accounts
Statutory Declaration re Liens and Liabilities
Standards
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1
1
1
INFORMATION TO BIDDERS
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1 Z: \wp \Contracts\Forms\Info. to Bidders.doc
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INDEX TO INFORMATION TO BIDDERS (February 2010) 1
1) Date and Place for Receiving Tenders I3-1
2) Tender Deposit 1B -1
3) Submission of Tender IB -1
4) Clarification 113-2
5) Withdrawal of Tender 113-2
6) Disqualification of Tender IB -2 ,
7) Form of Agreement IB -2
8) Competency of Bidders 1B -2
9) Sub - Contractors IB -2
I
10) Tender Acceptance 113-3
11) Performance and Payment Bonds IB -3
12) Insurance 113-3
1
13) Completion Date and Liquidated Damages 1B -4
14) Disposal and Use of Excavated and Excess Materials IB -5
15) Taxes 1B -5
16) Regulation of Pits and Quarries 113-6
17) Salvageable Material IB -6
18) Geotechnical Investigation Report IB -6
19) Utilities 1B -6
20) Occupational Health and Safety Act 1B -6
21) Workplace Safety and Insurance Board Certificates 1B -6
22) Contract Release I13-7
23) Use of Premises IB -7
24) Permit for Taking Water in Excess of 50,000 Litres Per Day 1B -7
25) Hot Mix Plant - Environmental Protection Act IB -7
26) Restrictions on Open Burning 113-7
27) Night, Sunday, and Holiday Work 113-8
28) Drainage IB -8
29) Bribery 113-8
30) Provisions for Traffic, Access, and Protection 113-8
31) Cold Weather Concrete IB -9
32) Falsework 1B -9
33) Excess Loading of Motor Vehicles 1B -9
34) Protection of Trees 1B -10
35) Ontario Provincial Standards I3-10 II
36) Guaranteed Maintenance IB -10
37) Garbage Collection and Blue Box Recycling 113-10
38) Dust Control I3-11
39) Disposal of Waste Asphalt 1B -11
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IB -1
INFORMATION TO BIDDERS
1) DATE AND PLACE FOR RECEIVING TENDERS:
Tenders will be received by:
Gagnon Sandhu, Public Works Manager
Municipality of Kincardine
1475 Concession 5, R. R. 5
Kincardine, ON N2Z 2X6
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until 12:00 noon, Monday, December 17, 2012
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as stated in the official tender call advertisement.
2) TENDER DEPOSIT:
Each tender must be accompanied by a tender deposit in the form of a certified cheque payable to:
Municipality of Kincardine
for the amount of:
Thirty Thousand Dollars ($30,000.00).
This deposit shall serve as evidence of good faith that if awarded the contract, the bidder will execute and
enter into a formal agreement with the Owner within the time required and will furnish the security
required to secure the performance of the terms and conditions of this contract.
The tender deposit of the bidder whose tender is accepted shall be forfeited by him should he fail to
1 execute a contract and provide the satisfactory bonds, referred to hereafter, within ten (10) days after
receiving written notice from the Contract Administrator of the award of the contract to him.
The deposits of unsuccessful bidders will be returned within thirty (30) days of the award of the contract.
The deposit of the successful bidder shall be returned upon receipt of the performance bond and the
signed contract.
3) SUBMISSION OF TENDER:
a) Form of Tender:
Tenders shall be submitted on the blank form herewith provided and shall give the lump sum and /or unit
prices for the work, and the total tender shall be described in both words and figures. Bidders will be
required to add Harmonized Sales Tax (HST) on the tender form in the space provided. The tender shall
be signed by the bidder on page T -B of the Form of Tender and delivered in a sealed, opaque envelope,
clearly marked TENDER.
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b) Statement re Sub - Contractors:
Where included in the contract documents, each bidder shall complete along with the tender, a list of
proposed Sub - Contractors showing the value of the work to be sublet to each. The value of work sublet
shall not exceed 50% of the total work to any one subcontractor without written authorization of the
Contract Administrator. Failure to provide this list may render the tender invalid.
c) Agreement to Bond:
Bidders must have the "Agreement to Bond" forms, or equivalent, of this contract completed by their
bonding company, and the same must be submitted with their tender in order to validate their bid.
4) CLARIFICATION:
Any details in question on this contract or in the accompanying plans shall be clarified by the bidder prior
to submitting the bid. The unit prices as tendered shall include the supply of all permits, labour,
equipment, and materials except where noted that are necessary to complete the contract.
5) WITHDRAWAL OF TENDER:
A bidder will be allowed to withdraw their tender unopened after it has been deposited if such request is
received in writing prior to the time specified for the closing of tenders.
6) DISQUALIFICATION OF TENDER: i
Tenders will not be considered where:
a) They are received after the official closing time stated in the advertisement.
b) They are not properly executed, and the associated documentation is not complete.
c) They are not accompanied by a certified deposit cheque.
d) They are submitted by "Fax ".
More than one tender from an individual, firm, partnership or association under the same or different
names will not be considered. Collusion between bidders will be sufficient cause for rejection of all
tenders so affected. I
7) FORM OF AGREEMENT:
It is not necessary to complete the "Form of Agreement" when submitting your tender, but the successful I
bidder shall be required to complete the form upon notification of the award of the contract.
8) COMPETENCY OF BIDDERS: i
Bidders and Sub - Contractors must be capable of performing the various items of work bid upon. They
may be required to furnish a statement covering experience on similar work, list of machinery available
for the proposed work, and such statements of their financial resources as may be deemed necessary.
9) SUB - CONTRACTORS: 1
The Contract Administrator shall reserve the right to review the Sub - Contractors proposed at the time of
tendering and to approve any Sub - Contractors proposed after the contract is awarded. I
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10) TENDER ACCEPTANCE:
I Bidders are notified that any unbalanced items, errors, or omissions in the tender may render the tender
invalid.
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• Contractors are notified that each tender shall continue open to acceptance by the Owner until the formal
contract is executed by the successful bidder or until at least thirty (30) days after the tender closing date,
I whichever occurs first. The Owner may at any time within that period, without notice, accept this tender
whether any other tender had been previously accepted or not.
I The accepted bidder shall provide a Clearance Certificate from the Workplace Safety and Insurance
Board.
The lowest price bid or any bid will not necessarily be accepted. The Owner reserves the right to reject
1 any or all tenders and to award to other than the lowest bidder as the interests of the Owner may require.
11) PERFORMANCE AND PAYMENT BONDS:
I The Contractor, upon receipt of written notice from the Owner awarding the contract, shall provide a
Performance Bond and a separate Labour and Material Payment Bond, each in the amount of one hundred
I percent (100 %) of the total tender to guarantee the performance of all obligations of the contract. These
Bonds shall be supplied to the Owner within ten (10) days of the acceptance of the tender, and shall be at
the expense of the Contractor.
1 12) INSURANCE:
I GC 6.03.01 — General has been amended as follows:
Without restricting the generality of subsection GC 6.02, Indemnification, the Contractor shall
I provide, maintain, and pay for the insurance coverages listed under clauses GC 6.03.02 — General
Liability Insurance and GC 6.03.03 — Automobile Liability Insurance. Insurance coverage in
clauses GC 6.03.04.01 — Aircraft Liability Insurance, GC 6.03.04.02 — Watercraft Liability
Insurance, GC 6.03.05.01 — Property Insurance, GC 6.03.05.02 — Boiler Insurance, and GC
1 6.03.06 — Contractor's Equipment Insurance shall be required as listed below:
a) Aircraft Liability Insurance: The Contract Administrator, on behalf of the Owner, will be
I requesting proof of valid insurance whenever aircraft are anticipated to be used during the course
of construction.
I b) Watercraft Liability Insurance: The Contract Administrator, on behalf of the Owner, will be
requesting proof of valid insurance whenever watercraft are anticipated to be used during the
course of construction.
1 c) Contractor's Equipment Insurance: The Contract Administrator, on behalf of the Owner, will be
requesting proof of insurance.
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GC 6.03.02.01- General Liability Insurance, has been amended as follows:
General liability insurance and completed operations coverage shall both be in the name of the
Contractor, with the Owner and the Contract Administrator named as additional insureds, both
with the limits of not less than five million dollars inclusive per occurrence for bodily injury,
death, and damage to property including loss thereof, with a property damage deductible of not
more than $5,000. The form of this insurance shall be the Insurance Bureau of Canada Form IBC
2100 or equivalent. '
GC 6.03.07.01 has been amended as follows:
The duration of each insurance policy, excluding completed operations coverage, shall be from I
the date of commencement of the Work until 10 days after the date of Final Acceptance of the
Work, as set out in the final Acceptance Certificate. Completed operations coverage shall be
maintained for six years from the date of Final Acceptance. I
13) COMPLETION DATE AND LIQUIDATED DAMAGES:
a) Time:
Time shall be the essence of this agreement.
b) Progress of the Work and Time for Completion:
The Contractor shall complete this contract in its entirety by: June 28, 2013
Construction may not begin until April 1, 2013.
If this time limit above specified is not sufficient to permit completion of the work by the Contractor ,
working a normal number of hours each day or week on a single daylight shift basis, it is expected that
additional and/or augmented daylight shifts will be required throughout the life of the contract to the
extent deemed necessary by the Contractor to ensure that the work will be completed within the time limit I
specified. Any additional costs occasioned by compliance with these provisions will be considered to be
included in the prices bid for the various items of work and no additional compensation will be allowed
therefore. '
If the Contractor is delayed in the completion of the work,
1) by reason of changes or alterations made under Section GC3.07 of the General Conditions; I
2) by reason of any breach of contract or prevention by the Owner or other Contractor of the Owner
or any employee of any one of them;
3) by reason of delay by the Owner issuing instructions or information or in delivering materials;
4) by any other act or neglect of the Owner or any other Contractor of the Owner or any employee
of any one of them;
5) for any cause beyond the reasonable control of the Contractor;
or
6) by Acts of God, or of the Public Enemy, Acts of the Province or of any Foreign State, Fire,
Floods, Epidemics, Quarantine Restrictions, Embargoes or delays of Sub - Contractors due to such
causes,
the time of completion shall be extended in writing at any time on such terms and for such period as shall
be determined by the Contract Administrator, and notwithstanding such extensions, time shall continue to
be deemed of the essence of this contract.
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An application by the Contractor for an extension of time as herein provided shall be made to the Owner
in writing at least fifteen (15) days prior to the date of completion fixed by the contract. All bonds or
other surety furnished to the Owner by the Contractor shall be amended where necessary at the expense of
the Contractor to provide coverage beyond the date of any extension of time granted, and the Contractor
shall furnish the Owner with evidence of such amendment of the bonds or other surety.
Any extension of time that may be granted to the Contractor shall be so granted and accepted without
prejudice to any rights of the Owner whatsoever under this contract, and all such rights shall continue in
full force and effect after the time limited in this contract for the completion of the work and whenever in
this contract power and authority is given to the Owner or the Contract Administrator or any person to
take any action consequent upon the act, default, breach, neglect, delay, non - observance or
non - performance by the Contractor in respect of the work or contract, or any portion thereof, such powers
or authorities may be exercised from time to time and not only in the event of the happening of such
contingencies before the time limited in this contract for the completion of the work but also in the event
of the same happening after the time so limited in the case of the Contractor being permitted to proceed
with the execution of the work under an extension of time granted by the Contract Administrator.
c) Liquidated Damages:
It is agreed by the parties to the contract that in case all the work called for under the contract is not
finished or completed within the date of completion, damages will be sustained by the Owner, and that it
is and will be impracticable and extremely difficult to ascertain and determine the actual damage which
the Owner will sustain in the event of and by reason of such delay and the parties hereto agree that the
Contractor will pay to the Owner the sum of One Thousand Dollars ($1,000.00) per day for liquidated
damages for each and every calendar day's delay in finishing the work beyond the date of completion
prescribed, and it is agreed that this amount is an estimate of actual damage to the Owner which will
accrue during the period in excess of the prescribed date of completion.
The Owner may deduct any amount under this paragraph from any monies that may be due or payable to
the Contractor on any account whatsoever. The liquidated damages payable under this paragraph are in
addition to and without prejudice to any other remedy, action or other alternative that may be available to
' the Owner.
14) DISPOSAL AND USE OF EXCAVATED AND EXCESS MATERIALS:
OPSS 180 shall apply to this contract. Excess materials shall be disposed of within or outside of the
contract limits as set out elsewhere in the contract.
15) TAXES:
Harmonized Sales Tax (HST):
The 13 % Harmonized Sales Tax will be paid on all work performed within the contract. It will be listed
as a separate item on all tender documents and adjusted on fmal payment in accordance with the fmal
contract price.
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16) REGULATION OF PITS AND QUARRIES:
Bill 120, An Act to Regulate Pits and Quarries and to Provide for their Rehabilitation shall be applicable I
in such parts of Ontario as the Lieutenant Governor shall from time to time designate by Regulation.
All costs related to this specification will be deemed to have been included in the appropriate tender items • I
and no separate payment will be made therefore.
17) SALVAGEABLE MATERIAL: '
All existing materials along the line of construction deemed salvageable by the Contract Administrator
shall be delivered to the storage site designated by the Contract Administrator. All other materials that, in
the opinion of the Contract Administrator, cannot be salvaged shall be disposed of outside the limits of
the contract, as directed by the Contract Administrator or at locations arranged for by the Contractor at his
own expense. The Contractor will be responsible for all clean -up after construction to the complete
satisfaction of the Contract Administrator.
18) GEOTECHNICAL INVESTIGATION REPORT: I
If a geotechnical investigation was performed for this contract, the report will be made available at the
office of the Contract Administrator for inspection by any bidder but the office of the Contract
Administrator assumes no responsibility for any errors or omissions which may be inherent in the soils
report. Neither the Owner nor the Contract Administrator warrants interpretations of data or opinions
expressed in any subsurface report. I
19) UTILITIES:
The location and depth of the utilities shown on the contract drawings are based on information obtained 1
from the applicable operating authority. It is the Contractor's responsibility to contact the Municipal
Authorities or Utility Companies for further information in regard to the exact location of these utilities or
other utilities not shown on the drawings and to exercise the necessary care in construction operations and
to take such other precautions as are necessary to safeguard the utilities from damage. This provision
shall also apply to all storm and sanitary sewers, and the Contractor shall be completely responsible for
the replacement or repair of any utilities or sewers damaged because of their operations. I
The Contractor shall adhere to the requirements for pipe support as provided by the utility company.
20) OCCUPATIONAL HEALTH AND SAFETY ACT I
The Contractor's attention is drawn to the regulations issued by the Ministry of Labour for the Province of
Ontario under the Occupational Health and Safety Act. The Contractor acknowledges that they will
comply with these regulations and that they will be the Constructor under said Act as it relates to the
completion of this contract. i
21) WORKPLACE SAFETY AND INSURANCE BOARD CERTIFICATES
The Contractor shall submit a current clearance certificate from the Workplace Safety and Insurance 1
Board (WSIB) in advance of each monthly payment. Payment certificates will not be issued without
receipt of a valid Workplace Safety and Insurance Board Certificate.
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22) CONTRACT RELEASE:
Prior to receiving the Statutory Holdback Release Payment Certificates based on Substantial Performance
or Completion, the Contractor shall complete, in triplicate, the Contract Release, the Statutory Declaration
re Payments of Accounts and the Statutory Declaration re Liens & Liabilities on the forms bound herein.
Only the original, signed forms will be accepted by the Contract Administrator.
23) USE OF PREMISES:
The Contractor shall confine the apparatus, the storage of materials, and the operations of workers to
limits indicated by law, ordinances, permits or directions of the Contract Administrator and shall not
unreasonably encumber the premises with materials. Use of any adjacent property for storage purposes
will be the Contractor's full responsibility and will in no way involve the Owner. The shall
secure permission from each property owner before trespassing on any property.
24) PERMIT FOR TAKING WATER IN EXCESS OF 50,000 LITRES PER DAY:
Where the Contractor will require water in excess of 50,000 litres per day, a permit must be obtained as
per The Ontario Water Resources Act. A permit may be obtained by making an application to the
Ministry of the Environment.
25) HOT MIX PLANT -- ENVIRONMENTAL PROTECTION ACT:
The attention of the Contractor is drawn to the Environmental Protection Act, RSO 1980, and regulations
under this Act. Compliance with these regulations does not relieve the Contractor of contractual
obligations as set out in the General Conditions, Section GC7.01.
I 26) RESTRICTIONS ON OPEN BURNING:
Any open burning must be in conformity with local municipal by -laws, regulations pursuant to The
Ontario Fire Code and the conditions noted below. Open burning which does not conform to these
1 policies may be in contravention of the Environmental Protection Act, RSO 1990.
a) The Contractor shall assume full responsibility for conducting open burning in accordance with
the safety measures required by police and fire services and the Ministry of Natural Resources
and other regulatory bodies having jurisdiction.
b) Open burning is prohibited in areas subjected to a smog alert advisory as issued by the MOE.
c) The Contractor shall inform the District Officer of the Regional Operations Division of the
Ministry of Environment, one week in advance, of the date when burning will commence.
d) All open fires shall be limited as much as possible to daylight hours.
e) All open fires shall be attended at all times.
f) Open burning shall be located within the contract limits, no closer than 30 m to water bodies, and
no closer than 150 m to any dwelling and shall be conducted in a manner that prevents odour,
excessive smoke, material discomfort to nearby recipients, and a decrease in visibility on any
roadway.
g) No open fires shall be maintained when the wind is in such a direction as to cause a decrease in
visibility on any highway.
1 h) Open fires shall not be started on days of adverse weather such as rain, fog, or other conditions
that prevent the ready dispersion of smoke. During the fire season this condition may be
exempted in the fire zone, provided there are no occupied dwellings within 600 m.
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i) Materials to be burned shall consist of wood wastes only and shall not be burned in such a
manner as to cause odour, excessive smoke or other material discomfort to nearby receptors.
j) Debris from open fires shall not be piled adjacent to or discharged into watercourses.
k) Open fires shall not be located between Sta. and Sta. . Where open burning is
prohibited or impractical in specific areas of this contract, brush and debris may, as an alternative
to burning, be disposed of outside the right -of -way in a manner. approved by the Contract
Administrator, so as not to be unsightly or potentially unsightly from any highway. The
Contractor shall arrange for disposal areas at his own expense. '
27) NIGHT, SUNDAY, AND HOLIDAY WORK:
Work during the night, on Sundays or on Statutory Holidays shall not be permitted without the written I
permission of the Contract Administrator.
28) DRAINAGE: I
The Contractor shall keep all portions of the work properly and efficiently drained during construction
and until completion, and will be held responsible for all damage which may be caused or result from
water backing up or flowing over, through, from or along any part of the works, or which any of the
operations may cause to flow elsewhere.
29) BRIBERY: '
Should the Contractor or any of the agents give or offer any gratuity to, or attempt to bribe any officer or
servant of the Owner, the Owner shall be at liberty to cancel the contract forthwith or to direct the
Contract Administrator to take the whole or any part of the works out of the hands of the Contractor.
Bribery shall be considered as non - fulfilment of the contract by the Contractor.
30) PROVISIONS FOR TRAFFIC, ACCESS, AND PROTECTION:
a) Urban Areas: 1
Traffic shall be maintained at all times during construction for private access, but detours to streets
adjacent to the work will be permitted with permission from the Contract Administrator. When requested 1
by the Contract Administrator, the roadway shall be kept open by placing sufficient granular material to
carry traffic.
If it is desirable to detour traffic during the construction of any part of the work, the Contractor shall
supply, place and maintain proper detour signs, including adequate barricades and lights to clearly mark
such detours throughout their entire length to the satisfaction of the Contract Administrator. The routing
of such detours will be approved by the Contract Administrator.
The Contractor shall be responsible for grading and maintaining any streets used as detours or haul roads
and shall restore these roads to their original condition. The Contract Administrator may require that
Granular "A" or Calcium Chloride be applied at the Contractor's expense to a street before allowing its
use as a detour, or during the period of use.
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b) Rural Areas:
1 If required under the Special Provision item, the Contractor shall construct a detour to carry vehicular
traffic. The Contractor shall place proper detour signs, including adequate barricades and lights to clearly
mark this detour throughout the entire length and to the satisfaction of the Contract Administrator.
c) General:
The Contractor shall be responsible for signing the detour and the detour shall be as per the Ontario
Traffic Manual for roadway work operations under OTM Book 7 (Temporary Conditions). As per Book
7, the Contractor shall submit a traffic control plan a minimum of one week prior to any necessary traffic
control measures. A copy of this plan will be kept on file by the Owner.
' The Contractor will be responsible for maintaining proper signs, barricades, and lights at all points along
the line of construction that may be hazardous. The Contractor will provide good vehicular access at all
times, for all residents who presently have access along the line of construction.
Where applicable, the Contractor shall supply an adequate number of flagmen/women to direct traffic at
all times during construction as required by the Contract Administrator.
31) COLD WEATHER CONCRETE:
Unless otherwise specifically stated in the Special Provisions, the bidders shall note that no additional
payment will be made for heating or cooling of concrete or housing of structure and heating of the
housing enclosure.
32) FALSEWORK:
All falsework drawings shall bear the seal and signature of a Professional Engineer who is a member of or
is licensed by the Association of Professional Engineers of Ontario. The drawings shall include the
' following information: The type of work and grade of all materials, including sills to be used in the
falsework; Design loads on mud sills or other falsework supports; Horizontal forces imposed on the
falsework and used for design purposes; Details of splices of supports for motorized finishing machines,
' and the like. The Contractor is to submit three copies of the drawings to the Engineer at least one week
prior to construction of the falsework.
The grades and stresses of all materials shall be in accordance with the Canadian Standards Association
(C.S.A.) latest revisions to standards CAN 086.1 -M and S269.1. The deflection of beams used for
falsework shall be limited to 1/360 of the span and shall be noted on the drawings.
The completed falsework shall be reviewed on site and certified as being in general conformance with the
falsework design. The letter of certification shall be signed and sealed by a Professional Engineer
licenced in Ontario. Such certification shall be submitted to the Contract Administrator not less than 24
hours prior to pouring concrete.
33) EXCESS LOADING OF MOTOR VEHICLES:
For the purpose of this contract, payment for weighed items is as follows:
Vehicles hauling material being measured for payment by weight will be paid for the actual amount
of material hauled.
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This shall not be construed to mean that the Owner condones excess loading of motor vehicles and
in no way permits the overloading of vehicles or absolves the Contractor from complying with the
provisions of the Highway Traffic Act.
34) PROTECTION OF TREES: I
The Contractor's operations shall not cause damage to the trunk or branches of trees, or flooding or
sediment deposits on areas where trees are not designated for removal.
Protective measures shall be taken to safeguard trees from contract operations, equipment and vehicles.
Unless stated elsewhere in the contract, equipment or vehicles shall not be parked, repaired, refuelled,
construction materials shall not be stored, and earth materials shall not be stockpiled within the dripline
area of any tree not designated for removal. Where the contract requires work within the dripline of trees,
operation of equipment shall be kept to the minimum necessary to perform the work required. Within
five calendar days of any damaged that may occur, branches 25 mm or greater in diameter that are
broken, shall be cut back cleanly at the break or to within 10 mm of their base, if a substantial portion of
the branch is damaged.
Roots 25 mm or larger in diameter that are exposed by the Contractor's operation shall be cut back
cleanly to the soil surface within five calendar days of exposure. Bark that is damaged by the Contractor's
operation shall be neatly trimmed back to uninjured bark, without causing further injury, within five
calendar days of damage. All damaged areas shall be treated with an approved tree paint after trimming
of damaged section of tree.
35) ONTARIO PROVINCIAL STANDARDS: I
Bidders are hereby advised that the Ontario Provincial Standards apply to this contract and are to be used
where applicable. Bidders are responsible for familiarizing themselves with the latest revisions of the
Ontario Provincial Standards.
36) GUARANTEED MAINTENANCE: '
5 % of the value of the work will be retained for a period of 12 months following the date of
completion as a guarantee of the proper performance of the work included in the contract. This amount 1
will be released without interest upon expiry of the maintenance period and correction of all deficiencies.
The maintenance holdback will be held in addition to the 10% holdback required by the Construction
Lien Act. The holdback will be retained by the Owner, commencing during the latter part of the period of
construction and generally not before the contract is approximately 80% complete.
No alternate forms of security will be considered. t
37) GARBAGE COLLECTION AND BLUE BOX RECYCLING:
The Contractor shall be responsible for co- ordinating the collection of all garbage and blue box recycling,
within the limits of the contract during construction, with the appropriate authority.
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38) DUST CONTROL
I The Contractor shall take such steps, as may be required to prevent dust nuisance resulting from the
operations either within the contract limits, on detours, or elsewhere, or by public traffic, where it is the
I Contactor's responsibility to maintain a roadway through the work.
Where the work requires the sawing of asphalt or the sawing or grinding of concrete, blades and grinders
I of the wet type shall be used together with sufficient water to prevent the incidence of dust, wherever dust
would affect traffic or wherever dust would be a nuisance to residents of the area where the work is being
carried out.
I The cost of all preventative measures required by the Contract Administrator outside the limits of the
contract shall be borne by the Contractor. The cost of such measures within the contract shall be borne by
the Contractor except in contracts where tender items include "Water for Compaction and Dust Control"
I or "Calcium Chloride" or both. In such cases, the Contractor shall be paid by the Owner at the contract
unit price(s) for the appropriate item(s).
I 39) DISPOSAL OF WASTE ASPHALT
Asphalt pavement and/or prime surface asphalt required for removal in carrying out the work of the
I various tender items included in this contract shall be disposed of either within the roadbed or outside the
contract limits.
Disposal outside the contract limits shall be at a certified waste disposal site for asphalt.
I Disposal of asphalt within the roadbed must be crushed and not contaminated with non - granular material.
The crushed asphalt may be used for backfill to sewers or as selected fill material.
I The contract price for the item requiring such work shall be full compensation for excavating, crushing,
loading, hauling, and levelling and for all other work which may be required to dispose of the asphalt
I material and for providing a suitable site for material which is to be disposed of within the roadbed or
outside the contract limits.
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I FORM OF TENDER
I Municipality of Kincardine
Goderich Street
Forcemain and Watermain Replacement
I Contract No. 12152
Tender by Omega Contrators Inc.
I residing at 4104 Brock Avenue
London, Ontario
a company duly incorporated under the laws of Ontario
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and having its head office at London, Ontario
I hereinafter called the "Bidder"
1 To -- The Municipality of Kincardine
I/We Omega Contrators Inc.
having carefully examined the locality and site of the proposed works and all contract documents relating
I thereto, including the Plans, Specifications, Drawings, Profiles, Form of Tender, Information to Bidders,
General Conditions, Special Provisions, Form of Agreement, Form of Contract Bond and Addendum/
Addenda Numbers 1 to 2 * inclusive, hereby tender and offer in accordance therewith to enter
I into a contract within the prescribed time, to construct the said work in strict accordance with the contract
documents and such further detail drawings as may be supplied from time to time, and to furnish all labour,
materials, tools, plant, matters and things necessary therefore, complete and ready for use within the time
specified for the sum of
Five Hundred Forty Four Thousand, Five Hundred Seven Dollars and Sixty Five Cents
I ($544,507.65)
I or such other sum as is determined from the actual measured quantities at the unit prices set forth in the
Tender.
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* The bidder will insert here the number of the Addenda received during the tendering period and
I taken into account when preparing the Tender.
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I THE AFORESAID SUM IS MADE UP AS FOLLOWS:
SCHEDULE OF ITEMS AND PRICES
I Item Spec. # Description Qty./Unit Price Amount
I ROADWORK • .
1 201, SP Clearing (trees all sizes) (Provisional) 10 Ea. 214.00 2,140.00
2 201, SP Grubbing (stumps all sizes) (Provisional) 10 Ea. 75.15 751.50
I 3 314, SP Granular "A" (Provisional) for Shouldering 500 t 17.08 8,540.00
I 4 310, SP Hot Mix HL -4 785 t 93.59 73,468.15
I 5 310, SP Hot Mix Miscellaneous (Provisional) 50 m 48.83 2,441.50
I 6 355, SP Remove and relay precast concrete unit 20 m 111.72 2,234.40
pavers (Provisional)
I 7 301, SP Restoring roadway surfaces 1 L.S. 5,690.00
8 510, SP Removal of bituminous pavement 50 m 16.94 847.00
I (Provisional)
I 9 310, 510 Full depth asphalt removal 3765 m 1.16 4,367.40
SP
I 10 408, SP Adjust existing maintenance holes and 5 Ea. 234.05 1,170.25
catch basin grates
1 11 510, SP Removal of existing air valve chamber 1 L.S. 1,007.00
I Sub -Total Roadwork -- 102,657.20
• FORCEMAIN
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12 412, 507 Supply, excavate for and place forcemain
I SP including bedding, native backfill and
restoration to top of Granular 'A' grade
and/or original ground
I 583 m 149.80 87 333.40
a) 250 mm PVC DR18 ,
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' Item Spec. # Description Qty./Unit Price Amount
13 507, 701 Supply, excavate for, place and
SP backfill ductile iron fitting, including cathodic
protection and mechanical thrust restraints
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a) 250 x 250 x 100 mm tee 2 Ea. 496.20 992.40
I b) 250 mm 22 bend 3 Ea. 368.80 1,106.40
I c) 250 mm 11 bend 2 Ea. 368.80 737.60
I d) 250 mm transition coupling PVC to P.E. 2 Ea. 536.80 1,073.60
e) connect to existing forcemain 2 Ea. 5,807.50 11,615.00
14 407, 516 Supply and install air release valve 1 Ea. 9,100.00 9,100.00
SP in existing forcemain bypass chamber
I including tapping sleeve and gate valve
15 407, 516 Supply, excavate for and place direct bury air 2 Ea. 10,783.50 21,567.00
I SP release chambers including bedding, native
backfill, restoration, valve, piping, fittings,
I pre -cast adjustment ring, frame and grate
16 507, SP Testing, swabbing and flushing of 1 L.S. 1,351.00
I forcemains
I Sub -Total Forcemain -- 134,876.40
WATERMAINS
I 17 492 441 Supply, excavate for, place watermain
ppY> >p
442, SP including bedding, native backfill and
I restoration to top of Granular 'A' grade
and/or original ground
I a) 150 mm PVC DR18 575 m 104.39 60,024.25
I 18 492, 441, Supply, excavate for, place and
SP backfill ductile iron fittings, including
cathodic protection and mechanical thrust
I restraints
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T-4
' Item Spec. # Description Qty./Unit Price Amount
I a) 150 mm dia. gate valves 5 Ea. 790.60 3,953.00
b) 150 x 150 x 150 mm tees 4 Ea. 279.40 1,117.60
I c) 150 mm 90 bends . 1 Ea. 191.60 191.60
150 mm 45 bends 2 Ea. 183.60 367.20
I d)
e) 50 mm blowoff complete p assembly, 1 Ea. 502.00 502.00
I f) Fire hydrants 4 Ea. 2,981.38 11,925.52
g) Connect to existing watermain 1 Ea. 2,831.70 2,831.70
I h) 300 mm dia. hydrant extension (Provisional) 1 Ea. 673.00 673.00
I 19 441, SP Supply, excavate for
9 , place and p
backfill water service fitting, incl.
I tapping main and all connections
a) 19 mm main stops 19 Ea. 74.00 1,406.00
I b) 25 mm main stops 1 Ea. 86.00 86.00
I c) 19 mm curb stops 19 Ea. 144.00 2,736.00
d) 25 mm curb stops 1 Ea. 175.00 175.00
e) 19 mm saddles 19 Ea. 476.50 9,053.50
I f) 25 mm saddles 1 Ea. 484.50 484.50
I 20 492, 441, Supply, excavate for, place and
SP backfill water services, including
bedding, and all required connections,
I cathodic protection, native backfill and
restoration
I a) 19 mm dia. service tubing 275 m 87.36 24,024.00
installed by trenching
I b) 25 mm dia. service tubing 10 m 126.74 1,267.40
installed by trenching
I
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T- 5(Revised)
I Item Spec. # Description Qty./Unit Price Amount
21 441, SP Swabbing, hydrostatic pressure testing, 1 L.S. 871.00
I disinfection, and flushing of watermains
Sub -Total Watermains -- 121,689.27
I PROVISIONAL ITEMS
22 314, SP Supply and place imported granular bedding 100 m 26.75 2,675.00
I where conditions warrant and as directed
I 23 314, 514, Supply and place approved imported 1000 t 8.50 8,500.00
SP granular material in sewer /forcemain
trenches where native material is
I unsuitable, including removal of a similar
amount of unsuitable material
24 517, 518 Dewatering of forcemain 450 m 17.65 7,942.50
805, SP
I 25 410, 504 Reconnect existing drains and services 25 m 32.98 824.50
(up to 250 mm dia.)
I SP
26 SP Remove and reinstate Canada Post mailbox 1 Ea. 851.00
851.00
I Total Provisional Items -- 20,793.00
MISCELLANEOUS ITEMS
27 543, SP Traffic control 1 L.S. 8,560.00
1
28 SP Cost of 100 % % Performance Bond and 1 L.S. 3,379.31
I 100% Labour and Material Payment Bond
and Cost of Insurnace
1 29 SP Contingency allowance 1 L.S. 50,000.00
30 SP Lump sum to cover all other requirements 1 L.S. 39,910.00
I of the contract not specifically covered
by or related to the preceding items
I Total Miscellaneous Items -- 101,849.31
T -6
Item Spec. # Description Qty./Unit Price Amount
Sub -Total 481,865.18
13% HST 62,642.47
TOTAL TENDER 544,507.65
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I T -A
STANDARD TENDER REQUIREMENTS
I
I/We agree to complete the work within the time specified in the Information to Bidders.
I I/We also agree that this Tender is subject to a formal contract being prepared and executed.
I In submitting this Tender for the work, the Tenderer further declares:
I (a) That no person, firm or corporation other than the one whose signature or seal is attached
below, has any interest in this tender or in the contract proposed to be taken;
I
(b) That this tender is made without any connection, knowledge, comparison of figures or
I arrangement with any other company, firm or person making a tender for the same work
and is in all respects fair and without collusion or fraud;
(c) That no member of the Municipal Council or any officer of the Owner will become
interested directly or indirectly as a contracting party without disclosing his interest and
I otherwise complying with "the Municipal Conflict of Interest Act, RSO 1990 ";
(d) That the offer shown in the Schedule of Items and Prices is to continue open to
acceptance until the formal contract is executed by the successful Tenderer for the said
I work or until thirty (30) days after the tender closing date, whichever event occurs first
and that the Owner may at any time within that period without notice, accept this tender
whether any other tender had been previously accepted or not;
I
(e) That if we, the undersigned, withdraw this tender before the Owner shall have considered
I the tenders and awarded the contract at any time within thirty (30) days after the tender
closing date, the amount of the deposit accompanying this tender shall be forfeited to the
Owner;
I
(0 That the awarding by the Owner of the contract based on this tender shall be an
I acceptance of the tender;
I (g) The Tenderer solemnly declares that the several matters stated in the foregoing tender are
in all respects true;
I T -A Date Specified.doc
I T -B
(h) That if this tender is accepted, we the undersigned agree to furnish an approved surety
I bond for the proper fulfilment of the contract and to execute the Agreement in triplicate
within ten (10) days after being notified so to do. In the event of default or failure on our
part to do so, we the undersigned agree that the Owner shall be at liberty to retain the
I money deposited by us to the use of the Owner, and to accept the next lowest or any
tender or to advertise for new tenders or to carry out the works in any other way deemed
best and we also agree to pay to the said Owner the difference between this tender and
I any greater sum which the Owner may expend or incur by reason of such default or
failure, or by reason of such acting, as aforesaid, on their part including the cost of any
I advertising for new tenders and to indemnify and save harmless the said Owner and its
officers from all loss, damage, cost, charges and expenses which they may suffer or be
put to by reason of any such default or failure on our part.
I The "Agreement to Bond" of the Aviva Surety
Company, a company lawfully doing business in the Province of Ontario, to furnish a
I Performance Bond and a separate Labour and Material Payment Bond, each in an amount equal
to 100% of the contract price, is enclosed herewith.
I A certified cheque for the sum of Thirty Thousand Dollars
($30,000.00) is attached hereto.
I
DATED AT London this 17
II day of December , 20 12 .
I
I (Singed ( Si gn ed and Sealed
Signature of Witness Signature of Bidder
I NOTE:
I If the tender is submitted by or on behalf of an incorporated company, it must be signed in the
name of such company by the duly authorized officers and the seal of the corporation must be
affixed. If the tender is submitted by or on behalf of an individual or a partnership, a seal must
I be affixed opposite the signature of the individual or the partner.
I
12152 -T -B 2 Bonds.docx
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STATEMENT RE: SUB- CONTRACTORS
The following is a list of Sub - Contractors or Sub - Trades intended to be used in the execution of
the contract showing the approximate portion of the work to be allotted to each.
' ITEM SUB - CONTRACTORS
' Name and Address Percent of
Contract
1.
' Paving Lavis, Clinton 13%
2.
3.
4.
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1 5.
6.
7
8.
' 9.
' 10.
11.
' 12.
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I AGREEMENT TO BOND
(PERFORMANCE BOND AND LABOUR AND MATERIALS PAYMENT BOND)
I **
I •
I Date: , 20_
PROJECT NO.
I CONTRACT NO.
TO:
Dear Sirs:
RE:
1
In consideration of
I (hereinafter referred to as "the Owner ") accepting the tender of and executing an Agreement with:
(hereinafter referred to as "the Tenderer ") for the construction of
I subject to the express conditions that the Owner receive the Performance Bond and the Labour and
Material Payment Bond in accordance with the said tender, we the undersigned hereby agree with the
I Owner to become bound to the Owner as surety for the Tenderer in a Performance Bond and a Labour and
Material Payment Bond each in an amount equal to 100% of the contract price, in the forms of
Performance Bond and Labour and Material Payment Bond provided and in accordance with the said
I tender, and we agree to furnish the Owner with said Bonds within seven (7) days after notification of the
acceptance of the said tender and execution of the said Agreement by the Owner has been mailed to us.
I Yours very truly,
I (Seal)
I NOTE: This Agreement to Bond must be executed on behalf of the Surety Company by its authorized
officers under the company's corporate seal. Of the two forms bound herein, one shall become a part of
the tender and the other shall be retained by the Surety Company.
I * * Enter the name and address of the Surety Company at the top of the page.
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PERFORMANCE BOND
Bond No. Project No.
Amount $ Contract No.
1
KNOW ALL MEN BY THESE PRESENTS, that we
hereinafter called "the Principal"
' and
hereinafter called "the Surety",
are jointly and severally held and firmly bound unto
hereinafter called "the Obligee" its successors and assigns, in the
sum of Dollars ($ )
of lawful money of Canada, to be paid unto the Obligee, for which payment well and truly to be
made we the Principal and Surety jointly and severally bind ourselves, our and each of our respective
heirs, executors, administrators, successors and assigns by these presents.
SIGNED AND SEALED with our respective seals and dated this day of
1 20
WHEREAS by an agreement in writing dated the day of , 20 _,
the Principal has entered into a contract with the Obligee, hereinafter called "the Contract ", for the
construction, alteration, repair or maintenance of a public work, namely
which Contract is by reference herein made a part hereof as fully in the Contract provided, y p y to all
' intents and purposes as though recited in full herein.
NOW THEREFORE THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal
' shall at all times duly perform and observe the Contract including all the terms and conditions
thereof, to the satisfaction of the Obligee and shall at all times fully indemnify and keep indemnified
the Obligee from and against all and any manner of loss, damage, expense, suits, actions, claims,
' liens, proceedings, demands, awards, payments and liabilities arising out of or in any manner based
upon or attributable to the Contract and shall fully reimburse and repay the Obligee for all outlay,
expense, liabilities, or payments incurred or undertaken to be made by the Obligee pursuant to the
Contract, then this obligation shall be void, but otherwise it shall be and remain in full force and
effect.
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Performance Bond Page 2
Provided further and it is hereby agreed and declared that there shall be no liability under this
instrument of the Principal and Surety for payment of any claims for labour, material or services used
or reasonably required for use in the performance of the Contract to the extent the amount of such
1 claims is paid pursuant to a Labour and Materials Payment Bond.
Provided always and it is hereby agreed and declared that the Obligee and the Principal have the right
to change, alter and vary the terms of the Contract and that the Obligee may in its discretion at any
time or times take and receive from the Principal any security whatsoever and grant any extension of
time thereon or on any liability of the Principal to the Obligee.
•
' Provided further and it is hereby agreed and declared that the Principal and the Surety shall not be
discharged or released from liability hereunder and that such liability shall not be in any way affected
by any such changes, alterations, or variations, taking or receiving of security, or extension of time,
as aforesaid, or by the exercise by the Obligee of any of the rights or power reserved to it under the
Contract or by its forbearance of exercise any such rights or powers, including (but without
restricting the generality of the foregoing) any changes in the extent or nature of the works to be
constructed, altered, repaired or maintained under the Contract, or by any dealing, transaction,
forbearance or forgiveness which may take place between the Principal and the Obligee.
and declared that the Surety shall not be liable for
Provided further and it is hereby agreed an ty a greater
sum than that specified in this bond.
In Witness Whereof the Principal and the Surety have executed these presents.
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1 SIGNED AND SEALED BY THE PRINCIPAL )
) Per:
In the presence of: )
1 ) Per:
) Principal
Witness )
1 )
Occupation )
I )
Address ) Surety
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LABOUR AND MATERIAL PAYMENT BOND
Bond No. Project No.
., Amount $ Contract No.
' KNOW ALL MEN BY THESE PRESENTS, that we
hereinafter called "the Principal ",
and
hereinafter called "the Surety ",
are jointly and severally held and firmly bound unto
as Trustee,
hereinafter called the "Obligee ", for the use and benefit of the Claimants, their and each of the
their heirs, executors, administrators, successors and assigns, in the amount of
Dollars ($ )
1 of lawful money of Canada, for the payment of which sum well and truly to be made we the
Principal and Surety jointly and severally bind ourselves, our and each of our respective heirs,
executors, administrators, successors and assigns by these presents.
WHEREAS by an agreement in writing dated the day of 20
the Principal entered into a contract with the Obligee, hereinafter called "the Contract ", for
111 which Contract is by reference herein made a part hereof as fully to all intents and purposes as
though recited in full herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if the Principal
111 shall make payment to all Claimants for all labour and material used or reasonably required for
use in the performance of the Contract, then this obligation shall be null and void; otherwise it
shall remain in full force and effect, subject, however, to the following conditions:
Labour and Material Payment Bond Page 2
1. A Claimant for the ose of this Bond is defined as one having a direct contract with the
Pin'P g
Principal for labour, material, or both, used or reasonably required for use in the
performance of the Contract, labour and material being construed to include that part of
water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment, directly
applicable to the Contract provided that a person, firm or corporation who rents equipment
' to the Principal to be used in the performance of the Contract under a contract which
provides that all or any part of the rent is to be applied towards the purchase price thereof
' shall only be a Claimant to the extent of the prevailing industrial rental value of such
equipment for the period during which the equipment was used in the performance of the
Contract.
' 2. The Principal and the Surety hereby jointly and severally agree with the Obligee, as
Trustee, that every Claimant who has not been paid as provided for under the terms of his
contract with the Principal, before the expiration of a period of ninety (90) days after the
date on which the last of such Claimant's work or labour was done or performed or
materials were furnished by such Claimant, may as a beneficiary of the trust herein
provided for, sue on this Bond, prosecute the suit to final judgment for such sum or sums
as may be justly due to such Claimant under the terms of his contract with the Principal and
have execution thereon. Provided that the Obligee is not obliged to do or take any act,
action or proceeding against the Surety on behalf of the Claimants, or any of them, to
enforce the provisions of this Bond. If any act, action or proceeding is taken either in the
name of the Obligee or by joining the Obligee as a party to such proceeding, then such act,
action or proceeding, shall be taken on the understanding and basis that the Claimants, or
any of them, who take such act, action or proceeding shall indemnify and save harmless the
' Obligee against all costs, charges and expenses or liabilities incurred thereon and any loss
or damage resulting to the Obligee by reason thereof. Provided still further that, subject to
the foregoing terms and conditions, the Claimants or any of them, may use the name of the
Obligee to sue on and enforce the provisions of this Bond.
3. No suit or action shall be commenced hereunder by any Claimant:
(a) Unless such Claimant shall have given written notice within the time limits hereinafter set
forth to each of the Principal, the Surety and the Obligee, stating with substantial accuracy
the amount claimed. Such notice shall be served by mailing the same by registered mail, or
served in any manner in which legal process may be served in the Province of Ontario, to
the Principal, the Surety, and the Obligee, at any place where an office is regularly
' maintained for the transaction of business by such persons. Such notice shall be given:
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Labour and Material Payment Bond Page 3
1) in respect of any claim for the amount or any portion thereof required to be held back
from the Claimant by the Principal under either the terms of the Claimant's contract
' with the Principal or under the Construction Lien Act, Chapter 6, S.O. 1983 applicable
to the Claimant's contract with the Principal, whichever is the greater within one
hundred and twenty (120) days after such Claimant should have been paid in full under
' the Claimants contract with the Principal.
2) in respect of any claim other than for the holdback, or portion thereof, referred to
above, within one hundred and twenty (120) days after the date upon which such
Claimant did, or performed, the last of the work or labour or furnished the last of the
materials for which such claim is made, under the Claimant's contract with the
Principal.
(b) After the expiration of one (1) year following the date on which the Principal ceased work
on the Contract, including work performed under the guarantees provided in the Contract.
(c) Other than in a Court jurisdiction in the Province of Ontario, and the parties hereto agree to
submit to the jurisdiction of such Court.
4. The amount of this Bond shall be reduced by, and to the extent of any payment or
payments made in good faith, and in accordance with the provisions hereof, inclusive of
the payment by the Surety of claims under the Construction Lien Act, whether or not such
I claims be presented under and against this Bond.
PROVIDED ALWAYS and it is hereby agreed and declared that the Obligee and the Principal
have the right to change, alter and vary the terms of the Contract, and that the Obligee may in its
' discretion at any time or times take and receive from the Principal any security whatsoever and
grant any extension of time thereon or on any liability of the Principal to the Obligee.
I PROVIDED FURTHER and it is hereby agreed and declared that the Principal and the Surety
shall not be discharged or released from liability hereunder and that such liability shall not be in
any way affected by any such changes, alterations, or variations, taking or receiving of security,
' or extension of time, as aforesaid, or by the exercise by the Obligee of any of the rights or powers
reserved to it under the Contract or by its forebearance to exercise any such rights or powers,
including (but without restricting the generality of the foregoing) any changes in the extent or
' nature of the works to be constructed, altered, repaired or maintained under the Contract, or by
any dealing, transaction, forebearance or forgiveness which may take place between the Principal
and the Obligee.
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PROVIDED FURTHER and it is hereby agreed and declared that the Surety shall not be liable
for a greater sum than that specified in this Bond.
IN WITNESS WHEREOF the Principal and the Surety have AFFIXED THEIR SIGNATURES
AND CORPORATE SEALS this day of , 20 .
' SIGNED AND SEALED BY THE PRINCIPAL )
)
In the presence of: )
)
Principal
Witness )
1 )
Occupation )
)
1 Address ) Surety
I
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SCHEDULE OF PLANS, SPECIFICATIONS, GENERAL CONDITIONS & STANDARDS
The work specified in this contract will be performed in strict accordance with the following plans,
P P gp
specifications, General Conditions, standards, etc. for the Municipality of Kincardine, Goderich
Street Forcemain and Watermain Replacement Contract No. 12152.
' A. SPECIAL PROVISIONS - Pages SP -1 to SP -27
B. PLANS - Drawing Nos. 1 to 5
C. INFORMATION TO BIDDERS - Pages IB - to IB -
D. STANDARD SPECIFICATIONS
Ontario Provincial Standard Specification Numbers shall apply to this contract mutatis
mutandis. Only the most recent specifications shall apply to this contract.
' 180 - Nov /11 310-Apr/11 407 - Nov /07 504- Nov /09 701 - Nov /09 802 - Nov /10
201 - Nov /11 314- Nov /04 408 - Nov /07 507- Nov /05 804 - Nov /10
206 - Nov /09 355- Nov /06 410 - Apr /08 510- Apr /10
412- Nov /09 514- Nov /09
441 - Nov /10 516- Nov /05
442-Nov/10 517-Nov/10
492 - Nov /10 518- Nov /11
1 543- Dec /90
E. STANDARD DRAWINGS
1 802.010 1103.010 BMROSS
802.030 1103.020 208
' 802.031 1 104.010 1101
802.032 1105.010 1106M
1109.011 Figure 1
F. FORM OF TENDER
G. SUPPLEMENTAL GENERAL CONDITIONS - SGC -1
H. GENERAL CONDITIONS - OPSS.MUNI 100 Rev. Date: 11/2006
I. AGREEMENT
J. PERFORMANCE BOND
K. LABOUR AND MATERIAL PAYMENT BOND
L. CONTRACT RELEASE
M. STATUTORY DECLARATION RE PAYMENT OF ACCOUNTS
N. STATUTORY DECLARATION RE LIENS AND LIABILITIES
1
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� SPECIAL PROVISIONS
I
TABLE OF CONTENTS
General
I
Disposal of Surplus Materials SP -1
Restoration SP -1 I
Co- ordination of Work by Others SP -2
Item No. 1 Clearing (Trees All Sizes) (Provisional) SP -2 I
Item No. 2 Grubbing (Stumps All Sizes) (Provisional) SP -2
Item No. 3 Granular "A" (Provisional for Shouldering) SP -3 I
Item Nos. 4 & 5 Hot Mix HL -4 and Hot Mix Miscellaneous SP -3
Item No. 6 Remove and Relay Precast Concrete Unit Pavers (Provisional) SP -6
I
Item No. 7 Restoring Roadway Surfaces Sp -7
Item No. 8 Removal of Bituminous Pavement (Provisional) Sp -7
Item No. 9 Full Depth Asphalt Removal SP -7
Item No. 10 Adjust Existing Maintenance Holes and Catch Basins to Grade SP -7
Item No. 11 Removal of Existing Air Release Chamber SP -8 ,
Item Nos. 12&13 Forcemains SP -8
Item No. 14 Supply and Install Air Release Valve in Existing Forcemain SP -10
I
By -Pass Chamber
Item No. 15 Supply and Install Direct Bury Air Release Chambers SP -1
I
Item No. 16 Testing, Flushing, and Swabbing of Forcemains SP -11
Item Nos. 17 -20 Watermain Installation SP -11 I
Item No. 21 Swabbing, Hydrostatic Pressure Testing, Disinfection and SP -20
Flushing of Watermains
I Item No. 22 Supply and Place Imported Granular Bedding SP -24
Item No. 23 Supply and Place Imported Granular Backfill SP -24 I
Item No. 24 Dewatering of Forcemain SP -24
Item No. 25 Reconnect Existing Drains and Services (up to 250 mm dia.) SP -25
Item No. 26 Remove and Reinstate Canada Post Mailbox and Base SP -26 I
Item No. 27 Traffic Control SP -26
Item No. 28 Bonding and Insurance SP -27 I
Item No. 29 Contingencies SP -27
Item No. 29 Lump Sum for Other Requirements SP -27
1
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SP -1
I GENERAL
I DISPOSAL OF SURPLUS MATERIALS
All excavated material shall become the property of the Contractor, and the Contractor's unit
I price bid for the item shall include the cost of loading, hauling, dumping and levelling the .
material as directed by the Contract Administrator. The Contractor's management of excess
I materials shall be in accordance with OPSS 180.
1. Earth material shall be disposed of by the Contractor, outside the contract limits.
I 2. Asphalt shall be disposed of by the Contractor, at an approved site outside the contract
limits.
1 3. Concrete shall be disposed of by the Contractor outside the contract limits.
I RESTORATION
When noted in the Form of Tender or identified in the Special Provision, the unit price bid for
I the appropriate item(s) shall include complete restoration. All restoration shall be as noted
below in the General Restoration Requirements.
General Restoration Requirements
I All restoration shall be in accordance with OPSS 492 and the following:
(a) Lawn Areas -- 100 mm of approved topsoil levelled and graded to conform to the
I existing ground, followed by nursery sod approved by the Contract Administrator.
(b) Non -lawn, Non - roadway areas -- 100 mm of approved topsoil levelled and graded to
conform to the existing ground, followed by an approved seed and mulch application.
I (c) Where existing roadway /driveway is paved -- 300 mm minimum of Granular `B ",
150 mm of Granular "A ", and 50 mm of HL -3 in driveways, or 2 -40 mm lifts of HL -4
minimum in roadways or to match the depth of existing asphalt. Where 2 or more lifts of
I asphalt are required against existing pavement, a stepped joint shall be prepared by
removing 0.5 m wide by the depth of the existing surface course prior to paving.
(d) Where existing roadway /driveway is gravel -- 300 mm of Granular `B "; and 150 nun of
I Granular "A ".
(e) Where existing driveway is concrete -- 300 mm minimum of Granular `B" and 150 mm
of Granular "A "; for residential drives -- 150 mm of 30 MPa concrete with crushed
I limestone; and for commercial drives -- 200 mm of 30 MPa concrete with crushed
limestone.
(f) Where existing driveway is brick or unit pavers — 300 mm minimum of Granular `B" and
I 150 mm of Granular "A" and 25 mm to 38 mm of limestone screening and match existing
patterns.
(g) All disturbed or damaged concrete structures, such as sidewalks, curbs and gutter, etc.,
I shall be removed and replaced.
i
SP -2
(h) Prior to the expiration of the maintenance holdback, the contractor shall repair all
settlements. Settlements of lawns, non -lawns or non - roadway areas shall be restored by
applying sufficient topsoil to the settled area followed by an application of approved seed
and mulch. Asphalt settlements shall be restored by milling the deficient area followed
by the placement Hot Mix Asphalt (HMA). All repairs shall be in accordance with OPSS
802, OPSS 804, and OPSS 310.
NOTE
• In (a) and (b) above, it will be the Contractor's responsibility to ensure a catch of grass at the
termination of the contract.
• All asphalt surfaces shall be saw -cut prior to resurfacing.
• All concrete structures shall be saw -cut prior to replacement.
CO ORDINATION OF WORK BY OTHERS
The Contractor will co- ordinate his work with local utility companies for the installation of new
underground ducts. When it is impossible to avoid working in the area at the same time, a
barrier will have to be maintained to have separation in time and space between the Contractor
and the utility company. Where necessary, the Contractor shall move the operation to another
part of the contract and give the utility sufficient time to complete any work deemed necessary at
that time during the contract.
ITEM NO. 1 '
CLEARING (TREES ALL SIZES) (Provisional)
For the unit price bid, the Contractor shall cut down and remove each tree, including all wood,
branches, or debris. The wood shall be disposed of by the Contractor at his own expense or at a
place approved by the Contract Administrator at the time of construction. The Contractor shall '
be responsible for damage to all underground utilities adjacent propert y persons etc and shall
make restitution for such damage to the satisfaction of the Contract Administrator. This item
shall apply to all trees shown for removal on the plans or designated at the time of construction.
OPSS 201 will not apply to the size of the trees.
ITEM NO.2
GRUBBING (STUMPS ALL SIZES) (Provisional)
For the unit rice bid, the Contractor shall completely remove all stumps and roots designated P P Y p s gnated on
the plans or directed by the Contract Administrator at the time of construction. The Contractor
shall dispose of all stumps and debris at a site arranged by him at his own expense and approved
by the Contract Administrator. The Contractor shall be responsible for damage to all
underground utilities, sidewalks, adjacent property, persons, etc. and shall make restitution for
such damage to the satisfaction of the Contract Administrator. OPSS 201 will not apply to the
size of stumps.
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SP -3
ITEM NO.3
GRANULAR "A" (Provisional for Shouldering)
For the unit rice bid, the Contractor shall supply to the site, place, fine grade and compact
, pp Y , p , �' pact
Granular "A" materials required in the roadway for shouldering as directed by the Contract
Administrator and as detailed on the drawings. The unit price bid will also include the cost of
removing a similar amount of excavated material.
ITEM NOS. 4 & 5
HOT MIX HL -4 AND HOT MIX MISCELLANEOUS
General
For the unit price bid, the Contractor shall supply all labour, equipment and materials, for the
execution of paving work in accordance with OPSS 310 for Marshall mixes of Hot Mix Asphalt
' (HMA).
The Contractor's unit price bid for this item shall also include all ramping, transverse joints,
and/or removal of all transverse joints and all deramping at structures, sidewalk drops and
driveway entrances, as directed by the Contract Administrator.
If applicable, tack coating will be included and paid as a separate item in the contract.
All asphalt plant operations shall comply with municipal regulations and ordinances governing
the area in which the plant is located.
The Contractor will be required to submit a mix design for approval prior to commencing
' the paving operations.
Materials
Performance graded asphalt cement shall be PG 58 -28. The Performance Graded Asphalt
' Cement (PGAC) will conform to OPSS 1101 for the specified grade.
Construction
' • When the Hot Mix Price Adjustment is part of the contract, Hot Mix asphalt sampling Adjustment p p p g and
testing is a requirement of the contract and all costs to be paid by the Contractor.
• Asphalt cement sampling and testing is not a requirement of the contract.
• The contractor is responsible for all Quality Control (QC) testing. The QC documentation
shall be made available to the Contract Administrator upon request.
• Quality control testing are to be used for acceptance in place of Quality Assurance test
results.
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i
SP -4
• 450 nun stepped joints are required when placing HMA adjacent to existing p aved areas with
an existing asphalt depth of 100 mm or more.
• Hot Mix Asphalt padding shall be placed prior to placing the surface course of asphalt. The
tonnage required for HMA padding will be included with the appropriate HMA item.
OPSS 310.07.11.04 Longitudinal and Transverse Joints is amended as follows: '
b. Where a surface course is placed flush against an existing HMA pavement, a stepped joint
shall be prepared by removing the existing surface course to its full depth for a length of 0.5
m and the remaining depth shall be trimmed to form a straight vertical face (see Asphalt
Joint Detail BMROSS 208). Removal of existing surface course shall be by means of
burning out or a milling machine.
Hot Mix Miscellaneous
The Contractor shall also take note that he is to pave designated drives, boulevards and areas
behind the curb as directed by the Contract Administrator. This hand laid asphalt will only apply
to areas that, in the opinion of the Contract Administrator, do not permit the operation of a
paving machine. The supply of the HL -3 for these areas shall be included under the item for Hot
Mix Miscellaneous. I
Hot Mix Miscellaneous shall be measured in square metres. In areas where Hot Mix
Miscellaneous is designated on the plans and more than one 50 mm lift of Hot Mix is required,
measurement for payment will be made as if two single courses of Hot Mix were required.
This item will only be used where, in the opinion of the Contract Administrator, it is '
necessary to regrade existing asphalt driveways to match edge of pavement grade.
Hot Mix Price Adjustment ,
Payment to the contractor for hot mix to be based on changes to the Ministry of Transportation's
performance graded asphalt cement price index as presented herein.
The price index will be published monthly in the MTO Contract Bulletin and displayed on the
OHMPA (www.ohmpa.org) and the MTO website (www.rags.mto.gov.on.ca). The price index
will be used to calculate the amount of the payment adjustment per tonne of asphalt cement
accepted into the Work.
The price index will be based on the price, excluding taxes, FOB the depots in the Toronto area,
of asphalt cement grade PG 58 -28 or equivalent. One index will be used to establish and
calculate the payment adjustment for all grades. As of July 2006 the price index for each month
will reflect the average of the same month's prices and be published on the last day of the month
and be retroactively applied to HMA laid in the same month.
1
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SP -5
A payment adjustment a ent asphalt cement will be established for each month in which
per tonne of as P
paving occurs when the price index for the month differs by more than $15.00 /tonne from the
' AC price index for the month prior to tender opening. When the price index differential is less
then $15.00 /tonne, there will be no payment adjustment for that month. Payment adjustments
due to changes in the price index are independent of any other payment adjustments made to hot
mix tender items.
The payment adjustment per tonne will apply to the quantity of asphalt cement in the hot mix
accepted into the Work during the month for which it is established. The payment adjustment
for the month will be calculated by the following means:
1. When AC Prices are Rising by more than $15.00 /tonne: the payment adjustment to be
paid to the Contractor is the result of subtracting the price index as established by the
Contract Administrator from the price index in effect when paving takes place, minus
the $15.00 float, multiplied by the number of tonnes of PGAC incorporated in the mix(s)
as determined by the job mix formula.
1 2. When AC Prices are Falling by more than $15.00 /tonne: the payment adjustment made
in favour of the Owner is the result of subtracting the price index in effect when paving
' takes place, plus the $15.00 float from the price index for as established by the
Contract Administrator, multiplied by the number of tonnes of PGAC incorporated in
the mix(s) as determined by the job mix formula.
3. When Paving Occurs After the Date of Completion: The price index for the month of
completion shall be used when determining the payment adjustment should the paving be
' performed after the specified completion date. The calculations used in determining the
payment, regardless of rising AC prices or falling AC prices, shall be as indicated above.
1 4. The tender price and Hot Mix Price Adjustment will be based on $850 /tonne liquid
asphalt.
' For mixes which contain reclaimed asphalt pavement, the quantity of new asphalt cement will be
determined from the difference between the asphalt cement content required by the job mix
formula and the asphalt cement content of the reclaimed asphalt pavement incorporated into the
hot mix, as calculated by the Contract Administrator.
The quantity of new asphalt cement includes all grade of asphalt cement supplied by the
Contractor with and without polymer modifiers. For each month in which a payment adjustment
has been established, the quantity of the escalation/de- escalation will be calculated using the hot
' mix quantity accepted into the Work and its corresponding asphalt cement content as required by
the job mix formula.
t For mixes which contain reclaimed asphalt pavement, the increase due the contractor or the
rebate due the owner will be calculated as if virgin hot mix asphalt has been supplied. This fairly
reflects the increasing value of the Contractor's RAP pile when AC prices are increasing and the
opposite when they are declining.
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SP -6
Example 1— AC Prices Increasing
• PGCA 58 -28 specified, 1,100 tonnes of HL4 @ 5.2% AC (57.2 tonnes AC)
• The Price Index on tender opening is $900 /tonne
• The applicable Price Index as published on August 31 effective for the August 17 -24
2009 actual paving dates is $950.00 /tonne (PG 58 -28)
• Payment adjustment to be paid to the Contractor:
($950 - $15.00) - $900.00 x 57.2 tonnes AC = $35.00 x 57.2 tonnes AC = $2,002.00
Example 2 — AC Prices Decreasing i
• PGAC 58 -28 specified, 1,100 tonnes of HL4 @ 5.2% AC (57.2 tonnes AC)
• The Price Index on tender opening is $900.00 /tonne (PG 58 -28)
• The applicable Price Index as published on September 30st effective for the September
1 lth -18th, 2009 actual paving dates in $775.00 /tonne (PG 58 -28)
• Payment for hot mix items reduced by:
• $900.00 — ($775.00 + $15.00) x 57.2 tonnes AC = $110 x 57.2 tonnes AC = $6,292.00
ITEM NO. 6 '
REMOVE AND RELAY PRECAST CONCRETE UNIT PAVERS (Provisional)
For the unit price bid, the Contractor shall supply all labour, equipment and material to remove,
salvage and re -lay the existing concrete unit pavers as indicated on the contract drawings or as
directed by the Contract Administrator. When relaying the unit pavers, the contractor will match
the pre - construction pattern.
Any additional pavers required shall be supplied by the Owner and any surplus pavers shall
become the property of the Owner.
Construction •
• Setting bed for the pavers to be 25mm of limestone screening,
• Joint filler to be a clean, sharp natural, fine masonry sand. '
• Sealer to be applied as per manufacturer's specifications.
All materials required for setting bed, joint filler and sealer shall be included in the unit price bid
for this item. I
All other work shall be in accordance with OPSS 355.
This item will only be used where, in the opinion of the Contract Administrator, � P ator, it is
necessary to regrade existing concrete unit paver (brick) driveways to match edge of
pavement.
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SP -7
' ITEM NO. 7
RESTORING ROADWAY SURFACES
For the unit price bid, the Contractor shall fine grade the roadway surfaces and include water
required for compaction and calcium for dust suppression. The Contractor shall fine grade and
•
' compact the roadway as per the typical section shown on the contract drawings or as directed by
• the Contract Administrator at the time of construction.
Approximate area for restoring is 3765 square metres.
Note: The Contractor shall regrade the roadway to match all driveways on the east side of the
' road. Existing elevations have been shown on the contract drawings. The Contractor shall
ensure positive drainage is maintained for all driveways and that the regraded road surface has
positive drainage to the west. Some boulevard regarding may be required to achieve this and
shall be included in the lump sum price for this item.
ITEM NO. 8
REMOVAL OF BITUMINOUS PAVEMENT (Provisional)
For the unit price bid, the Contractor shall supply all labour and equipment to remove and
dispose of bituminous pavement from those areas or as directed by the Contract Administrator at
the time of construction. This item will only be used for removal of asphalt within existing
' driveways in conjunction with Item No. 5.
Disposal of asphalt shall be as outlined under the General SP- Disposal of Surplus Materials.
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ITEM NO. 9
FULL DEPTH ASPHALT REMOVAL
For the unit price bid, the Contractor shall remove the existing bituminous pavement or pulverize
to a minimum depth of 150 mm and shall ensure that 100% of the mixed material by mass passes
the 50 mm sieve and 95% passes the 37.5 mm sieve.
Payment for the unit price bid shall include all labour, materials and equipment required.
ITEM NO. 10
ADJUST EXISTING MAINTENANCE HOLES AND CATCH BASINS TO GRADE
For the unit price bid, the Contractor shall supply all labour, equipment and material to adjust the
designated maintenance holes or catch basins to the grade established by the Contract
Administrator at the time of construction. The frames and grates shall be adjusted by removing
or placing additional precast concrete adjustment units. The precast adjustment units will be
grouted into place by means of an approved mortar mix and shall be parged inside and outside
with 12 mm thick mortar coat. All work shall be carried out to the satisfaction of the Contract
Administrator.
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SP -8
Adjustment I
The adjustment of maintenance holes and catch basins will apply where the tops are to be raised 1
or lowered by 600 mm or less using adjustment units.
•
ITEM NO. 11
REMOVAL OF EXISTING AIR RELEASE CHAMBER
For the unit price bid the Contractor shall supply all labour, equipment and material to
pp Y o excavate,
remove and dispose of the existing air release chamber. The Contractor shall backfill the
excavation with approved native backfill and dispose of all debris. All frame and grates, air
valve, and fittings are to be salvaged and delivered to the Owner's works yard at the Contractor's
expense. i
ITEM NOS. 12 & 13
FORCEMAINS
Work to be Done I
Where shown on the drawings, the Contractor is required to supply all materials, plant, labour,
and equipment necessary to:
• Handle and dispose of sewage volumes in the existing forcemain as required
• Install forcemains and appurtenances
• Excavate and backfill
• Test and flush
all in accordance with OPSS 412 for open installation (vertical trench) and OPSS 450 for
installation by directional drilling (trenchless).
Payment for this item shall include the cost of all materials, granular bedding, native backfill,
testing, compaction, water, and surface restoration to top of Granular `A' grade and/or original
ground. The unit price bid shall also include any additional Granular `A' required for existing
roadway surface beyond the trench limits.
Maintenance of Flow
Operation of the existing forcemain will be interrupted during the time period the Contractor is
making connections of the new forcemain to the existing forcemain. During this time the
Contractor is responsible for the handling and disposal of the standing sewage volumes in the
existing forcemain. It is suggested that the contractor utilize vacuum trucks to remove and haul
sewage from the work site to the municipality's sewage treatment site (approx. 1.5 km travel
distance). ,
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SP -9
For information purposes, the volume of standing sewage in the existing forcemain the
Contractor will be required to collect and dispose of at the work site is approximately 55 m to
60 m
All costs related to the removal and haulage of sewage from the work site shall be included in the
unit price bid for forcemains.
' The municipality's operations staff will be responsible for the removal of the gravity system
sewage flows into the Goderich Street SPS during the time period the existing forcemain
operation is interrupted when the Contractor is making his connections.
The Contractor shall complete the connection to existing in an expeditious manner to minimize
the interruption period.
It is the responsibility of the Contractor to co- ordinate the above activities with the Municipality.
Materials
(a) Pipe
' Pipe material for forcemain installed by vertical trench installation shall be polyvinyl chloride
(PVC) DR18.
Fittings
Forcemain fittings shall be the same as that specified for watermains elsewhere in this contract.
Bedding and Backfill
Bedding and backfill shall be the same as that specified for watermains elsewhere in this
contract.
' Laying and Jointing
The laying and jointing of pipe shall conform to OPSS 412 for open cut construction.
The deflection of pipe joints, where required for offset changes, shall be as per manufacturer's
specifications.
1 Underground Warning Tape
Underground warning tape is to be secured to the forcemain piping along its entire length and
placed along the top of the cover material. Warning tape to be 15 mm in width and identified as
"CAUTION BURIED SEWAGE FORCEMAIN BELOW ". Supply and installation to be
' included in the unit price bid for forcemain.
Tracer Wire
Tracer wire requirements shall be the same as that specified for watermains elsewhere.
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SP -10
Tracer wire access points for the forcemain shall be at the direct bury combination air valve
locations as well as within the existing forcemain by -pass chamber.
Cathodic Protection
Cathodic protection shall be the same as that specified for watermains elsewhere in this contract. '
Anchoring of Forcemains
Anchoring of forcemains shall be the same as that specified for watermains elsewhere in this ,
contract.
Restoration
Restoration shall be included in the unit price bid and shall be outlined under General SP -1
Restoration.
ITEM NO. 14 1
SUPPLY AND INSTALL AIR RELEASE VALVE IN EXISTING FORCEMAIN
BY -PASS CHAMBER
For the unit price bid, the Contractor shall supply all labour, equipment and materials for
complete installation of the valve as detailed on the contract drawing. The unit price shall
include the supply and installation of the tapping sleeve, tapping of the existing forcemain, gate
valve, and combination air valve. Combination air valve to be ARI Model D- 025055 04.
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ITEM NO. 15
SUPPLY AND INSTALL DIRECT BURY AIR RELEASE CHAMBERS I
For the unit price bid the Contractor shall supply all labour, equipment and materials for
complete installation of the chamber as detailed on the drawings. The unit price shall include the '
air chamber and valve, 100 mm piping, fittings and bends, precast adjustment units, frame and
grate, foam insulation, and cathodic protection.
Bedding, cover, backfill material and restoration for the chambers and piping to be the same as
that specified for watermains elsewhere in this contract.
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SP -11
1
ITEM NO. 16
' TESTING, FLUSHING, AND SWABBING OF FORCEMAINS
The requirements of OPSS 412 shall apply. The Contractor will make his own arrangements for
water for testing, flushing and swabbing. It will be the Contractor's responsibility to make the
necessary connections to the existing system in order to carry out his testing operations.
Swabbing will be required prior to commissioning of the main and after testing and flushing. A
minimum of two (2) swabs will be passed through each section of mainline pipe to ensure that
there is no blockage, debris, etc. Swabbing shall be included in the unit price bid for the
forcemain items. The Contractor shall note that auxiliary equipment may be required for the
' swabbing operation. The Contractor shall consider the requirements for such equipment and
include the cost of such in the unit price bid for the various forcemain items. The hydrostatic test
pressure shall be 700 kPa for a minimum of 2 hours. Air testing shall not be permitted.
I
ITEM NOS. 17 - 20
WATERMAIN INSTALLATION
Work Plan
' Prior to site activities, the Contractor shall submit a Work Plan for review by the Contract
Administrator. The Work Plan shall provide the following construction details:
. connection point(s) between existing and new watermains
• source water connection(s)
• cross - connection prevention procedures and equipment
• temporary watermains, if any
• swabbing details
• hydrostatic pressure test details
. disinfection details
• dechlorination details
• flushing water disposal details
• details of final connection to existing watermain.
The Contractor shall allow two weeks for the review and approval of the Work Plan. No site
' work shall proceed until the Work Plan has been approved by the Contract Administrator. The
Work Plan shall be submitted no later than at the pre - construction meeting.
Watermain Construction and Materials
The Contractor shall obtain the approval of the Operating Authority of the proposed disruption of
service to make all connections to the existing distribution system.
The watermain construction shall be staged so as to minimize water service distribution to
•
residences. Property owners shall be informed by the Contractor a minimum of 24 hours in
to when these disruptions as o tions will occur. p
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SP -12
Only authorized Operating Authority personnel shall operate valves on existing '
Y p p g watermams for
the purpose of controlling water. No person other than the authorized Operating Authority
personnel shall shut down or charge any section of existing watermain or operate any valve for
the purpose of controlling water from existing watermains.
The Contractor shall provide the Operating Authority at least 48 hours advance notice when a I
change in control of the water is required. All necessary water supply interruptions shall be
scheduled in co- operation with the local operating authority.
The Contractor shall operate only those valves, hydrants and curb stops installed in their contract
during the construction period and prior to the date of acceptance of the Contractor's work.
After the works are accepted, only the local operating authority may operate the system.
The unit price bid for each item shall include all costs incurred in excavating for, placing,
anchoring and blocking, connecting, testing, flushing and disinfecting all watermain and fittings,
as outlined in OPSS 441 and restoration outside general grading operations.
Payment for this item shall include the cost of all materials, granular bedding, native backfill, ,
testing, compaction, water and surface restoration to top of Granular `A' and/or original ground.
The unit price shall also include any additional Granular `A' required for existing roadway
surface beyond the trench limits.
Materials i
All materials for watermains, valves, valve boxes, etc., shall be supplied by the Contractor. All
materials supplied under this contract shall comply with the latest edition of the applicable
AWWA standard. Oils and lubricants used in assembly shall be `Food Grade' and shall comply
with the latest edition of NSF /ANSI Standard 61. No substitutes without Operating Authority
approval or the approval of the Operating Authority. I
Watermain
Watermain material shall be Polyvinyl Chloride PVC DR18 — AWWA C900 or C905. Pipe ,
joints shall be bell and spigot with rubber gaskets.
Gate Valves and Boxes 1
Valves shall be resilient seated gate valves. Main line valves to be MJ type with standard
operating nut. Hydrant valves to be MJ to MJ gate valve with standard operating nut. ,
All valves to be supplied with "0" ring packing for water use and open counter - clockwise.
Valve boxes shall be Canada Valve slide type with guide plate.
Tapping valves and sleeves must meet with approval of the Operating Authority. '
Resilient - seated gate valves shall be in accordance with AWWA C509.
1
SP -13
Fittings
All fittings shall be ductile iron cement mortar lined mechanical joint (MJ) type with adaptors to
suit other materials, where necessary. All fittings including hydrants must be suitably restrained
with approved mechanical restraints.
Ductile iron fittings shall be in accordance with AWWA C110 and the rubber - gasket joints for
ductile iron fittings shall be in accordance with AWWA C111, pressure rating 1035kPa.
Hydrants
Fire hydrants shall be the Mueller Canada Valve New Century type or approved McAvity
equivalent. Hydrant specifications as follows:
• 2 -64 mm hose connections (Ontario standard thread)
• 1 — 100mm "Storz" type pumper connection painted black
• Hydrants shall open counter - clockwise
• Colour shall be RED
• Operating nut shall be 32mm square
' • Hydrant length shall be such that the bottom of the upper barrel shall be 100 mm above
finished grade
• Bury depth 1.7 m.
Dry- barrel fire hydrants shall be in accordance with AWWA C502.
All hydrant leads shall be 150mm diameter and shall be supplied from watermain of not less than
150mm diameter.
Services - Min. 19 mm, Max. 50 mm
. Corporation stops — Mueller, C.C. thread inlet/ compression joint outlet.
• Curb Stop — Mueller, compression joint inlet/ compression joint outlet or approved
equivalent.
. Pipe - to be Cross - linked polyethylene (PEX) conforming to AWWA C904 or Type `K'
copper. The unit price shall include the cost of supply and installation of tracer wire on non-
metallic piping.
. Service tubing shall be installed to a minimum depth of 1.7m cover.
• Service Boxes — Model No. D -1 by Concord -Clow or Mueller equivalent. Service box and
stem (1.4 m to 1.7 m) with 25 mm dia. steel upper section. Box lids shall be regular ribbed
with brass pentagon plus c/w standard stationary rod.
• Service saddles — Model No. 2616 by Robar Industries Inc., stainless steel, double bolted,
broad band.
Underground service line valves and fittings shall be in accordance with AWWA C800.
Model numbers shall be stamped on all valves and materials.
I
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SP -14
Design I
It is the responsibility of the Contractor to ensure the performance of the pipe and the I
restraining systems.
Design of the pipe joint restraining systems shall consider the pressures that the system will be I
subjected to as well as any expansion and contraction due to temperature changes during and
following construction of the various pipe materials selected.
Cathodic Protection
a) Polyvinyl Chloride (PVC) or Polyethylene (PE) Mainline Piping as per OPSD 1109.011. 1
Appurtenance Method of Protection
i) Piping Not required
ii) Hydrants One anode per each (see hydrant standard drawing
OPSD 1105.01)
iii) Services
• Each copper service One anode per each service
• Each polyethylene One anode installed per each curb stop and main stop
service
iv) Valves Sacrificial zinc nuts
v) Fittings One anode per each or sacrificial zinc nuts I
• Anode sizes shall be 5.5 kg for watermain appurtenances up to and including 300 mm
diameter and 11.0 kg for watermain appurtenances greater than 300 mm.
• Anodes for steel pipe encasement shall be 11.0 kg for all sizes.
• Sacrificial zinc nuts shall be of the protecto -cap type and installed on each bolt.
Excavation
All excavated material not required for backfill shall be disposed of as outlined under the I
General SP - Disposal of Materials. The cost of this work shall be included in the bid per metre
of watermain.
Bedding, Embedment and Backfill
Bedding shall be Class B as per OPSD 802.030, 802.031, 802.032, 802.033 or 802.034 for rigid I
pipe and whichever soil type is applicable.
Bedding and embedment shall be as per OPSD 802.010, 802.013, or 802.014 for flexible pipe I
for whichever soil type is applicable.
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I
SP -15
Bedding material shall be Granular "A ". Cover material shall be approved granular material or
g PP �'
select native granular material to 300 mm above the top of pipe.
Backfill shall be as specified in the Form of Tender. If select native material is specified, it shall
be compacted to a minimum dry density of 95 %. If granular material is specified, it shall be
compacted to a minimum dry density of 100 %.
The unit price bid shall include the cost of all granular bedding or embedment, cover material
and the backfilling noted herein.
All bedding, embedment, cover and backfill material shall be placed in layers prior to
compacting in accordance with OPSS 514.07.10. Compaction shall be done using a "Hoepac"
type compaction unit.
All excavated material not required for backfill shall be disposed as outlined under the General
SP - Disposal of Surplus Materials. The cost of this work shall be included in the unit price bid.
Should the Contractor decide to use stone bedding to assist with trench stabilization it shall be at
the contractor's expense. It is also to be noted that the use of stone may result in settlement of
the installed piping as such the Contractor shall assume all risk in its use.
Laying and Jointing - P.V.C.
All PVC watermain shall have a No. 12/7 strand copper cable, having TWH insulation, rated for
underground use, installed as a tracer wire with the pipe to each main line valve box or chamber.
The tracer wire shall be laid along the top of the pipe, strapped every 5.0 metres. The tracer wire
I shall be looped at every valve, hydrant, and fitting. The tracer wire shall be secured within the
chambers to 300 mm of final grade with a minimum 600 mm of loose wire.
Installation of Services
For the unit price bid per each, the Contractor shall include the cost of tapping the main,
installing saddles where applicable, corporation stops and curb stops c/w service box, including
all connections to new and existing mains and services.
1 For the unit price bid per lineal metre, the Contractor shall include the cost of installing water
service tubing by means of trenching and/or boring. All service shall be installed to a depth of
not less than 1.5 m.
1 For connections to existing service tubing, the excavation for the curb stop shall not be backfilled
until the new service has been connected to the existing. The Contract Administrator may direct
the Contractor to backfill certain services before the connection is made. Payment for re-
excavating the service for the connection will be in accordance with the unit price bid for
Provisional Work.
All servicing tubing shall be superchlorinated in the presence of the Contract Administrator
before connection to service materials. The Contractor shall provide 48 hours notice before
making these connections.
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SP -16
At each service location, the Contractor shall provide service tubing extensions extending above
the ground surface to accommodate flushing of the services following the disinfection
operations.
At vacant lot locations, these extensions shall be cut off and crimped below ground as directed.
The cost of providing for such extensions is to be included in the unit price bid for testing,
flushing, swabbing and disinfection of watermains.
At vacant lots, the ends of all services shall be marked by a 38 mm x 89 mm wood post I
extending from the service to 300 mm above the surface of the ground and top section painted
fluorescent blue. The post shall be supplied and placed by the Contractor.
The unit price bid shall include all restoration. Restoration shall be as outlined under the General
SP - Restoration. I
Conductivity Test
Before the final connection to the existing main, the Contractor shall demonstrate the integrity of I
the new underground tracer wire by applying a conductivity signal and confirming the signal
correlation on all watermains and services. The Contract Administrator must witness the
conductivity test(s).
Connection to Existing Main I
For the unit price bid, the Contractor shall supply all labour, equipment and materials to
reconnect the existing main to the new main with the proper fittings to make the connection. The
length of the reconnection shall not exceed one standard pipe length (i.e. 20 feet or 6 metres).
After the pressure, leakage, chlorine residual and bacteriological tests have passed, the
Contractor shall obtain written approval from the Contract Administrator to make the final I
watermain connection to the existing water distribution system.
The Operating Authority shall be contacted 48 hours prior to the final connection to determine if
any special measures must be taken and /or an appropriately licensed operating authority
employee is required to oversee the works. The Contractor will be liable for all costs for callouts
of Operating Authority staff if the Contractor fails to notify the Operating Authority that the I
connection will not take place.
The Contractor shall co- ordinate the final connection of the new watermain to the existing water I
distribution system to enable the Contract Administrator to witness the entire process.
Watermains shall be cut back to remove all temporary taps. The Contractor shall disinfect the 1
connection watermain as outlined below and shall, using all means possible, dewater the
watermains and trench in a controlled manner to not allow backflow into the watermains.
The Contract Administrator at their discretion may require the Contractor to flush water through
a nearby fire hydrant to remove water with elevated chlorine residual.
i
SP -17
If trench water, dirt or debris has entered the watermain during the final connection, i ton, the
watermain shall be aggressively flushed and additional bacteriological samples shall be taken as
directed by the Contract Administrator. The Contract Administrator reserves the right to request
the above steps be taken regardless.
The new piping, fittings and valves required for the connection shall be spray - disinfected and
swabbed with a minimum 1% and maximum 5% solution of chlorine just prior to being installed.
During the final connection, the Contractor shall connect new tracer wire to the existing tracer
wire or cadweld to existing main to provide conductivity.
Anode Installation
Where specified in the Cathodic Protection chart, mechanical joint fittings and couplings used
with either ductile iron or PVC pipe, a sacrificial zinc nut shall be installed on each bolt.
For buried anodes, connect anode copper lead wire to pipe, fitting, hydrant, etc., with "double
t nut" type connection. Connect to main stops or curb stops with the electrical ground connections
supplied. Place anode in trench a minimum of 500 mm from pipe, valve, fitting, etc. Complete
1 installation shall conform to anode manufacturer's recommendations.
TEMPORARY WATER DISTRIBUTION
If the Contractor proposes to supply, install and remove a temporary water distribution system,
the following is required:
' Layout Plan
Prior to installing the temporary water distribution system, a detailed plan of the system shall be
provided by the Contractor and approved by the Contract Administrator. The plan shall detail
connection points, materials, mainline and service sizes, sampling points, emergency procedures
and other related information about the temporary water system.
The Contractor shall demonstrate that the level of service to the water users will not be impacted
and that the temporary system will supply water demands at pressures normal to the existing
' system. The Contractor shall identify large or exceptional water users and incorporate their
needs into the temporary water distribution system.
Pipe Diameter
The minimum pipe size shall be 50 mm for mainlines and 19 mm for individual service
connections.
The maximum pipe size shall be that of the watermain being placed.
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SP -18
Location I
The temporary distribution piping shall be installed behind the sidewalk and service piping shall
be installed along the edge of existing driveways to avoid grass- cutting conflicts.
All above ground piping shall be installed with appropriate ramping or burial such that the piping
will: .
• not to be endangered by equipment or vehicular traffic
• not pose a hazard for pedestrians (tripping, etc.)
• provide a barrier -free access
• be constructed to safeguard against vandalism and tampering.
Isolation Valves
Isolation valves are required at the source water connection, branches (2 on 3 way, 3 on 4 way) 1
and at every service.
Source Water Connection I
The connection of the temporary water system to the existing distribution system must be done
in a secure location and be vandal and tamper resistant. A cross - connection control device is I
required to separate the two systems as long as the temporary system is in service. The cross -
connection control device shall be a double check or a reduced pressure type assembly and shall
be installed, maintained, and field - tested in accordance with the latest edition of CAN /CSA -B64 1
Series Manual and disinfected prior to installation. At the beginning of the project on the first
installation, a certificate of operation must be completed by an appropriately licensed individual
and submitted to the Contract Administrator prior to the cross - connection control device being I
put into use.
Source water connections to fire hydrants are discouraged unless the Contractor can demonstrate
that the hydrant has been disinfected and thoroughly flushed. The Owner assumes no
responsibility for the quality of water obtained from a hydrant. After disinfection, the hydrant
must be pressurized at all times that it serves as a source of potable water.
Pressure Testing and Leakage
All above ground piping must be regularly inspected to ensure leak tight connections at the I
beginning and during the period that the temporary water distribution is in use.
At the discretion of the Contract Administrator, buried temporary water distribution piping must I
satisfy hydrostatic pressure testing.
Operation 1
The temporary water distribution system must be continually pressurized after the bacteriological
testing is completed and be capable of supplying normal water demands throughout its
installation. During service connections, a minimal portion of the system shall be depressurized
at any one time.
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SP -19
All service connections shall be su erchlorinated in the presence of the Contract Administrator
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before connecting.
Chlorine Residual and Bacteriological Testing
After the temporary water system is installed (mainlines and services) in its final location but
before service piping is connected to the water users, the temporary water distribution system'
must satisfy the chlorine residual and bacteriological testing standards and protocols for the
commissioning of new watermains. Samples must be collected at the end of each branch
(individual services under 50 mm exempt unless designated by the Contract Administrator) and
at maximum 350 m intervals.
All licensing, procedural standards, bacteriological and chlorine residual requirements detailed
for commissioning watermains apply to sampling the temporary water distribution system.
Weekly chlorine residual and bacteriological samples shall be taken until the temporary system
is decommissioned. The chlorine residual and bacteriological requirements after the temporary
1 system is installed shall be that associated with the existing distribution system.
If a water sample is shown adverse in accordance with Reg. 170/03 after the temporary water
distribution system is in service, the Contract Administrator will notify the Contractor as soon as
possible. The severity of the problem will be addressed and corrective action determined by the
Contract Administrator. If the temporary water system must be disconnected, the Contractor
must supply bottled water or an alternate water supply to the interrupted water users. Before the
t temporary water system can be placed back into operation, it must satisfy the chlorine residual
and bacteriological testing standards and protocols used to initially commission the temporary
1 system.
Analytical fees and cost of gathering samples for the temporary system will be the Contractor's
responsibility.
Service Connections
The service connection piping shall be installed at the same time as the main line in order that
disinfection is accomplished on the service piping. Connection shall not be made to the water
user until the chlorine residual and bacteriological testing requirements have been satisfied.
A check valve shall be installed on the service connection between the mainline and the
connection to the water user.
Prior to connection to water users, individual service lines shall be thoroughly flushed.
A typical service connection to a private building shall be at an outside hose bib. An individual
' WYE type connector shall be installed. A vacuum breaker shall be installed on the side opposite
the service connection. In the event that this scenario is not possible, it is the responsibility of
the Contractor to determine how to provide temporary water service to the satisfaction of the
1 Contract Administrator and property owner. Any excavation on private property or internal
plumbing modifications must only be done after written approval is obtained from the property
owner and applicable plumbing permits obtained. A copy of any written approvals must be
provided to the Contract Administrator.
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SP -20
The property owner is under no obligation to allow the temporary water system to be connected
to their internal system at any location other than on the public side of the curb stop. In the event
that a property owner will not permit an above ground connection as a typical, it shall be the
Contractor's responsibility to make alternate arrangements to service the property.
In lieu of making above - ground temporary servicing, the Contractor has the option to connect the
temporary distribution system to the public side of the existing curb stop.
Off Corrective Action ,
In the event that corrective action is needed to the temporary water distribution system outside of
normal working hours, the Contract Administrator and/or the Owner will attempt to contact the
Contractor to take corrective actions. If, in the sole opinion of the Owner, that the Contractor is
unable to make the corrections in a timely manner, the Owner may direct their own forces to take
corrective steps. The Contractor will be liable for any costs incurred by the Owner.
Relocation of Temporary System
The relocation of the temporary water system either in whole or parts by any means without
conducting and passing the chlorine residual and bacteriological requirements shall not be
permitted. Relocation here is defined as depressurizing and moving the pipework in order to
service other water users. 1
ITEM NO. 21 ,
SWABBING, HYDROSTATIC PRESSURE TESTING, DISINFECTION AND
FLUSHING OF WATERMAINS
For the unit price bid, the Contractor shall supply all labour, equipment and materials for the
temporary connection, testing, flushing, swabbing and disinfection of watermains and services
in accordance with the following specifications, OPSS 441 for pressure testing, AWWA C651
for disinfection and connection to waterworks system.
General I
The new watermain shall be isolated from the existing waterworks system using a physical
separation until satisfactory bacteriological testing has been completed and accepted by the
Contract Administrator and the Operating Authority. Water required to fill the new main for
hydrostatic pressure testing, disinfection, and flushing shall be supplied through a temporary
connection between the existing water system and the new main. The temporary connection
shall include an appropriate cross - connection control device consistent with the degree of hazard
(a double check valve assembly, used above or below ground level) or a reduced pressure
principle backflow preventer (used above ground level ONLY). The cross - connection control
device operation shall be in accordance with CAN /Canadian Standards Association -B64 Series
Manual and disinfected prior to installation. The backflow preventer shall be disconnected
(physically separated) from the new main during the hydrostatic pressure test. It will be
necessary to re- establish the temporary connection after completion of the hydrostatic pressure
test to swab, chlorinate and flush out the disinfectant water prior to final connection of the new
main to the waterworks system. (Refer to AWWA C651). I
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SP -21
I At each service location, the Contractor shall rovide service e tubing extensions to above the
ground surface to accommodate flushing of the services following the disinfection operations.
I At vacant lot locations, these extensions shall be cut off and crimped below ground as directed.
The cost of providing for such extensions is to be included in the unit price bid.
1 Materials .
All chemicals and materials used in the disinfecting of the drinking water system shall conform
I to the following standards:
• AWWA B300 for Hypochlorites
• AWWA B301 for Liquid Chlorine
• NSF /ANSI 60, Drinking Water Treatment Chemicals — Health Effects
• NSF /ANSI 61, Drinking Water System Components — Health Effects.
I Construction
I The sequence of events for this item shall be 1) Swabbing, 2) Hydrostatic Pressure Testing, 3)
Disinfection, 4) Flushing and Dechlorination 5) Bacteriological Testing
I 1. Swabbing
Swabbing will be required prior to pressure testing, disinfection and commissioning of the main.
I A minimum of two (2) new swabs will be passed through each section of main line pipe, hydrant
lead and all services larger than 75mm, to ensure that there is no blockage, debris, etc. The
Contractor shall note that auxiliary equipment may be required for the swabbing operation.
I Swabs shall be polyurethane with a density of 24.7 kg/m and shall have a minimum diameter
50 mm larger than the diameter of the watermain and have a minimum length of one and one half
times its diameter.
Swabs shall be propelled through the watermain at a speed of 0.5 to 1.0 m/s using potable water.
I The Contractor shall discharge water to an approved outlet ensuring all required erosion and
sediment control and dechlorination measures are followed.
I The swabbing shall continue until the discharge water runs clear within ten seconds of the last
swab exiting the discharge point.
I The Contractor shall mark, number and demonstrate to the Contract Administrator that all swabs,
or parts thereof, have been retrieved. The Contractor shall be liable for costs associated with
damage caused by and retrieving swabs that, for whatever reasons, escape into the existing water
I distribution system.
All swab launch or swab retrieval locations shall extend above the finished grade elevation and
I be capped when not in use to prevent debris and contaminants from entering the system.
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SP -22
2. Hydrostatic Pressure Testing
The pressure testing shall be in accordance with OPSS 441.07.24 Hydrostatic Testing and under
the supervision of the Contract Administrator.
All hydrant leads, services, stubs, blow -offs etc. shall be subject to the hydrostatic pressure ,
testing. Hydrant valves shall be in the open position to subject the hydrant to the test as well.
3. Disinfection
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The method of disinfecting the main shall be identified on the Testing Submission plan
submitted to the Contract Administrator. The method chosen by the Contractor shall follow the t
requirements of AWWA C651- Disinfecting Water Mains
4. Flushing and Dechlorination ,
Following disinfection of the watermains, the heavily chlorinated water shall be expelled,
managed and disposed of in accordance with OPSS 441.07.25 to prevent damage to the pipe
lining or to prevent corrosion damage to the pipe itself. The heavily chlorinated water shall be
flushed from the main fittings, valves, and branches until chlorine residuals show that the
concentration in the water leaving the main is no higher than that in the distribution system or is
acceptable for domestic use.
In all cases, the wasted water must be neutralized to provide a total chlorine residual of less than '
2 pg/L (0.002 ppm) (Reg. 170/03 - Procedure for Disinfection of Drinking Water in Ontario -
AWWA C651) at the outfall where detrimental effects may be suffered by plants and/or animals
in the natural environment. The Contract Administrator will monitor the discharge of
wastewater. Should tests show a residual greater than 2 pg/L, the discharge shall be ceased
immediately and the procedure modified to meet the less than 2 pg/L objective.
Sites within 100 m of natural drainage, or with direct discharge to a water body, should be
considered high risk. In such instances, the Owner may request a dechlorination plan along with
contingency and mitigation plans in the event that the chlorine residuals exceed those specified.
When no other options are available, the Contractor may be permitted to discharge wastewater
into the sanitary collection system only upon written approval of the Owner. The Owner may
direct the Contractor to dechlorinate to a specified chlorine residual prior to discharge or limit
the discharge rate. The Contract Administrator will monitor the discharge of wastewater to
ensure the chlorine residual and discharge limits are not exceeded.
5. Bacteriological Testing '
After disinfection and in accordance with AWWA C651, two consecutive sets of water samples,
taken at least 24 hours apart, shall be collected from every 350 metres watermain or part thereof, ,
from the ends of the main line and from each branch line off the main line and all services. In
addition, it is recommended that the existing water system be tested as well, at a location(s) near
the new construction. '
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SP -23
I Certified municipal staff or trained designate only (OWRA Reg. 170/03) shall collect samples
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for bacteriological testing. All water samples are to be analyzed by a Provincially accredited
I Laboratory. One 200 mL bacteriological sample (bottles supplied by the Labs ONLY) must be
obtained from each location. The sample form is to be filled out requesting E. coli, Total
I Coliform and is to include the sampler's license number. Each sample collected must include a
"Total and Free Chlorine residual" reading.
The Owner will pay Laboratory expenses for microbiological testing of the initial first 2 sets of
I water samples required for commissioning the new mains. If the disinfection fails to produce
satisfactory sample test results, disinfection, sampling and testing shall be repeated at the
Contractor's expense.
I The minimum requirements for acceptability of bacteriological tests are:
E. coli (Fecal Coliform) Not detectable
I Total Coliform Not detectable
I Commissioning of New Main
Once a complete set of tests, including the bacteriological sample results, are satisfactory and the
results are received, the Contract Administrator must request approval from the Operating
I Authority for the main to be connected to the existing water system. The Operating Authority
and/or the Contract Administrator must be present on site during the removal of the temporary
connection and until the connection of the new main to the existing waterworks has been
I completed.
I All new piping, services and appurtenances placed in the connection of new main and existing
waterworks system must be disinfected with a 1% (10,000 mg/L) solution of sodium
hypochlorite or equivalent method at the Contractor's expense.
I The Contractor must provide, in writing, a method of dewatering in order to protect the final
connection from contamination of the new or existing watermain with foreign material or
I groundwater. Should there be a need to re- disinfect, the entire cost of re- disinfecting the mains
will be at the Contractor's expense.
I Testing, Flushing and Disinfection of New Services to be Connected to Existing Main
The Contractor shall supply all labour, equipment and material for the testing, flushing and
disinfection of the services in accordance with AWWA C651 and the following:
I he tubing and fittings shall be cleaned and disinfected with a 1 % 10 000 mg/L) solution of
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I sodium hypochlorite or equivalent method. The service shall be flushed until two consecutive
chlorine residual tests of 0.75 to 1.0 mg/L as free chlorine are achieved, before connecting to the
existing main.
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SP -24
ITEM NO.22 I
SUPPLY AND PLACE IMPORTED GRANULAR BEDDING
When directed by the Contract Administrator, and for the unit price bid, the Contractor shall
supply to the site, place, fine grade, and compact approved imported granular bedding required
in the sewer trench. 1
The removal and disposal of a similar amount of unsuitable excavated material shall be included
in the unit price bid for this item. Disposal shall be as outlined under the General SP - Disposal 1
of Surplus Material.
Payment under this item will only be made in areas where, in the opinion of the Contract I
Administrator, it is necessary to excavate below the proposed trench bottom and provide
additional granular bedding to provide a proper foundation.
ITEM NO.23
SUPPLY AND PLACE IMPORTED GRANULAR BACKFILL '
For the unit price bid, the Contractor shall supply to the site, place and compact approved
imported granular material in the sewer and/or watermain trenches, whichever is applicable,
where native material is unsuitable. The removal and disposal of a similar amount of unsuitable
excavated material shall be included in the unit price bid for this item. Disposal shall be as
outlined under the General SP - Disposal of Surplus Materials.
Payment under this item will only be made in areas where native backfill has been
specified, and in the opinion of the Contract Administrator, the native material is
unsuitable for backfill. In all areas where granular backfill is specified, the cost of this
material shall be included in the unit price bid for the item.
ITEM NO.24
DEWATERING OF FORCEMAIN
The dewatering payment item is included within the Provisional Items because it may or may not
be required in whole or in part. It is expected that the natural groundwater level may be above
the construction zone for part or all of the extent of the works. In those cases, a significant
dewatering operation will be required to stabilize the ground and keep it dry. I
The dewatering operation shall be in accordance with OPSS 517 and OPSS 518 as amended by
this SP. ,
Dewatering Operation means pumping or vacuum removal of uncontaminated groundwater to
stabilize the ground and keep excavations free of water during installation of the works. The
dewatering item does not apply to situations where trench pumps are used to remove surface
water, melt water or water from pipe leakage.
SP -25
The unit rice bid for dewatering shall include all costs for labour, equipment and material to
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provide a continuous dewatering operation to keep the excavation stable and free of water.
Measurement for payment will be by the lineal metre along the horizontal centreline of only the
forcemain pipe which has been determined in accordance with this SP to require dewatering.
The unit price bid shall apply regardless of the complexity and duration of the dewatering
operation.
' The dewatering pay item does not provide for dewatering of works other than the forcemain. As
such, any dewatering for other works if necessary is to be included in the price bid for
installation of those works and no additional payment will be made.
The limits of the dewatering operation are to be established prior to any underground
construction. To qualify for dewatering payment, the limits for the pay item for dewatering are
I to be established by the Contract Administrator at the time of construction. Once the limits have
been established for dewatering payment purposes, any additional dewatering shall be at the
Contractor's expense.
As per OPSS 517 the Contractor shall submit a monitoring and contingency plan that addresses
potential impacts such as, but not limited to, settlement and ground water useage. The
' Environmental Commitments with respect to sediment and erosion control shall be followed.
Payment shall be 60% for initial installation with the remaining 40% being paid upon completion
of all sub - surface work and removal of the dewatering system.
1 ITEM NO.25
RECONNECT EXISTING DRAINS AND SERVICES (up to 250 mm dia.)
For the unit price bid, the Contractor shall excavate for, supply and install, reconnect and backfill
all existing drains and/or services encountered, as directed at the time of construction. All
connections shall be made with approved couplings (Fernco or equivalent).
Payment under this item will only be paid when directed by the Contract Administrator to:
. Relocate drains and services that conflict with the sewer and/or watermain in horizontal or
vertical alignment.
• Repair any drains and services encountered that have not been shown on the drawings.
The Contractor is responsible for replacing all other broken or damaged drains and services
encountered in the excavation.
Pipe Material
Pipe material for repairs shall be Polyethylene Sewer Pipe (flexible) — CSA certified Sewer Class
to B 182.6 or PVC SDR -28.
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SP -26
Bedding, Embedment and Backfill
Embedment shall be as per OPSD 802.013 or 802.014 for flexible pipe and whichever soil type '
is applicable.
Bedding and embedment material shall be Granular `A ". Cover material shall be approved '
granular material or select native granular material to 300 mm (min) above the top of the pipe.
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ITEM NO.26
REMOVE AND REINSTATE CANADA POST MAILBOX AND BASE
For the unit price bid, the Contractor shall supply all labour, equipment, and material for the
complete relocation of the designated mailbox and as per Figure 1. If required, the unit price bid
shall include the removal of the existing concrete base, excavation for and placement of
approximately 3.2 m x 200 mm of 25 MPa concrete. The granular materials will be paid for
under the Granular `A' item of the tender. At all times during construction, access to the
mailbox shall be maintained. It is the responsibility of the Contractor to co- ordinate the removal
and reinstatement of the mailbox with Canada Post.
ITEM NO.27
TRAFFIC CONTROL I
For the unit price bid, the Contractor shall include the cost of traffic control as specified below
and in accordance with OPSS 543.
The Contractor shall prepare and submit a traffic plan to the Contract Administrator for review
and acceptance. ,
Payment under this item will be made proportional to completion of the entire project.
General
In addition to the requirements in the Information to Bidders for Contractors to control traffic I
and provide signage, in accordance with the Ontario Traffic Manual Book 7 and the Ministry of
Transportation Temporary Conditions Manual (March 2001), the following conditions will
apply: 1
• At all times of construction, a minimum of one lane for traffic shall be open and maintained
using appropriate traffic control measures and signage. I
. At the end of each working day, two lane traffic, controlled by barricades, delineators, etc.,
shall be maintained. Entrances to commercial establishments shall be maintained.
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SP -27
Restrictions on Construction Operations
' Construction operations adversely affecting public traffic and the loading or unloading of
materials and construction equipment onto and from the travelled portion of the road shall not be
carried out during the following periods:
• 4:00 p.m. Friday to 7:00 a.m. Monday, for normal weekends
• All Canadian statutory holidays.
ITEM NO.28
BONDING AND INSURANCE
For the unit price bid, the Contractor shall include the cost of bonding and insurance as specified
in the Information to Bidders and the General Conditions of Contract. Payment under this item
will be made with the first payment certificate.
ITEM NO.29
CONTINGENCIES
' A lump sum allowance has been made for contingencies in the contract. Only those additional
items approved in writing on behalf of the Owner, by the Contract Administrator, will be
expended from this allowance.
ITEM NO.30
LUMP SUM FOR OTHER REQUIREMENTS
' For the unit price bid, the Contractor shall enter an amount for additional labour, equipment or
material required to complete the contract but not specifically covered by or related to the other
items in the Schedule of Items and Prices.
The unit price bid may include, but are not limited to, the following: watchmen, on -site
washroom facilities, permits and approvals (other than those to be paid for by the Owner) or
acquiring the services of the local operating authorities.
Each progress payment certificate will include a percentage of the tender price for this item in
' proportion to the percentage of the permanent works completed.
The submission by a tenderer of an unbalanced price for this item renders the tender liable to
' disqualification.
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' SGC -1
SUPPLEMENTAL GENERAL CONDITIONS
The following items shall supplement the OPS General Conditions of Contract, latest edition.
I 1.0 Section GC2.02, Order of Precedence, shall be revised such that documents shall
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precedence and govern in the . following order:
a) Agreement
b) Addenda
c) Special Provisions
d) Contract Drawings
e) Information to Bidders
f) Standard Specifications
g) Standard Drawings
h) Tender
i) Supplemental General Conditions
j) General Conditions
k) Working Drawings
2.0 Section GC 2.01, Reliance on Contract Documents, paragraph 2.01.01 a) shall be revised as
' follows:
a) The location and depth of all utilities shown on the contract drawings are based on
' information obtained from the applicable operating authority. Neither the Owner nor
the Contract Administrator can warrant the locations of the utilities.
I 3.0 Section GC8.02.02, Advance Payments for Materials, the first sentence of paragraph
GC 8.02.02.01 shall be revised as follows:
.01 The Owner may make advance payment for material intended for incorporation in the
work upon written request of the Contractor and according to the following terms and
conditions:
1 4.0 Section GC8.02.08.02, Taxes, shall be revised as follows:
1 "Claims for compensation for additional tax cost shall be submitted by the Contractor to the
Contract Administrator on forms provided by the Contract Administrator to the Contractor.
Such claims for additional tax costs shall be submitted not later than 120 days after
' completion."
5.0 Section GC8.02.08.03, Taxes, shall be revised as follows:
' "Where the Contractor benefits from a change in Canadian Federal or Provincial taxes, the
Contractor shall submit to the Contract Administrator, on forms provided by the Contract
Administrator, a statement of such benefits. This statement shall be submitted not later than
120 days after completion."
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• SGC- ■
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6.0 • Section GC3.05.01. Layout, shall be revised as follows:. I
The Contract Administrator shall, on behalf of the Owner, provide baseline and benchmark
information for the location, alignment, and elevation of the work including: I
• Offset stakes for road centreline alignment
• Offset stakes for storm sewer structures and sanitary sewer structures
• Final curb grade and. alignment
• Alignment for bridge foundations
One week advance notice is required by the Contract Administrator to schedule the construction
layout
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Z:\wp \Contracts\Forms \Supp. Gen. Conditions.doc
ONTARIO PROVINCIAL STANDARDS
FOR
' ROADS AND PUBLIC WORKS
00 ST44,40
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o p p •
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/ •PR
GENERAL CONDITIONS OF CONTRACT
NOVEMBER 2006
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I �.osNO Ontario Provincial Standards METRIC
: a �
for OPSS.MUNI 100
Q '. • N
. , Roads and Public Works November 2006
I Q �oALipRqO
I . OPS GENERAL CONDITIONS OF CONTRACT
Table of Contents
I SECTION GC 1.0 - INTERPRETATION
I GC 1.01 Captions 6
GC 1.02 Abbreviations 6
I GC 1.03 Gender and Singular References 6
GC 1.04 Definitions 6
I GC 1.05 Substantial Performance 11
GC 1.06 Completion 11
I GC 1.07 Final Acceptance 11
GC 1.08 Interpretation of Certain Words 11
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SECTION GC 2.0 - CONTRACT DOCUMENTS
I GC 2.01 Reliance on Contract Documents 12
GC 2.02 Order of Precedence 12
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SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT
I GC 3.01 Contract Administrator's Authority 14
GC 3.02 Working Drawings 15 I
I GC 3.03 Right of the Contract Administrator to Modify Methods and Equipment 16
GC 3.04 Emergency Situations 16
I GC 3.05 Layout 16
GC 3.06 Extension of Contract Time 16
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GC 3.07 Delays 17
I GC 3.08 Assignment of Contract 17
GC 3.09 Subcontracting by the Contractor 18
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GC 3.10 Changes 18
GC 3.10.01 Changes in the Work 18 I
GC 3.10.02 Extra Work 19 ' .
GC 3.10.03 Additional Work 1 9
GC 3.11 Notices 19 '
GC 3.12 Use and Occupancy of the Work Prior to Substantial Performance 19
GC 3.13 Claims, Negotiations, Mediation 20 1
GC 3.13.01 Continuance of the Work 20
GC 3.13.02 Record Keeping 20
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GC 3.13.03 Claims Procedure 20
GC 3.13.04 Negotiations 21 1
GC 3.13.05 Mediation 21 1
GC 3.13.06 Payment 21
GC 3.13.07 Rights of Both Parties 21
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GC 3.14 Arbitration 21
GC 3.14.01 Conditions for Arbitration 21 1
GC 3.14.02 Arbitration Procedure 22
GC 3.14.03 Appointment of Arbitrator 22 1
GC 3.14.04 Costs 22
GC 3.14.05 The Decision 23
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GC 3.15 Archaeological Finds 23
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SECTION GC 4.0 - OWNER'S RESPONSIBILITIES AND RIGHTS
GC 4.01 Working Area 24
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GC 4.02 Approvals and Permits 24
GC 4.03 Management and Disposition of Materials 24
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GC 4.04 Construction Affecting Railway Property 25
GC 4.05 Default by the Contractor 25 1
GC 4.06 Contractor's Right to Correct a Default 25
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GC 4.07 Owner's Right to Correct a Default 26
I GC 4.08 Termination of Contractor's Right to Continue the Work 26
I GC 4.09 Final Payment to Contractor 26
GC 4.10 Termination of the Contract 26
I GC 4.11 Continuation of Contractor's Obligations 27
GC 4.12 Use of Performance Bond 27
I GC 4.13 Payment Adjustment 27
I SECTION GC 5.0 - MATERIAL
GC 5.01 Supply of Material 28
I GC 5.02 Quality of Material 28
GC 5.03 Rejected Material 28
I GC 5.04 Substitutions 29
GC 5.05 Owner Supplied Material 29
I GC 5.05.01 Ordering of Excess Material 29
GC 5.05.02 Care of Material 29
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SECTION GC 6.0 - INSURANCE, PROTECTION AND DAMAGE
I GC 6.01 Protection of Work, Persons, and Property 31
GC 6.02 Indemnification 31
I GC 6.03 Contractor's Insurance 32
GC 6.03.01 General 32
I GC 6.03.02 General Liability Insurance 32
GC 6.03.03 Automobile Liability Insurance 33
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GC 6.03.04 Aircraft and Watercraft Liability Insurance 33
GC 6.03.04.01 Aircraft Liability Insurance 33
I GC 6.03.04.02 Watercraft Liability Insurance 33
GC 6.03.05 Property and Boiler Insurance 33
GC 6.03.05.01 Property Insurance 33
I GC 6.03.05.02 Boiler Insurance 34
GC 6.03.05.03 Use and Occupancy of the Work Prior to Completion 34
GC 6.03.05.04 Payment for Loss or Damage 34
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GC 6.03.06 Contractor's Equipment Insurance 35
GC 6.03.07 Insurance Requirements and Duration 35 I
GC 6.04 Bonding 35
GC 6.05 Workplace Safety and Insurance Board 36
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SECTION GC 7.0 - CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK
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GC 7.01 General 37
GC 7.02 Layout 39 I
GC 7.03 Working Area 39
GC 7.04 Damage by Vehicles or Other Equipment 40 1
GC 7.05 Excess Loading of Motor Vehicles 40
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GC 7.06 Condition of the Working Area 40
GC 7.07 Maintaining Roadways and Detours 40 I
GC 7.08 Access to Properties Adjoining the Work and Interruption of Utility Services 41
GC 7.09 Approvals and Permits 41 1
GC 7.10 Suspension of Work 42
GC 7.11 Contractor's Right to Stop the Work or Terminate the Contract 42 1
GC 7.12 Notices by the Contractor 42
GC 7.13 Obstructions 43 I
GC 7.14 Limitations of Operations 43
GC 7.15 Cleaning Up Before Acceptance 43
GC 7.16 Warranty 43
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GC 7.17 Contractor's Workers 44
GC 7.18 Drainage 44
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SECTION GC 8.0 - MEASUREMENT AND PAYMENT I
GC 8.01 Measurement 45
GC 8.01.01 Quantities 45
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GC 8.01.02 Variations in Tender Quantities 45
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GC 8.02 Payment 46
I GC 8.02.01 Price for Work 46
GC 8.02.02 Advance Payments for Material 46
GC 8.02.03 Certification and Payment 47
GC 8.02.03.01 Progress Payment Certificate 47
I GC 8.02.03.02 Certification of Subcontract Completion 47
GC 8.02.03.03 Subcontract Statutory Holdback Release Certificate and Payment 47
GC 8.02.03.04 Certification of Substantial Performance 48
GC 8.02.03.05 Substantial Performance Payment and Substantial Performance Statutory
Holdback Release Payment Certificates 48
GC 8.02.03.06 Certification of Completion 49
GC 8.02.03.07 Completion Payment and Completion Statutory Holdback Release
I Payment Certificates 49
GC 8.02.03.08 Interest 50
GC 8.02.03.09 Interest for Late Payment 50
GC 8.02.03.10 Interest for Negotiations and Claims 51
I GC 8.02.03.11 Owner's Set -Off 51
GC 8.02.03.12 Delay in Payment 51
GC 8.02.04 Payment on a Time and Material Basis 51
I GC 8.02.04.01 Definitions 51
GC 8.02.04.02 Daily Work Records 52
GC 8.02.04.03 Payment for Work 53
I GC 8.02.04.04 Payment for Labour 53
GC 8.02.04.05 Payment for Material 53
GC 8.02.04.06 Payment for Equipment 53
GC 8.02.04.06.01 Working Time 53
I GC 8.02.04.06.02 Standby Time 53
GC 8.02.04.07 Payment for Hand Tools 54
GC 8.02.04.08 Payment for Work by Subcontractors 54
8.02.04.09 Submission of Invoices 54 I CC
GC 8.02.04.10 Payment Other Than on a Time and Material Basis 55
GC 8.02.04.11 Payment Inclusions 55
I GC 8.02.05 Final Acceptance Certificate 55
GC 8.02.06 Payment of Workers 55
I GC 8.02.07 Records 55
GC 8.02.08 Taxes 56
I GC 8.02.09 Liquidated Damages 56
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SECTION GC 1.0 - INTERPRETATION
GC 1.01 Captions
.01 The captions appearing in these General Conditions have been inserted as a matter of convenience
and for ease of reference only and in no way define, limit, or enlarge the scope or meaning of the
General Conditions or any provision hereof.
GC 1.02 Abbreviations ,
.01 The abbreviations on the left below are commonly found in the Contract Documents and represent
the organizations and phrases listed on the right:
"AASHTO" - American Association of State Highway Transportation Officials
"ACI" - American Concrete Institute
"ANSI" - American National Standards Institute
"ASTM" - American Society for Testing and Materials
"AWG" - American Wire Gauge
"AWWA" - American Water Works Association
"CCIL" - Canadian Council of Independent Laboratories
"CESA" - Canadian Engineering Standards Association
"CGSB" - Canadian General Standards Board
"CSA" - Canadian Standards Association
"CWB" - Canadian Welding Bureau
"GC" - General Conditions
"ISO" - International Organization for Standardization
"MOE" - Ontario Ministry of the Environment
"MTO" - Ontario Ministry of Transportation
"MUTCD" - Manual of Uniform Traffic Control Devices (Replaced by OTM)
"OPS" - Ontario Provincial Standard
"OPSD" - Ontario Provincial Standard Drawing
"OPSS" - Ontario Provincial Standard Specification
"OTM" - Ontario Traffic Manual
"PEO" - Professional Engineers Ontario
"SAE" - Society of Automotive Engineers
"SCC" - Standards Council of Canada
"SSPC" - Structural Steel Painting Council
"UL" - Underwriters Laboratories
"ULC" Underwriters Laboratories Canada
GC 1.03 Gender and Singular References
.01 References to the masculine or singular throughout the Contract Documents shall be considered to
include the feminine and the plural and vice versa, as the context requires.
GC 1.04 Definitions
.01 For the purposes of this Contract the following definitions apply: '
Actual Measurement means the field measurement of that quantity within the approved limits of the
Work.
Addendum means an addition or change in the tender documents issued by the Owner prior to tender
closing.
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Additional Work means work not provided for in the Contract and not considered by the Contract
Administrator to be essential to the satisfactory completion of the Contract within its intended scope.
Agreement means the agreement between the Owner and the Contractor for the performance of the
Work that is included in the Contract Documents.
Base means a layer of material of specified type and thickness placed immediately below the pavement
wearing surface layers, curb and gutter, or sidewalk.
Business Day means any Day except Saturdays, Sundays, and statutory holidays.
Certificate of Subcontract Completion means the certificate issued by the Contract Administrator in
accordance with clause GC 8.02.03.02, Certification of Subcontract Completion.
Certificate of Substantial Performance means the certificate issued by the Contract Administrator at
Substantial Performance.
Change Directive means any written instruction signed by the Owner, or by the Contract Administrator
where so authorized, directing that a Change in the Work or Extra Work be performed.
Change in the Work means the deletion, extension, increase, decrease, or alteration of lines; grades;
dimensions; quantities; methods; drawings; substantial changes in geotechnical, subsurface, surface, or
' other conditions; changes in the character of the Work to be done; or materials of the Work or part
thereof, within the intended scope of the Contract.
Change Order means a written amendment to the Contract signed by the Contractor and the Owner, or
the Contract Administrator where so authorized, covering contingencies, a Change in the Work, Extra
Work, Additional Work, and changed subsurface conditions; and establishing the basis for payment and
the time allowed for the adjustment of the Contract Time.
' Completion Certificate means the certificate issued by the Contract Administrator at completion.
Constructor means, for the purposes of, and within the meaning of the Occupational Health and Safety
Act, R.S.O. 1990, c.O.1, as amended and amendments thereto, the Contractor who executes the
Contract.
Contract means the undertaking by the Owner and the Contractor to perform their respective duties,
' responsibilities, and obligations as prescribed in the Contract Documents.
Contract Administrator means the person, partnership, or corporation designated by the Owner to be
the Owner's representative for the purposes of the Contract.
Contract Documents mean the executed Agreement between the Owner and the Contractor, Tender,
General Conditions of Contract, Supplemental General Conditions of Contract, Standard Specifications,
' Special Provisions, Contract Drawings, addenda incorporated in a Contract Document before the
execution of the Agreement, such other documents as may be listed in the Agreement, and subsequent
amendments to the Contract Documents made pursuant to the provisions of the Agreement.
Contract Drawings or Contract Plans mean drawings or plans, any Geotechnical Report, any
Subsurface Report, and any other reports and information provided by the Owner for the Work, and
without limiting the generality thereof, may include soil profiles, foundation investigation reports,
reinforcing steel schedules, aggregate sources lists, Quantity Sheets, and cross - sections.
Contract Time means the time stipulated in the Contract Documents for Substantial Performance of the
Work, including any extension of Contract Time made pursuant to the Contract Documents.
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Contractor means the person, partnership, or corporation undertaking the Work as identified in the
Agreement. I
Controlling Operation means any component of the Work that, if delayed, may delay the completion of
the Work.
Cost Plus has the same meaning as "Time and Material."
Cut -Off Date means the date up to which payment shall be made for work performed.
Daily Work Records mean daily Records detailing the number and categories of workers and hours
worked or on standby, types and quantities of Equipment and number of hours in use or on standby, and
description and quantities of Material utilized. I
Day means a calendar day.
Drawings or Plans mean any Contract Drawings or Contract Plans, or any Working Drawings or Working I
Plans, or any reproductions of drawings or plans pertaining to the Work.
End Result Specification means specifications that require the Contractor to be responsible for
supplying a product or part of the Work. The Owner accepts or rejects the final product or applies a price
adjustment that is commensurate with the degree of compliance with the specification.
Equipment means all machinery and equipment used for preparing, fabricating, conveying or erecting
the Work and normally referred to as construction machinery and equipment.
Estimate means a calculation of the quantity or cost of the Work or part of it depending on the context.
Extra Work means work not provided for in the Contract as awarded but considered by the Contract
Administrator to be essential to the satisfactory completion of the Contract within its intended scope,
including unanticipated work required to comply with legislation and regulations that affect the Work. '
Final Acceptance Certificate means the certificate issued by the Contract Administrator at Final
Acceptance of the Work.
Final Detailed Statement means a complete evaluation prepared by the Contract Administrator showing
the quantities, unit prices, and final dollar amounts of all items of work completed under the Contract,
including variations in tender items and Extra Work, all as set out in the same general form as the
monthly estimates.
Force Account has the same meaning as "Time and Material."
Geotechnical Report means a report or other information identifying soil, rock, and ground water
conditions in the area of any proposed Work.
Grade means the required elevation of that part of the Work. ,
Hand Tools means tools that are commonly called tools or implements of the trade and include small
power tools.
Highway means a common and public highway any part of that is intended for or used by the general
public for the passage of vehicles and includes the area between the lateral property lines thereof.
Lot means a specific quantity of material or a specific amount of construction normally from a single I
source and produced by the same process.
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Lump Sum Item means a tender item indicating a portion of the Work for which payment will be made at
I a single tendered price. Payment is not based on a measured quantity, although a quantity may be given
in the Contract Documents.
I Major Item means any tender item that has a value, calculated on the basis of its actual or estimated
tender quantity, whichever is the larger, multiplied by its tender unit price, which is equal or greater than
the lesser of,
1 a) $100,000, or
b) 5% of the total tender value calculated on the basis of the total of all the estimated tender
quantities and the tender unit prices.
I Material means material, machinery, equipment and fixtures forming part of the Work.
1 Owner means the party to the Contract for whom the Work is being performed, as identified in the
Agreement, and includes, with the same meaning and import, "Authority."
Pavement means a wearing course or courses placed on the Roadway and consisting of asphaltic
1 concrete, hydraulic cement concrete, Portland cement concrete, or plant or road mixed mulch.
Performance Bond means the type of security furnished to the Owner to guarantee completion of the
Work in accordance with the Contract and to the extent provided in the bond.
I Plan Quantity means that quantity as computed from within the boundary lines of the Work as shown in
the Contract Documents.
1 Project means the construction of the Work as contemplated by this Contract.
Quantity Sheet means a list of the quantities of Work to be done.
1 Quarried Rock means material removed from an open excavation made in a solid mass of rock that,
prior to removal, was integral with the parent mass.
1 Quarry means a place where Aggregate has been or is being removed from an open excavation made in
a solid mass of igneous, sedimentary, or metamorphic rock or any combination of these that, prior to
removal, was integral with the parent areas.
Rate of Interest means the rate of interest as determined under the Financial Administration Act by the
Minister of Finance of Ontario and issued by, and available from, the Owner.
I Records mean any books, payrolls, accounts, or other information that relate to the Work or any Change
in the Work or claims arising therefrom.
1 Roadway means that part of the Highway designed or intended for use by vehicular traffic and includes
the Shoulders.
Shoulder means that portion of the Roadway between the edge of the travelled portion of the wearing
1 surface and the top inside edge of the ditch or fill slope.
Special Provisions mean directions containing requirements specific to the Work.
I Standard Drawing or Standard Specification means a standard practice required and stipulated by the
Owner for performance of the Work.
I Subbase means a layer of material of specified type and thickness between the Subgrade and the Base.
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Subcontractor means a person, partnership or corporation undertaking the execution of a part of the
Work by virtue of an agreement with the Contractor. 1
Subgrade means the earth or rock surface, whether in cut or fill, as prepared to support the pavement
structure, consisting of Base, Subbase, and Pavement.
Subsurface Report means a report or other information identifying the location of Utilities, concealed and
adjacent structures, and physical obstructions that fall within the influence of the Work.
Superintendent means the Contractor's authorized representative in responsible charge of the Work. 1
Surety means the person, partnership or corporation, other than the Contractor, licensed in Ontario to
transact business under the Insurance Act, R.S.O. 1990, c.I.8, as amended, executing a bond provided
by the Contractor.
Tender means an offer in writing from the Contractor, submitted in the format prescribed by the Owner, to
complete the Work. 1
Time and Material means costs calculated according to clause GC 8.02.04, Payment on a Time and
Material Basis. Where "Cost Plus" and "Force Account" are used they shall have the same meaning.
Utility me ans an aboveground or underground facility maintained by a municipality, tY 9 9 Y Y p ty, public utility authority
or regulated authority and includes services such as sanitary sewer, storm sewer, water, electric, gas, oil,
steam, data transmission, telephone, and cable television. 1
Warranty Period means the period of 12 months from the date of Substantial Performance or such
longer period as may be specified in the Contract Documents for certain Materials or some or all of the
Work. Where a date of Substantial Performance is not established, the Warranty Period shall commence
on the date of Completion.
Work means the total construction and related services required by the Contract Documents. 1
Working Area means all the lands and easements owned or acquired by the Owner for the construction
of the Work.
Working Day means any Day,
a) except Saturdays, Sundays and statutory holidays;
b) except a Day as determined by the Contract Administrator, on which the Contractor is prevented by
inclement weather or conditions resulting immediately therefrom, from proceeding with a Controlling
Operation. For the purposes of this definition, this shall be a Day during which the Contractor cannot
proceed with at least 60% of the normal labour and Equipment force effectively engaged on the
Controlling Operation for at least 5 hours;
c) except a Day on which the Contractor is prevented from proceeding with a Controlling Operation, as
determined by the Contract Administrator by reason of,
i. any breach of the Contract by the Owner or if such prevention is due to the Owner, another
contractor hired by the Owner, or an employee of any one of them, or by anyone else acting on
behalf of the Owner.
ii. non - delivery of Owner supplied Materials.
iii. any cause beyond the reasonable control of the Contractor that can be substantiated by the
Contractor to the satisfaction of the Contract Administrator.
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Working Drawings or Working Plans means any Drawings or Plans prepared by the Contractor for the
execution of the Work and may, without limiting the generality thereof, include formwork, falsework, and
shoring plans; Roadway protection plans; shop drawings; shop plans; or erection diagrams.
GC 1.05 Substantial Performance
.01 The Work is substantially performed,
a) when the Work to be performed under the Contract or a substantial part thereof is ready for use
i or is being used for the purpose intended; and
b) when the Work to be performed under the Contract is capable of completion or, where there is a
known defect, the cost of correction, is not more than
i. 3% of the first $500,000 of the Contract price,
ii. 2% of the next $500,000 of the Contract price, and
iii. 1% of the balance of the Contract price.
.02 For the purposes of this Contract, where the Work or a substantial part thereof is ready for use or is
being used for the purposes intended and the remainder of the Work cannot be completed
expeditiously for reasons beyond the control of the Contractor or, where the Owner and the
Contractor agree not to complete the Work expeditiously, the price of the services or materials
remaining to be supplied and required to complete the Work shall be deducted from the Contract
price in determining Substantial Performance.
GC 1.06 Completion
.01 The Work shall be deemed to be completed and services or Materials shall be deemed to be last
supplied to the Work when the price of completion, correction of a known defect, or last supply is not
more than the lesser of,
1 a) 1% of the Contract price; or
b) $1,000.
GC 1.07 Final Acceptance
.01 Final Acceptance shall be deemed to occur when the Contract Administrator is satisfied that, to the
best of the Contract Administrator's knowledge at that time, the Contractor has rectified all imperfect
work and has discharged all of the Contractor's obligations under the Contract.
GC 1.08 Interpretation of Certain Words
.01 The words "acceptable," "approval," "authorized," "considered necessary," "directed," "required,"
"satisfactory," or words of like import, shall mean approval of, directed, required, considered
necessary, or authorized by and acceptable or satisfactory to the Contract Administrator, unless the
context clearly indicates otherwise.
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SECTION GC 2.0 - CONTRACT DOCUMENTS
GC 2.01 Reliance on Contract Documents 1
.01 The Owner warrants that the information furnished in the Contract Documents can be relied upon
with the following limitations or exceptions:
a) The location of all mainline underground Utilities that may affect the Work shall be shown to a
tolerance of:
i. 1 m horizontal, and
ii. 0.3 m vertical
.02 The Owner does not warrant or make any representation with respect to:
a) interpretations of data or opinions expressed in any Subsurface Report available for the perusal
of the Contractor, whether or not such report is included as part of the Contract Documents, and
b) other information specifically excluded from this warranty.
GC 2.02 Order of Precedence 1
.01 In the event of any inconsistency or conflict in the contents of the following documents, such
documents shall take precedence and govern in the following descending order:
a) Agreement
b) Addenda 1
c) Special Provisions
d) Contract Drawings 1
e) Standard Specifications
f) Standard Drawings
g) Instructions to Tenderers
h) Tender
i) Supplemental General Conditions 1
j) General Conditions
k) Working Drawings 1
Later dates shall govern within each of the above categories of documents.
.02 In the event of any conflict among or inconsistency in the information shown on Drawings, the 1
following rules shall apply:
a) Dimensions shown in figures on a Drawing shall govern where they differ from dimensions
scaled from the same drawing;
b) Drawings of larger scale shall govern over those of smaller scale;
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c) Detailed Drawings shall govem over general Drawings; and
1 d) Drawings of a later date shall govern over those of an earlier date in the same series.
1 .03 In the event of any inconsistency or conflict in the contents of Standard Specifications the following
descending order of precedence shall govern:
a) Owner's Standard Specifications
1 b) Ontario Provincial Standard Specifications
c) Other Standard Specifications, such as those produced by CSA, CGSB, ASTM, and ANSI and
1 referenced in the Ontario Provincial Standard Specifications
.04 The Contract Documents are complementary, and what is required by any one shall be as binding
as if required by all.
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SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT
GC 3.01 Contract Administrator's Authority 1
.01 The Contract Administrator shall be the. Owner's representative during construction and until the
issuance of the Completion Certificate or the issuance of the Final Acceptance Certificate, whichever
is later. All instructions to the Contractor, including instructions from the Owner, shall be issued by
the Contract Administrator. The Contract Administrator shall have the authority to act on behalf of
the Owner only to the extent provided in the Contract Documents.
.02 All claims, disputes and other matters in question relating to the performance and the quality of the
Work or the interpretation of the Contract Documents shall be referred to the Contract Administrator
in writing by the Contractor. 1
.03 The Contract Administrator may inspect the Work for its conformity with the Plans and Standard
Specifications, and to record the necessary data to establish payment quantities under the schedule
of tender quantities and unit prices or to make an assessment of the value of the work completed in
the case of a lump sum price Contract.
.04 The Contract Administrator shall determine the amounts owing to the Contractor under the Contract
and shall issue certificates for payment in such amounts as provided for in Section GC 8.0,
Measurement and Payment.
.05 The Contract Administrator shall, with reasonable promptness, review and take appropriate action
upon the Contractor's submissions such as shop drawings, product data, and samples in
accordance with the Contract Documents.
.06 The Contract Administrator shall investigate all allegations of a Change in the Work made by the 1
Contractor and issue appropriate instructions.
.07 The Contract Administrator shall prepare Change Directives and Change Orders for the Owner's
approval.
.08 Upon written application by the Contractor, the Contract Administrator and the Contractor shall jointly
conduct an inspection of the Work to establish the date of Substantial Performance of the Work or
the date of Completion of the Work or both.
.09 The Contract Administrator shall be, in the first instance, the interpreter of the Contract Documents
and the judge of the performance thereunder by both parties to the Contract. Interpretations and
decisions of the Contract Administrator shall be consistent with the intent of the Contract Documents
and, in making these decisions, the Contract Administrator shall not show partiality to either party.
.10 The Contract Administrator shall have the authority to reject part of the Work or Material that does
not conform to the Contract Documents.
.11 In the event that the Contract Administrator determines that any part of the Work performed by the
Contractor is defective, whether the result of poor workmanship; the use of defective material; or
damage through carelessness or other act or omission of the Contractor and whether or not
incorporated in the Work; or otherwise fails to conform to the Contract Documents, then the
Contractor shall if directed by the Contract Administrator promptly remove the Work and replace,
make good, or re- execute the Work at no additional cost to the Owner.
.12 Any part of the Work destroyed or damaged by such removals, replacements, or re- executions shall 1
be made good, promptly, at no additional cost to the Owner.
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.13 If, in the opinion of the Contract Administrator, it is not expedient to correct defective work or work
not performed in accordance with the Contract Documents, the Owner may deduct from monies
otherwise due to the Contractor the difference in value between the work as performed and that
called for by the Contract Documents, the amount that will be determined in the first instance by the
Contract Administrator.
.14 Notwithstanding any inspections made by the Contract Administrator or the issuance of any
certificates or the making of any payment by the Owner, the failure of the Contract Administrator to
I reject any defective work or Material shall not constitute acceptance of defective work or Material.
.15 The Contract Administrator shall have the authority to temporarily suspend the Work for such
reasonable time as may be necessary:
a) to facilitate the checking of any portion of the Contractor's construction layout;
b) to facilitate the inspection of any portion of the Work; or
c) for the Contractor to remedy non- compliance in the case of such non - compliance with the
provisions of the Contract by the Contractor.
1 The Contractor shall not be entitled to any compensation for suspension of the Work in these
circumstances.
+ .16 The Owner has the right to terminate the Contract for wilful or persistent violation by the Contractor
or its workers of the Occupational Health and Safety Act legislation and regulations, Workplace
Safety and Insurance Board Act, and Regulation 309 of the Environmental Protection Act.
.17 If the Contract Administrator determines that any worker employed on the Work is incompetent, as
defined by the Occupational Health and Safety Act, or is disorderly, then the Contract Administrator
shall provide written notice to the Contractor and the Contractor shall immediately remove the
worker from the Working Area. Such worker shall not return to the Working Area without the prior
written consent of the Contract Administrator.
GC 3.02 Working Drawings
.01 The Contractor shall arrange for the preparation of clearly identified and dated Working Drawings as
called for by the Contract Documents.
.02 The Contractor shall submit Working Drawings s to the Contract Administrator with reasonable
promptness and in orderly sequence so as to not cause delay in the Work. If either the Contractor or
the Contract Administrator so requests, they shall jointly prepare a schedule fixing the dates for
submission and return of Working Drawings. Working Drawings shall be submitted in printed form.
At the time of submission the Contractor shall notify the Contract Administrator in writing of any
deviations from the Contract requirements that exist in the Working Drawings.
.03 The Contract Administrator shall review and return Working Drawings in accordance with an agreed
upon schedule, or otherwise, with reasonable promptness so as not to cause delay.
.04 The Contract Administrator's review shall be to check for conformity to the design concept and for
general arrangement only and such review shall not relieve the Contractor of responsibility for errors
or omissions in the Working Drawings or of responsibility for meeting all requirements of the
Contract Documents, unless a deviation on the Working Drawings has been approved in writing by
the Contract Administrator.
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.05 The Contractor shall make any changes in Working Drawings that the Contract Administrator may
require to make the Working Drawings consistent with the Contract Documents and resubmit, unless
otherwise directed by the Contract Administrator. When resubmitting, the Contractor shall notify the
Contract Administrator in writing of any revisions other than those requested by the Contract
Administrator.
.06 . Work related to the Working Drawings shall not proceed until the Working Drawings have been
signed and dated by the Contract Administrator and marked with the words "Reviewed. Permission
to construct granted."
.07 The Contractor shall keep one set of the reviewed Working Drawings, marked as above, at the site
at all times.
GC 3.03 Right of the Contract Administrator to Modify Methods and Equipment
.01 The Contractor shall, when requested in writing, make alterations in the method, Equipment, or work
force at any time the Contract Administrator considers the Contractor's actions to be unsafe, or
damaging to either the Work or existing facilities or the environment.
.02 The Contractor shall, when requested in writing, alter the sequence of its operations on the Contract
so as to avoid interference with work being performed by others.
.03 Notwithstanding the foregoing, the Contractor shall ensure that all necessary safety precautions and
protection are maintained throughout the Work. 1
GC 3.04 Emergency Situations
.01 The Contract Administrator has the right to determine the existence of an emergency situation and, 1
when such an emergency situation is deemed to exist, the Contract Administrator may instruct the
Contractor to take action to remedy the situation. If the Contractor does not take timely action or, if
the Contractor is not available, the Contract Administrator may direct others to remedy the situation. 1
.02 If the emergency situation was the fault of the Contractor, the remedial work shall be done at the
Contractor's expense. If the emergency situation was not the fault of the Contractor, the Owner shall
pay for the remedial work.
GC 3.05 Layout
.01 The Contract Administrator shall provide baseline and benchmark information for the general
location, alignment, and elevation of the Work. The Owner shall be responsible only for the
correctness of the information provided by the Contract Administrator.
GC 3.06 Extension of Contract Time 1
.01 An application for an extension of Contract Time shall be made in writing by the Contractor to the
Contract Administrator as soon as the need for such extension becomes evident and at least 15
Days prior to the expiration of the Contract Time. The application for an extension of Contract Time
shall enumerate the reasons, and state the length of extension required.
.02 Circumstances suitable for consideration of an extension of Contract Time include the following:
1
a) Delays, subsection GC 3.07.
b) Changes in the Work, clause GC 3.10.01. 1
c) Extra Work, clause GC 3.10.02.
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d) Additional Work, clause GC 3.10.03.
1 .03 The Contract Administrator shall, in considering an application for an extension to the Contract Time,
take into account whether the delays, Changes in the Work, Extra Work, or Additional Work involve
a Controlling Operation.
.04 The Contract Time shall be extended for such additional time as may be recommended by the
Contract Administrator and deemed fair and reasonable by the Owner.
1 .05 The terms and conditions of the Contract shall continue for such extension of Contract Time.
GC 3.07 Delays
.01 If the Contractor is delayed in the performance of the Work by,
a) war, blockades, and civil commotions, errors in the Contract Documents;
b) an act or omission of the Owner or Contract Administrator, or anyone employed or engaged by
them directly or indirectly, contrary to the provisions of the Contract Documents;
c) a stop work order issued by a court or public authority, provided that such order was not issued
as the result of an act or omission of the Contractor or anyone employed or engaged by the
Contractor directly or indirectly;
d) the Contract Administrator giving notice under subsection GC 7.10, Suspension of Work;
1 e) abnormal inclement weather; or
f) archaeological finds in accordance with subsection GC 3.15, Archaeological Finds,
then the Contractor shall be reimbursed by the Owner for reasonable costs incurred by the
Contractor as the result of such delay, provided that in the case of an application for an extension of
Contract Time due to abnormal inclement weather, the Contractor shall, with the Contractor's
application, submit evidence from Environment Canada in support of such application. Extension of
Contract Time may be granted in accordance with subsection GC 3.06, Extension of Contract Time.
.02 If the Work is delayed by labour disputes, strikes or lock -outs, including lock -outs decreed or
recommended to its members by a recognized contractor's association, of which the Contractor is a
member or to which the Contractor is otherwise bound, are beyond the Contractor's control, which
then the Contract Time shall be extended in accordance with subsection GC 3.06, Extension of
Contract Time. In no case shall the extension of Contract Time be Tess than the time lost as the
result of the event causing the delay, unless a shorter extension is agreed to by the Contractor. The
Contractor shall not be entitled to payment for costs incurred as the result of such delays unless
such delays are the result of actions by the Owner.
.03 The Contractor shall not be entitled to payment for the cost of delays incurred as a result of a dispute
between the Contractor and Owner. The Contractor shall execute the Work and may pursue
resolution of the dispute in accordance with subsection GC 3.13, Claims, Negotiations, Mediations.
GC 3.08 Assignment of Contract
.01 The Contractor shall not assign the Contract, either in whole or in part, without the prior written
consent of the Owner.
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GC 3.09 Subcontracting by the Contractor
.01 The Contractor may subcontract any part of the Work, subject to these General Conditions and any
limitations specified in the Contract Documents.
.02 The Contractor shall notify the Contract Administrator 10 Days prior to the start of construction, in
writing, of the intention to subcontract. Such notification shall identify the part of the Work, and the
Subcontractor with whom it is intended.
.03 The Contract Administrator shall, within 5 Days of receipt of such notification, accept or reject the 1
intended Subcontractor. The rejection shall be in writing and shall include the reasons for the
rejection.
.04 The Contractor shall not, without the written consent of the Owner, change a Subcontractor who has
been engaged in accordance with this subsection.
.05 The Contractor shall preserve and protect the rights of the parties under the Contract with respect to 1
that part of the Work to be performed under subcontract and shall,
a) enter into agreements with the intended Subcontractors to require them to perform their work in
accordance with the Contract Documents; and
b) be as fully responsible to the Owner for acts and omissions of the Contractor's Subcontractors
and of persons directly or indirectly employed by them as for acts and omissions of persons
directly employed by the Contractor.
.06 The Owner's consent to subcontracting by the Contractor shall not be construed to relieve the
Contractor from any obligation under the Contract and shall not impose any liability upon the Owner.
Nothing contained in the Contract Documents shall create a contractual relationship between a
Subcontractor and the Owner.
GC 3.10 Changes
GC 3.10.01 Changes in the Work
.01 The Owner, or the Contract Administrator where so authorized, may, by order in writing, make a
Change in the Work without invalidating the Contract. The Contractor shall not be required to
proceed with a Change in the Work until in receipt of a Change Order or Change Directive. Upon
the receipt of such Change Order or Change Directive the Contractor shall proceed with the Change
in the Work.
.02 The Contractor may apply for an extension of Contract Time according to the terms of subsection
GC 3.06, Extension of Contract Time.
.03 If the Change in the Work relates solely to quantities, payment for that part of the Work shall be
made according to the conditions specified in clause GC 8.01.02, Variations in Tender Quantities. If
the Change in the Work does not solely relate to quantities, then either the Owner or the Contractor
may initiate negotiations upwards or downwards for the adjustment of the Contract price in respect
of the Change in the Work pursuant to subsection GC 3.13, Claims, Negotiations, Mediation or
payment may be made according to the conditions contained in clause GC 8.02.04, Payment on a
Time and Material Basis.
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GC 3.10.02 Extra Work
1 .01 The Owner, or Contract Administrator where so authorized, may instruct the Contractor to perform
Extra Work without invalidating the Contract. The Contractor shall not be required to proceed with
the Extra Work until in receipt of a Change Order or Change Directive. Upon receipt of such Change
Order or Change Directive the Contractor shall proceed with the Extra Work.
.02 The Contractor may apply for an extension of Contract Time according to the terms of subsection
I GC 3.06, Extension of Contract Time.
.03 Either the Owner or Contractor may initiate negotiations upwards or downwards for the payment for
the Extra Work pursuant to subsection GC 3.13, Claims, Negotiations, Mediation, or payment may
I be made according to the conditions contained in clause GC 8.02.04, Payment on a Time and
Material Basis.
I GC 3.10.03 Additional Work
.01 The Owner, or Contract Administrator where so authorized, may request the Contractor to perform
Additional Work without invalidating the Contract. If the Contractor agrees to perform Additional
1 Work, the Contractor shall proceed with such Additional Work upon receipt of a Change Order.
.02 The Contractor may apply for an extension of Contract Time according to the terms of subsection
GC 3.06, Extension of Contract Time.
I .03 Payment for the Additional Work may be negotiated pursuant to subsection GC 3.13, Claims,
Negotiations, Mediation, or payment may be made according to the conditions contained in clause
1 GC 8.02.04, Payment on a Time and Material Basis.
GC 3.11 Notices
I .01 Any notice permitted or required to be given to the Contract Administrator or the Superintendent in
respect of the Work shall be deemed to have been given to and received by the addressee on the
date of delivery if delivered by hand, email, or by facsimile transmission and on the fifth Day after the
I date of mailing, if sent by mail.
.02 The Contractor and the Owner shall provide each other with the mail and email addresses; pager,
cell phone, and telephone numbers; and facsimile terminal numbers for the Contract Administrator
I and the Superintendent at the commencement of the Work, and update as necessary.
.03 In the event of an emergency situation or other urgent matter the Contract Administrator or the
Superintendent may give a verbal notice, provided that such notice is confirmed in writing within
1 2 Days.
.04 Any notice permitted or required to be given to the Owner or the Contractor shall be given in
I accordance with the notice provision of the Contract.
GC 3.12 Use and Occupancy of the Work Prior to Substantial Performance
I .01 Where it is not contemplated elsewhere in the Contract Documents, the Owner may use or occupy
the Work or any part thereof prior to Substantial Performance, provided that at least 30 Days written
notice has been given to the Contractor.
I .02 The use or occupancy of the Work or any part thereof by the Owner prior to Substantial Performance
shall not constitute an acceptance of the Work or parts so occupied. in addition, the use or
occupancy of the Work shall not relieve the Contractor or the Contractor's Surety from any liability
I that has arisen, or may arise, from the performance of the Work in accordance with the Contract
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Documents. The Owner shall be responsible for any damage that occurs because of the Owner's
use or occupancy. Such use or occupancy of any part of the Work by the Owner does not waive the
Owner's right to charge the Contractor liquidated damages in accordance with the terms of the
Contract.
GC 3.13 Claims, Negotiations, Mediation 1
GC 3.13.01 Continuance of the Work
.01 Unless the Contract has been terminated or completed, the Contractor shall in every case, after I
serving or receiving any notification of a claim or dispute, verbal or written, continue to proceed with
the Work with due diligence and expedition. It is understood by the parties that such action shall not
jeopardize any claim it may have. 1
GC 3.13.02 Record Keeping
.01 Immediately upon commencing work that may result in a claim, the Contractor shall keep Daily Work
Records during the course of the Work, sufficient to substantiate the Contractor's claim, and the
Contract Administrator shall keep Daily Work Records to be used in assessing the Contractor's
claim, all in accordance with clause GC 8.02.07, Records.
.02 The Contractor and the Contract Administrator shall attempt to reconcile their respective Daily Work
Records on a daily basis, to simplify review of the claim, when submitted. If the Contractor and the
Contract Administrator fail to reconcile their respective Daily Work Records, then the Contractor shall
submit its Daily Work Records as part of its claim, whereby the resolution of the dispute about the
Daily Work Records shall not be resolved until there is a resolution of the claim.
.03 The keeping of Daily Work Records by the Contract Administrator or the reconciling of such Daily
Work Records with those of the Contractor shall not be construed to be acceptance of the claim.
GC 3.13.03 Claims Procedure 1
.01 The Contractor shall give verbal notice of any situation that may lead to a claim for additional
payment immediately upon becoming aware of the situation.
.02 The Contractor shall provide written notice in the standard form "Notice of Intent to Claim" within
7 Days of the commencement of any part of the Work that may be affected by the situation.
.03 The Contractor shall submit detailed claims as soon as reasonably possible and in any event no
later than 30 Days after completion of the work affected by the situation. The detailed claim shall:
a) identify the item or items in respect of which the claim arises;
b) state the grounds, contractual or otherwise, upon which the claim is made; and
c) include the Records maintained by the Contractor supporting such claim. 1
In exceptional cases, the 30 Days may be increased to a maximum of 90 Days with approval in
writing from the Contract Administrator.
.04 Within 30 Days of the receipt of the Contractor's detailed claim, the Contract Administrator may
request the Contractor to submit any further and other particulars as the Contract Administrator
considers necessary to assess the claim. The Contractor shall submit the requested information
within 30 Days of receipt of such request.
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.05 Within 90 Days of receipt of the detailed claim, the Contract Administrator shall advise the
1 Contractor, in writing, of the Contract Administrator's opinion with regard to the validity of the claim.
GC 3.13.04 Negotiations
.01 The parties shall make all reasonable efforts to resolve their dispute by amicable negotiations and
agree to provide, without prejudice, open and timely disclosure of relevant facts, information, and
documents to facilitate these negotiations.
.02 Should the Contractor disagree with the opinion given in paragraph GC 3.13.03.05, with respect to
any part of the claim, the Contract Administrator shall enter into negotiations with the Contractor to
resolve the matters in dispute. Where a negotiated settlement cannot be reached and it is agreed
that payment cannot be made on a Time and Material basis in accordance with clause GC 8.02.04,
Payment on a Time and Material Basis, the parties shall proceed in accordance with clause
GC 3.13.05, Mediation, or subsection GC 3.14, Arbitration.
GC 3.13.05 Mediation
.01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.13.04,
Negotiations, within a period of 30 Days following the opinion given in paragraph GC 3.13.03.05, and
the Contractor wishes to pursue the issue further, the parties may, upon mutual agreement, utilize
the services of an independent third party mediator.
1 .02 The mediator shall be mutually agreed upon by the Owner and Contractor.
.03 The mediator shall be knowledgeable regarding the area of the disputed issue. The mediator shall
1 meet with the parties together or separately, as necessary, to review all aspects of the issue. In a
final attempt to assist the parties in resolving the issue themselves prior to proceeding to arbitration
the mediator shall provide, without prejudice, a non - binding recommendation for settlement.
.04 The review by the mediator shall be completed within 90 Days following the opinion given in
paragraph GC 3.13.03.05.
1 .05 Each party is responsible for its own costs related to the use of the third party mediator process.
The cost of the third party mediator shall be equally shared by the Owner and Contractor.
GC 3.13.06 Payment
.01 Payment of the claim shall be made no later than 30 Days after the date of resolution of the claim or
dispute. Such payment shall be made according to the terms of Section GC 8.0, Measurement and
Payment.
GC 3.13.07 Rights of Both Parties
.01 It is agreed that no action taken under subsection GC 3.13, Claims, Negotiations, Mediation, by
either party shall be construed as a renunciation or waiver of any of the rights or recourse available
to the parties, provided that the requirements set out in this subsection are fulfilled.
GC 3.14 Arbitration
GC 3.14.01 Conditions of Arbitration
.01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.13.04,
Negotiations, or the mediation stage noted in clause GC 3.13.05, Mediation, either party may invoke
the provisions of subsection GC 3.14, Arbitration, by giving written notice to the other party.
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.02 Notification that arbitration shall be implemented to resolve the issue shall be communicated in
writing as soon as possible and no later than 60 Days following the opinion given in paragraph
GC 3.13.03.05. Where the use of a third party mediator was implemented, notification shall be
within 120 Days of the opinion given in paragraph GC 3.13.03.05.
.03 The parties shall be bound by the decision of the arbitrator. 1
.04 The rules and procedures of the Arbitration Act, 1991, S.O. 1991, c.17, as amended, shall apply to
any arbitration conducted hereunder except to the extent that they are modified by the express
provisions of subsection GC 3.14, Arbitration.
GC 3.14.02 Arbitration Procedure
.01 The following provisions are to be included in the agreement to arbitrate and are subject only to such 1
right of appeal as exist where the arbitrator has exceeded his or her jurisdiction or have otherwise
disqualified him or herself:
a) All existing actions in respect of the matters under arbitration shall be stayed pending arbitration;
b) All outstanding claims and matters to be settled are to be set out in a schedule to the agreement.
Only such claims and matters as are in the schedule shall be arbitrated; and
c) Before proceeding with the arbitration, the Contractor shall confirm that all matters in dispute are
set out in the schedule. 1
GC 3.14.03 Appointment of Arbitrator
.01 The arbitrator shall be mutually agreed upon by the Owner and Contractor to adjudicate the dispute. 1
.02 Where the Owner and Contractor cannot agree on a sole arbitrator within 30 Days of the notification
of arbitration noted in paragraph GC 3.14.01.02, the Owner and the Contractor shall each choose an
appointee within 37 Days of the notice of arbitration.
.03 The appointees shall mutually agree upon an arbitrator to adjudicate the dispute within 15 Days after
the last appointee was chosen or they shall refer the matter to the Arbitration and Mediation Institute
of Ontario Inc., which may select an arbitrator to adjudicate the dispute within 7 Days of being
requested to do so.
.04 The arbitrator shall not be interested financially in the Contract nor in either party's business and 1
shall not be employed by either party.
.05 The arbitrator may appoint independent experts and any other persons to assist him or her. 1
.06 The arbitrator is not bound by the rules of evidence that govern the trial of cases in court but may
hear and consider any evidence that the arbitrator considers relevant.
.07 The hearing shall commence within 90 Days of the appointment of the arbitrator.
GC 3.14.04 Costs
.01 The arbitrator's fee shall be equally shared by the Owner and the Contractor.
.02 The fees of any independent experts and any other persons appointed to assist the arbitrator shall
be shared equally by the Owner and the Contractor.
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.03 The arbitration hearing shall be held in a place mutually agreed upon by both parties or in the event
the parties do not agree, a site shall be chosen by the arbitrator. The cost of obtaining appropriate
facilities shall be shared equally by the Owner and the Contractor.
.04 The arbitrator may, in his or her discretion, award reasonable costs, related to the arbitration.
GC 3.14.05 The Decision
.01 The reasoned decision shall be made in writing within 90 Days of the conclusion of the hearing. An
extension of time to make a decision may be granted with consent of both parties. Payment shall be
made in accordance with clause GC 3.13.06, Payment.
GC 3.15 Archaeological Finds
.01 If the Contractor's operations expose any items that may indicate an archaeological find, such as
building remains, hardware, accumulations of bones, pottery, or arrowheads, the Contractor shall
immediately notify the Contract Administrator and suspend operations within the area identified by
the Contract Administrator. Notification may be verbal provided that such notice is confirmed in
writing within 2 Days. Work shall remain suspended within that area until otherwise directed by the
Contract Administrator in writing, in accordance with subsection GC 7.10, Suspension of Work.
.02 Any delay in the completion of the Contract that is caused by such a suspension of Work shall be
considered to be beyond the Contractor's control in accordance with paragraph GC 3.07.01.
.03 Any work directed or authorized in connection with an archaeological find shall be considered as
Extra Work in accordance with clause GC 3.10.02, Extra Work.
.04 The Contractor shall take all reasonable action to minimize additional costs that may accrue as a
result of any work stoppage.
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SECTION GC 4.0 - OWNER'S RESPONSIBILITIES AND RIGHTS
GC 4.01 Working Area 1
.01 The Owner shall acquire all property rights that are deemed necessary by the Owner for the
construction of the Work, including temporary working easements, and shall indicate the full extent
of the Working Area on the Contract Drawings.
.02 The Geotechnical Report and Subsurface Report that may be provided by the Owner as part of the
tender documents shall form part of the Contract Drawings.
GC 4.02 Approvals and Permits
.01 The Owner shall pay for all plumbing and building permits. 1
.02 The Owner shall obtain and pay for all permits, licences, and certificates solely required for the
design of the Work. ,
GC 4.03 Management and Disposition of Materials
.01 The Owner shall identify in the Contract Documents the materials to be moved within or removed !
from the Working Area and any characteristics of those materials that necessitates special materials
management and disposition.
.02 In accordance with regulations under the Occupational Health and Safety Act, R.S.O. 1990, c.0.1, 1
as amended, the Owner advises that,
a) the designated substances silica, lead, and arsenic are generally present throughout the
Working Area occurring naturally or as a result of vehicle emissions;
b) the designated substance asbestos may be present in cement products, asphalt, and conduits
for Utilities;
c) the following hazardous materials are ordinarily present in construction activities: limestone,
gypsum, marble, mica, and Portland cement; and 1
d) exposure to these substances may occur as a result of activities by the Contractor such as
sweeping, grinding, crushing, drilling, blasting, cutting, and abrasive blasting.
.03 The Owner shall identify in the Contract Documents any designated substances or hazardous
materials other than those identified above and their location in the Working Area.
.04 If the Owner or Contractor discovers or is advised of the presence of designated substances or
hazardous materials that are in addition to those listed in paragraph GC 4.03.02, or not clearly
identified in the Contract Documents according to paragraph GC 4.03.03, then verbal notice shall be
provided to the other party immediately with written confirmation within 2 Days. The Contractor shall
stop work in the area immediately and shall determine the necessary steps required to complete the
work in accordance with applicable legislation and regulation.
.05 The Owner shall be responsible for any reasonable additional costs of removing, managing and 1
disposing of any material not identified in the Contract Documents, or where conditions exist that
could not have been reasonably foreseen at the time of tendering. All work under this paragraph
shall be deemed to be Extra Work.
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.06 Prior to commencement of the Work, the Owner shall provide to the Contractor a list of those
products controlled under the Workplace Hazardous Materials Information System (WHMIS), that
the Owner may supply or use on the Contract, together with copies of the Materials Safety Data
Sheets for these products. All containers used in the application of products controlled under
WHMIS shall be labelled. The Owner shall notify the Contractor in writing of changes to the list and
1 provide relevant Material Safety Data Sheets.
GC 4.04 Construction Affecting Railway Property
.01 The Owner shall pay the costs of all flagging and other traffic control measures required and
provided by the railway company unless such costs are solely a function of the Contractor's chosen
method of completing the Work.
.02 Every precaution shall be taken by the Contractor to protect all railway property at track crossings; or
otherwise, on which construction operations are to take place in accordance with the terms of this
i Contract.
.03 The Contractor shall be required to conduct the construction operations in such a manner as to
avoid a possibility of damaging any railway property in the vicinity of the works. Every reasonable
precaution shall be taken by the Contractor to ensure the safety of the workers, Subcontractors, and
Equipment, as well as railway property throughout the duration of the Contract.
GC 4.05 Default by the Contractor
1 .01 If the Contractor fails to commence the Work within 14 Days of a formal order to commence work
signed by the Contract Administrator or, upon commencement of the Work, should neglect to
prosecute the Work properly or otherwise fails to comply with the requirements of the Contract a nd,
if the Contract Administrator 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.
.02 If the Contractor is 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.
GC 4.06 Contractor's Right to Correct a Default
.01 The Contractor shall have the right within the 5 full Working Days following the receipt of a notice of
default to correct the default and provide the Owner with satisfactory proof that appropriate
corrective measures have been taken.
.02 If the correction of the default cannot be completed within the 5 full Working Days following receipt of
the notice, the Contractor shall not be in default if the Contractor,
a) commences the correction of the default within the 5 full Working Days following receipt of the
1 notice;
b) provides the Owner with an acceptable schedule for the progress of such correction; and
c) completes the correction in accordance with such schedule.
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GC 4.07 Owner's Right to Correct Default
.01 If the Contractor fails to correct the default within the time specified in subsection GC 4.06,
Contractor's Right to Correct a Default, or subsequently agreed upon, the Owner, without prejudice
to any other right or remedy the Owner may have, may correct such default and deduct the cost
thereof, as certified by the Contract Administrator, from any payment then or thereafter due to the
Contractor.
GC 4.08 Termination of Contractor's Right to Continue the Work
.01 Where the Contractor fails to correct a default within the time specified in subsection GC 4.06,
Contractor's Right to Correct a Default, or subsequently agreed upon, the Owner, without prejudice
to any other right or remedy the Owner may have, may terminate the Contractor's right to continue
the Work in whole or in part by giving written notice to the Contractor.
.02 If the Owner terminates the Contractor's right to continue with the Work in whole or in part, the
Owner shall be entitled to,
a) take possession of the Working Area or that portion of the Working Area devoted to that part of
the Work terminated;
b) use the Equipment of the Contractor and any Material within the Working Area that is intended to
be incorporated into the Work, the whole subject to the right of third parties;
c) withhold further payments to the Contractor with respect to the Work or the portion of the Work 1
withdrawn from the Contractor until the Work or portion thereof withdrawn is completed;
d) charge the Contractor the additional cost over the Contract price of completing the Work or
portion thereof withdrawn from the Contractor, as certified by the Contract Administrator and any
additional compensation paid to the Contract administrator for such additional service arising
from the correction of the default;
e) charge the Contractor a reasonable allowance, as determined by the Contract Administrator, to
cover correction to the Work performed by the Contractor that may be required under subsection
GC 7.16, Warranty; 1
f) charge the Contractor for any damages the Owner sustained as a result of the default; and
g) charge the Contractor the amount by which the cost of corrections to the Work under subsection 1
GC 7.16, Warranty, exceeds the allowance provided for such corrections.
GC 4.09 Final Payment to Contractor
.01 If the Owner's cost to correct and complete the Work in whole or in part is less than the amount
withheld from the Contractor under subsection GC 4.08, Termination of Contractor's Right to
Continue the Work, the Owner shall pay the balance to the Contractor as soon as the final
accounting for the Contract is complete.
GC 4.10 Termination of the Contract
.01 Where the Contractor is in default of the Contract the Owner may, without prejudice to any other
right or remedy the Owner may have, terminate the Contract by giving written notice of termination to
the Contractor, the Surety, and any trustee or receiver acting on behalf of the Contractor's estate or
creditors.
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.02 If the Owner elects to terminate the Contract, the Owner may provide the Contractor and the trustee
1 or receiver with a complete accounting to the date of termination.
GC 4.11 Continuation of Contractor's Obligations
1 .01 The Contractor's obligation under the Contract as to quality, correction, and warranty of the Work
performed prior to the time of termination of the Contract or termination of the Contractor's right to
continue with the Work in whole or in part shall continue to be in force after such termination.
1 GC 4.12 Use of Performance Bond
.01 If the Contractor is in default of the Contract and the Contractor has provided a Performance Bond,
1 the provisions of Section GC 4.0, Owner's Responsibilities and Rights, shall be exercised in 1
accordance with the conditions of the Performance Bond.
I GC 4.13 Payment Adjustment
.01 If any situation should occur in the performance of the Work that would result in a Change in the
Work, the Owner shall be entitled to an adjustment and those adjustments shall be managed in
1 accordance with subsection GC 3.10.01, Changes in the Work.
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SECTION GC 5.0 - MATERIAL
GC 5.01 Supply of Material
.01 All Material necessary for the proper completion of the Work, except that listed as being supplied by
the Owner, shall be supplied by the Contractor. The Contract price for the appropriate tender items
shall be deemed to include full compensation for the supply of such Material.
GC 5.02 Quality of Material
.01 All Material supplied by the Contractor shall be new, unless otherwise specified in the Contract
Documents.
.02 Material supplied by the Contractor shall conform to the requirements of the Contract. 1
.03 As specified in the Contract Documents or as requested by the Contract Administrator, the
Contractor shall make available, for inspection or testing, a sample of any Material to be supplied by
the Contractor.
.04 The Contractor shall obtain for the Contract Administrator the right to enter onto the premises of the
Material manufacturer or supplier to carry out such inspection, sampling, and testing as specified in
the Contract Documents or as requested by the Contract Administrator.
.05 The Contractor shall notify the Contract Administrator of the sources of supply sufficiently in advance
of the Material shipping dates to enable the Contract Administrator to perform the required
inspection, sampling, and testing.
.06 The Owner shall not be responsible for any delays to the Contractor's operations where the
Contractor fails to give sufficient advance notice to the Contract Administrator to enable the Contract
Administrator to carry out the required inspection, sampling, and testing before the scheduled
shipping date. 1
.07 The Contractor shall not change the source of supply of any Material without the written
authorization of the Contract Administrator.
.08 Material that is not specified shall be of a quality best suited to the purpose required, and the use of
such Material shall be subject to the approval of the Contract Administrator.
.09 All Material inspection, sampling, and testing shall be carried out on random basis in accordance
with the standard inspection or testing methods required for the Material. Any approval given by the
Contract Administrator for the Materials to be used in the Work based upon the random method shall
not relieve the Contractor from the responsibility of incorporating Material that conforms to the
Contract Documents into the Work or properly performing the Contract and of any liability arising
from the failure to properly perform as specified in the Contract Documents.
GC 5.03 Rejected Material 1
.01 Rejected Material shall be removed from the Working Area expeditiously after the notification to that
effect from the Contract Administrator. Where the Contractor fails to comply with such notice, the
Contract Administrator may cause the rejected Material to be removed from the Working Area and
disposed of, in what the Contract Administrator considers to be the most appropriate manner, and
the Contractor shall pay the costs of disposal and the appropriate overhead charges.
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GC 5.04 Substitutions
1 .01 Where the Contract Documents require the Contractor to supply a Material designated by a trade or
other name, the Tender shall be based only upon supply of the Material so designated, that shall be
I regarded as the standard of quality required by the Contract Documents. After the acceptance of
the Tender, the Contractor may apply to the Contract Administrator to substitute another Material
identified by a different trade or other name for the Material designated as aforesaid. The
application shall be in writing and shall state the price for the proposed substitute Material
I designated as aforesaid, and such other information as the Contract Administrator may require.
.02 Rulings on a proposed substitution shall not be made prior to the acceptance of the Tender.
Substitutions shall not be made without the prior approval of the Contract Administrator. The
I approval or rejection of a proposed substitution shall be at the discretion of the Contract
Administrator.
1 .03 If the proposed substitution is approved by the Contract Administrator, the Contractor shall be
entitled to the first $1,000 of the aggregate saving in cost by reason of such substitution and to 50%
of any additional saving in cost in excess of such $1,000. Each such approval shall be conveyed to
the Contractor in writing or by issuance of a Certificate of Equality on the Owner's standard form of
I "Certification of Equality" and, if any adjustment to the Contract price is made by reason of such
substitution, a Change Order shall be issued as well.
GC 5.05 Owner Supplied Material
1 GC 5.05.01 Ordering of Excess Material
I .01 Where Material is supplied by the Owner and where this Material is ordered by the Contractor in
excess of the amount specified to complete the Work, such excess Material shall become the
property of the Contractor on completion of the Work and shall be charged to the Contractor at cost
plus applicable overheads.
1 GC 5.05.02 Care of Material
I .01 The Contractor shall, in advance of receipt of shipments of Material supplied by the Owner, provide
adequate and proper storage facilities acceptable to the Contract Administrator, and on the receipt of
such Material shall promptly place it in storage, except where it is to be incorporated forthwith into
the Work.
I .02 The Contractor shall be responsible for acceptance of Material supplied by the Owner, at the
specified delivery point and for its safe handling and storage. If such Material is damaged while
under the control of the Contractor, it shall be replaced or repaired by the Contractor at no expense
I to the Owner, and to the satisfaction of the Contract Administrator. If such Material is rejected by the
Contract Administrator for reasons that are not the fault of the Contractor, it shall remain in the care
and at the risk of the Contractor until its disposition has been determined by the Contract
I Administrator.
.03 Where Material supplied by the Owner arrives at the delivery point in a damaged condition or where
there are discrepancies between the quantities received and the quantities shown on the bills of
1 lading, the Contractor shall immediately report such damage or discrepancies to the Contract
Administrator who shall arrange for an immediate inspection of the shipment and provide the
Contractor with a written release from responsibility for such damage or deficiencies. Where
damage or deficiencies are not so reported, it shall be assumed that the shipment arrived in good
1 condition and order, and any damage or deficiencies reported thereafter shall be made good by the
Contractor at no extra cost to the Owner.
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.04 The full amount of Material supplied by the Owner in each shipment shall be accounted for by the
Contractor and such Material shall be at the risk of the Contractor after taking delivery. Such
Material shall not, except with the written permission of the Contract Administrator, be used by the
Contractor for purposes other than the performance of the Work under the Contract.
.05 Empty reels, crates, containers, and other type of packaging from Material supplied by the Owner
shall become the property of the Contractor when they are no longer required for their original
purpose and shall be disposed of by the Contractor, unless otherwise specified in the Contract
Documents.
.06 Immediately upon receipt of each shipment, the Contractor shall provide the Contract Administrator
copies of bills of lading, or such other documentation the Contract Administrator may require to
substantiate and reconcile the quantities of Material received. 1
.07 Where Material supplied by the Owner is ordered and stockpiled prior to the award of the Contract,
the Contractor shall, at no extra cost to the Owner, immediately upon commencement of operations,
check the Material, report any damage or deficiencies to the Contract Administrator and take charge
of the Material at the stockpile site Where damage or deficiencies are not so recorded by the
Contractor, it shall be assumed that the stockpile was in good condition and order when the
Contractor took charge of it, and any damage or deficiencies reported thereafter shall be made good
by the Contractor at no extra cost to the Owner.
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SECTION GC 6.0 - INSURANCE, PROTECTION AND DAMAGE
GC 6.01 Protection of Work, Persons and Property
.01 The Contractor, the Contractor's agents, and all workers employed by or under the control of the
Contractor, including Subcontractors, shall protect the Work, persons, and property from damage or
injury. The Contractor shall be responsible for all losses and damage that may arise as the result of
I the Contractor's operations under the Contract, unless indicated to the contrary below.
.02 The Contractor is responsible for the full cost of any necessary temporary protective work or works
and the restoration of all damage where the Contractor damages the Work or property in the
performance of the Contract. If the Contractor is not responsible for the damage that occurs to the
Work or property, the Contractor shall restore such damage, and such work and payment shall be
administered according to these General Conditions.
.03 The Contractor shall immediately inform the Contract Administrator of all damage and injuries that
occur during the term of the Contract. The Contractor shall then investigate and report back to the
Contract Administrator within 15 Days of occurrence of incident, or as soon as possible.
1 .04 The Contractor shall not be responsible for loss and damage that occurs as a result of,
1 a) war;
b) blockades and civil commotions;
c) errors in the Contract Documents; or
d) acts or omissions of the Owner, the Contract Administrator, their agents and employees, or
1 others not under the control of the Contractor, but within the Working Area with the Owner's
permission.
.05 The Contractor and the Contractor's Surety shall not be released from any term or provision of any
responsibility, obligation, or liability under the Contract or waive or impair any of the rights of the
Owner, except by a release duly executed by the Owner.
GC 6.02 Indemnification
t .01 The Contractor shall indemnify and hold harmless the Owner and the Contract Administrator, their
elected officials, agents, officers, and employees from and against all claims, demands, losses,
expenses, costs, damages, actions, suits, or proceedings by third parties, hereinafter called "claims ",
directly or indirectly arising or alleged to arise out of the performance of or the failure to perform the
Work, provided such claims are,
a) attributable to bodily injury, sickness, disease, or death or to damage to or destruction of tangible
property;
b) caused by negligent acts or omissions of the Contractor or anyone for whose acts the Contractor
may be liable; and
c) 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, where so specified in the
Contract Documents, from the date of certification of Final Acceptance.
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.02 The Contractor shall indemnify and hold harmless the Owner from all and every claim for damages,
royalties or fees for the infringement of any patented invention or copyright occasioned by the
Contractor in connection with the Work performed or Material furnished by the Contractor under the
Contract.
.03 The Owner expressly waives the right to indemnity for claims other than those stated in paragraphs
GC 6.02.01 and GC 6.02.02.
.04 The Owner shall indemnify and hold harmless the Contractor, their elected officials, agents, officers,
and employees from and against all claims, demands, losses, expenses, costs, damages, actions,
suits, or proceedings arising out of the Contractor's performance of the Contract that are attributable
to a lack of or defect in title or an alleged lack of or defect in title to the Working Area.
.05 The Contractor expressly waives the right to indemnity for claims other than those stated in
paragraph GC 6.02.04.
GC 6.03 Contractor's Insurance
GC 6.03.01 General
.01 Without restricting the generality of subsection GC 6.02, Indemnification, the Contractor shall
provide, maintain, and pay for the insurance coverages listed under clauses GC 6.03.02 and
GC 6.03.03. Insurance coverage in clauses GC 6.03.04, GC 6.03.05, and GC 6.03.06 shall only
apply when so specified in the Contract Documents.
.02 The Contractor shall provide the Contract Administrator with an original Certificate of Insurance for
each type of insurance coverage that is required by the Contract Documents. The Contractor shall
ensure that the Contract Administrator is, at all times in receipt of a valid Certificate of Insurance for
each type of insurance coverage, in such amounts as specified in the Contract Documents. The
Contractor will not be permitted to commence work until the Contract Administrator is in receipt of 111 such proof of insurance. The Contract Administrator may withhold payments of monies due to the
Contractor until the Contractor has provided the Contract Administrator with original valid Certificates
of Insurance as required by the provisions of the Contract Documents.
GC 6.03.02 General Liability Insurance
.01 General liability insurance shall be in the name of the Contractor, with the Owner and the Contract
Administrator named as additional insureds, with limits of not less than five million dollars inclusive
per occurrence for bodily injury, death, and damage to property including loss of use thereof, with a
property damage deductible of not more than $5,000. The form of this insurance shall be the
Insurance Bureau of Canada Form IBC 2100. '
.02 Another form of insurance equal to or better than that required in IBC Form 2100 may be used,
provided all the requirements listed in the Contract are included. Approval of this insurance shall be
conditional upon the Contractor obtaining the services of an insurer licensed to underwrite insurance
in the Province of Ontario and obtaining the insurer's certificate of equivalency to the required
insurance.
.03 The Contractor shall maintain in force such policies of insurance specified by the Contract
Documents at all times from the commencement of the Work until the end of any Warranty Period or
as otherwise required by the Contract Documents.
.04 The Contractor shall submit annually to the Owner, proof of continuation of the completed operations 1
coverage and, if the Contractor fails to do so, the limitation period for claiming indemnity described in
paragraph GC 6.02.01 c), shall not be binding on the Owner.
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.05 Should the Contractor decide not to employ Subcontractors for operations requiring the use of
1 explosives for blasting, pile driving or caisson work, removal or weakening of support of property
building or land, IBC Form 2100 as required shall include the appropriate endorsements.
1 .06 The policies shall be endorsed to provide the Owner with not less than 30 Days written notice in
advance of cancellation, change or amendment restricting coverage.
.07 "Claims Made" insurance policies shall not be permitted.
GC 6.03.03 Automobile Liability Insurance
1 .01 Automobile liability insurance in respect of licensed vehicles shall have limits of not less than five
million dollars inclusive per occurrence for bodily injury, death and damage to property, in the
following forms endorsed to provide the Owner with not less than 30 Days written notice in advance
of any cancellation, change, or amendment restricting coverage:
a) standard non -owned automobile policy including standard contractual liability endorsement, and
b) standard owner's form automobile policy providing third party liability and accident benefits
insurance and covering licensed vehicles owned or operated by the Contractor.
GC 6.03.04 Aircraft and Watercraft Liability Insurance
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GC 6.03.04.01 Aircraft Liability Insurance
.01 Aircraft liability insurance with respect to owned or non -owned aircraft used directly or indirectly in
the performance of the Work, including use of additional premises, shall be subject to limits of not
less than five million dollars inclusive per occurrence for bodily injury, death, and damage to property
including loss of use thereof, and limits of not less than five million dollars 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 30 Days written notice in advance of cancellation, change, or
amendment restricting coverage.
1 6.03.04.02 Watercraft Liability Insurance
.01 Watercraft liability insurance with respect to owned or non -owned watercraft used directly or
' indirectly in the performance of the Work, including use of additional premises, shall be subject to
limits of not less than five million dollars inclusive per occurrence for bodily injury, death, and
damage to property including loss of use thereof. Such insurance shall be in a form acceptable to
the Owner. The policies shall be endorsed to provide the Owner with not less than 30 Days written
1 notice in advance of cancellation, change, or amendment restricting coverage.
GC 6.03.05 Property and Boiler Insurance
1 GC 6.03.05.01 Property Insurance
.01 All risks property insurance shall be in the name of the Contractor, with the Owner and the Contract
I Administrator named as additional insureds, insuring not less than the sum of the amount of the
Contract price and the full value, as may be stated in the Contract Documents, of Material that is
specified to be provided by the Owner for incorporation into the Work, with a deductible not
exceeding 1% of the amount insured at the site of the Work. This insurance shall be in a form
acceptable to the Owner and shall be maintained continuously until 10 Days after the date of Final
Acceptance of the Work, as set out in the Final Acceptance Certificate.
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GC 6.03.05.02 Boiler Insurance
.01 Boiler insurance insuring the interests of the Contractor, the Owner and the Contract Administrator 1
for not less than the replacement value of boilers and pressure vessels forming part of the Work,
shall be in a form acceptable to the Owner. This insurance shall be maintained continuously from
commencement of use or operation of the property insured until 10 Days after the date of Final
Acceptance of the Work, as set out in the Final Acceptance Certificate.
GC 6.03.05.03 Use and Occupancy of the Work Prior to Completion ,
.01 Should the Owner wish to use or occupy part or all of the Work prior to Substantial Performance, the
Owner shall give 30 Days written notice to the Contractor of the intended purpose and extent of such
use or occupancy. Prior to such use or occupancy, the Contractor shall notify the Owner in writing of
the additional premium cost, if any, to maintain property and boiler insurance, which shall be at the
Owner's expense. If because of such use or occupancy the Contractor is unable to provide
coverage, the Owner upon written notice from the Contractor and prior to such use or occupancy
shall provide, maintain, and pay for property and boiler insurance insuring the full value of the Work,
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 uneamed premiums applicable to the
Contractor's policies upon termination of coverage.
.02 The policies shall provide that, in the event 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 both the Owner and the Contractor for the purpose of adjusting the amount of such loss or
damage payment with the insurers. When the extent of the Toss 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 such
reasonable extension of Contract Time relative to the extent of the loss or damage as the Contract
Administrator may decide in consultation with the Contractor.
GC 6.03.05.04 Payment for Loss or Damage
.01 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 in accordance with the
requirements of Section GC 8.0, Measurement and Payment. In addition, the Contractor shall be
entitled to receive from the payments made by the insurers the amount of the Contractor's interest in
the restoration of the Work.
.02 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 this Contract.
.03 In the event of a loss or damage to the Work arising from the action or omission of the Owner or ,
others, the Owner shall pay the Contractor the cost of restoring the Work as the restoration of the
Work proceeds and in accordance with the requirements of Section GC 8.0, Measurement and
Payment.
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GC 6.03.06 Contractor's Equipment Insurance
1 .01 All risks Contractor's equipment insurance .covering construction machinery and equipment used by 1
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
I by the insurer against the Owner. The policies shall be endorsed to provide the Owner with not less
than 30 Days written notice in advance of cancellation, change, or amendment restricting coverage.
Subject to satisfactory proof of financial capability by the Contractor for self - insurance of the
I Contractor's Equipment, the Owner agrees to waive the equipment insurance requirement, and for
the purpose of this Contract, the Contractor shall be deemed to be insured. This policy shall be
amended to provide permission for the Contractor to grant prior releases with respect to damage to
the Contractor's Equipment.
1 GC 6.03.07 Insurance Requirements and Duration
I .01 Unless specified otherwise, the duration of each insurance policy shall be from the date of
commencement of the Work until 10 Days after the date of Final Acceptance of the Work, as set out
in the Final Acceptance Certificate.
I .02 The Contractor shall provide the Owner, on a form acceptable to the Owner, proof of insurance prior
to commencement of the Work and signed by an officer of the Contractor and either the underwriter
or the broker.
I .03 The Contractor shall, on request, promptly provide the Owner with a certified true copy of each
insurance policy exclusive of information pertaining to premium or premium bases used by the
insurer to determine the cost of the insurance. The certified true copy shall include a signature by an
1 officer of the Contractor and, in addition, a signature by an officer of the insurer or the underwriter or
the broker.
.04 Where a policy is renewed, the Contractor shall provide the Owner, on a form acceptable to the
1 Owner, renewed proof of insurance immediately following completion of renewal.
.05 Unless specified otherwise, the Contractor shall be responsible for the payment of deductible
amounts under the policies.
I .06 If the Contractor fails to provide or maintain insurance as required in subsection GC 6.03,
Contractor's Insurance, or elsewhere in the Contract Documents, then the Owner shall have the right
1 to provide and maintain such insurance and give evidence thereof to the Contractor. The Owner's
cost thereof shall be payable by the Contractor to the Owner on demand.
.07 If the Contractor fails to pay the cost of the insurance placed by the Owner within 30 Days of the
I date on which the Owner made a formal demand for reimbursement of such costs, the Owner may
deduct the costs thereof from monies which are due or may become due to the Contractor.
I GC 6.04 Bonding
.01 The Contractor shall provide the Owner with the surety bonds in the amount required by the tender
documents.
I .02 Such bonds shall be issued by a duly licensed surety company authorized to transact a business of
suretyship in the Province of Ontario and shall be to the satisfaction of the Owner. The bonds shall
be maintained in good standing until the fulfilment of the Contract.
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GC 6.05 Workplace Safety and Insurance Board
.01 The Contractor shall provide the Contract Administrator with a copy of a Certificate of Clearance 1
indicating the Contractor's good standing with the Workplace Safety and Insurance Board, as
follows:
a) Immediately prior to the Contract Administrator authorizing the Contractor to commence Work.
b) Prior to issue of the Certificate of Substantial Performance.
c) Prior to expiration of the Warranty Period.
d) At any other time when requested by the Contract Administrator. 1
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SECTION GC 7.0 - CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK
1 GC 7.01 General
.01 The Contractor warrants that the site of the Work has been visited during the preparation of the
Tender and the character of the Work and all local conditions that may affect the performance of the
Work are known.
.02 The Contractor shall not commence the Work nor deliver anything to the Working Area until the
Contractor has received a written order to commence the Work, signed by the Contract
Administrator.
1 .03 The Contractor shall have complete control of the Work and shall effectively direct and supervise the
Work so as to ensure conformity with the Contract Documents. The Contractor shall be responsible
for construction means, methods, techniques, sequences, and procedures and for coordinating the
' various parts of the Work.
.04 The Contractor shall provide adequate labour, Equipment, and Material to ensure the completion of
the Contract in accordance with the Contract Documents. The Work shall be performed as
1 vigorously and as continuously as weather conditions or other interferences may permit.
.05 The Contractor shall have the sole responsibility for the design, erection, operation, maintenance,
1 and removal of temporary structures and other temporary facilities and the design and execution of
construction methods required in their use.
.06 Notwithstanding paragraph GC 7.01.05, where the Contract Documents include designs for
' temporary structures and other temporary facilities or specify a method of construction in whole or
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 that the Contractor is responsible for the
execution of the Work.
.07 The Contractor shall execute the terms of the Contract in strict compliance with the requirements of
the Occupational Health and Safety Act, R.S.O. 1990, c.O.1, as amended, (the "Act ") and Ontario
Regulation 213/91, as amended, (that regulates Construction Projects) and any other regulations as
amended under the Act (the "Regulations ") that may affect the performance of the Work, as the
' "Constructor" or "employer," as defined by the Act, as the case may be. The Contractor shall ensure
that:
a) worker safety is given first priority in planning, pricing, and performing the Work;
1 b) its officers and supervisory employees have a working knowledge of the duties of a
"Constructor" and "employer" as defined by the Act and the provisions of the Regulations
applicable to the Work, and a personal commitment to comply with them;
c) a copy of the most current version of the Act and the Regulations are available at the
Contractor's office within the Working Area, or, in the absence of an office, in the possession of
' the supervisor responsible for the performance of the Work;
d) workers employed to carry out the Work possess the knowledge, skills, and protective devices
required by law or recommended for use by a recognized industry association to allow them to
1 work in safety;
e) its supervisory employees carry out their duties in a diligent and responsible manner with due
consideration for the health and safety of the workers; and
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f) all Subcontractors and their workers are properly protected from injury while they are at the
Work Area. 1
.08 The Contractor, when requested, shall provide the Owner with a copy of its health and safety policy
and program at the pre -start meeting and shall respond promptly to requests from the Owner for
confirmation that its methods and procedures for carrying out the Work comply with the Act and
Regulations. The Contractor shall cooperate with representatives of the Owner and the inspectors
appointed to enforce the Act and the Regulations in any investigations of worker health and safety in
the performance of the Work. The Contractor shall indemnify and save the Owner harmless from
any additional expense that the Owner may incur to have the Work performed as a result of the
Contractor's failure to comply with the requirements of the Act and the Regulations.
.09 Prior to commencement of the Work, the Contractor shall provide to the Contract Administrator a list
of those products controlled under the Workplace Hazardous Materials Information System or
WHMIS, which the Contractor expects to use on the Contract. Related Materials Safety Data Sheets
shall accompany the submission. All containers used in the application of products controlled under
WHMIS shall be labelled. The Contractor shall notify the Contractor Administrator in writing of ,
changes in the products to be used and provide relevant Material Safety Data Sheets.
.10 The Contractor shall have an authorized representative on the site while any Work is being
performed, to supervise the Work and act for or on the Contractor's behalf. Prior to commencement
of construction, the Contractor shall notify the Contract Administrator of the names; addresses;
positions; and cell phone, pager, and telephone numbers of the Contractor's representatives who
can be contacted at any time to deal with matters relating to the Contract, and update as necessary. 1
.11 The Contractor shall designate a person to be responsible for traffic control and work zone safety.
The designated person shall be a competent worker who is qualified because of knowledge, training, 111 and experience to perform the duties; is familiar with Book 7 of the Ontario Traffic Manual; and has
knowledge of all potential or actual danger to workers and motorists. Prior to the commencement of
construction, the Contractor shall notify the Contract Administrator of the name; address; position;
cell phone, pager, and telephone numbers of the designated person, and update as necessary. The
designated person may have other responsibilities, including other construction sites, and need not
be present in the Working Area at all times.
.12 The Contractor shall, at no additional cost to the Owner, furnish all reasonable aid, facilities, and
assistance required by the Contract Administrator for the proper inspection and examination of the
Work or the taking of measurements for the purpose of payment.
.13 The Contractor shall prepare and update, as required, a construction schedule of operations,
indicating the proposed methods of construction and sequence of work and the time the Contractor
proposes to complete the various items of work within the time specified in the Contract Documents.
The schedule shall be submitted to the Contract Administrator within 14 Days from the Contract
award. If the Contractor's schedule is materially affected by changes, the Contractor shall submit an
updated construction schedule, if requested by the Contract Administrator, within 7 Days of the
request. This updated schedule shall show how the Contractor proposes to perform the balance of
the Work, so as to complete the Work within the time specified in the Contract Documents. 1
.14 Where the Contractor finds any error, inconsistency, or omission relating to the Contract, the
Contractor shall promptly report it to the Contract Administrator and shall not proceed with the
activity affected until receiving direction from the Contract Administrator.
.15 The Contractor shall promptly notify the Contract Administrator in writing if the subsurface conditions
observed in the Working Area differ materially from those indicated in the Contract Documents.
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.16 The Contractor shall arrange with the appropriate Utility authorities for the stake out of all
1 underground Utilities and service connections that may be affected by the Work. The Contractor
shall observe the location of the stake outs prior to commencing the Work and in the event that there
is a discrepancy between the location of the stake outs and the locations shown on the Contract
Documents, that may affect the Work, the Contractor shall immediately notify the Contract
Administrator and the affected Utility companies, in order to resolve the discrepancy. The Contractor
shall be responsible for any damage done to the Utilities and service connections by
the Contractor's forces during construction if the stake out locations are within the tolerances given
in paragraph GC 2.01.01 a).
GC 7.02 Layout
' .01 Prior to commencement of construction, the Contract Administrator and the Contractor shall locate
on site those property bars, baselines, and benchmarks that are necessary to delineate the Working
Area and to lay out the Work, all as shown on the Contract Drawings.
.02 The Contractor shall be responsible for the preservation of all property bars while the Work is in
progress, except those property bars that must be removed to facilitate the Work. Any other
property bars disturbed, damaged, or removed by the Contractor's operations shall be replaced
' under the supervision of an Ontario Land Surveyor, at the Contractor's expense.
.03 At no extra cost to the Owner, the Contractor shall provide the Contract Administrator with such
materials and devices as may be necessary to lay out the baseline and benchmarks, and as may be
1 necessary for the inspection of the Work.
.04 The Contractor shall provide qualified personnel to lay out and establish all lines and grades
' necessary for construction. The Contractor shall notify the Contract Administrator of any layout work
carried out, so that the same may be checked by the Contract Administrator.
.05 The Contractor shall install and maintain substantial alignment markers and secondary benchmarks
as may be required for the proper execution of the Work. The Contractor shall supply one copy of all
alignment and grade sheets to the Contract Administrator.
.06 The Contractor shall assume full responsibility for alignment, elevations, and dimensions of each
and all parts of the Work, regardless of whether the Contractor's layout work has been checked by
the Contract Administrator.
' .07 All stakes, marks, and reference points shall be carefully preserved by the Contractor. In the case of
their destruction or removal, such stakes, marks, and reference points shall be replaced at the
Contractor's expense.
.08 Benchmarks and survey monuments identified in the Contract Documents shall be protected by the
Contractor. In the case of their destruction or removal, such benchmarks and survey monuments
shall be replaced by the Owner at the Contractor's expense.
1 GC 7.03 Working Area
.01 The Contractor's sheds, site offices, toilets, other temporary structures, and storage areas for
' Material and Equipment shall be grouped in a compact manner and maintained in a neat and orderly
condition at all times.
.02 The Contractor shall confine the construction operations to the Working Area. Should the Contractor
1 require more space than that shown on the Contract Drawings, the Contractor shall obtain such
space at no additional cost to the Owner.
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.03 The Contractor shall not enter upon or occupy any private property for any purpose, unless the
Contractor has received prior written permission from the property owner. 1
GC 7.04 Damage by Vehicles or Other Equipment
.01 If at any time, in the opinion of the Contract Administrator, damage is being done or is likely to be
done to any Roadway or any improvement thereon, outside the Working Area, by the Contractor's
vehicles or other Equipment, whether licensed or unlicensed Equipment, the Contractor shall, on the
direction of the Contract Administrator, and at no extra cost to the Owner, make changes or
substitutions for such vehicles or Equipment, and shall alter loadings, or in some other manner,
remove the cause of such damage to the satisfaction of the Contract Administrator.
GC 7.05 Excess Loading of Motor Vehicles
.01 Where a vehicle is hauling Material for use on the Work, in whole or in part; upon a Highway; and
where motor vehicle registration is required for such vehicle, the Contractor shall not cause or permit
such vehicle to be loaded beyond the legal limit specified in the Highway Traffic Act, R.S.O. 1990,
c.H.8, as amended, whether such vehicle is registered in the name of the Contractor or otherwise,
except where there are designated areas within the Working Area where overloading is permitted.
The Contractor shall bear the onus of weighing disputed loads.
GC 7.06 Condition of the Working Area
.01 The Contractor shall maintain the Working Area in a tidy condition and free from the accumulation of
debris and prevent dust nuisance, mud, and ponding water, other than that caused by the Owner or
others.
GC 7.07 Maintaining Roads and Detours 1
.01 Unless otherwise specified in the Contract Documents, if an existing Roadway is affected by
construction, it shall be kept open to both vehicular and pedestrian traffic.
.02 Subject to the approval of the Contract Administrator, the Contractor shall, at no additional cost to
the Owner, be responsible for providing and maintaining for the duration of the Work an alternative
route for both pedestrian and vehicular traffic through the Working Area in accordance with the OTM,
whether along the existing Highway under construction or on a detour road beside or adjacent to the
Highway under construction.
.03 Subject to the approval of the Contract Administrator, the Contractor may block traffic for short
periods of time to facilitate construction of the Work in accordance with the OTM. Any temporary
lane closures shall be kept to a minimum.
.04 The Contractor shall not be required to maintain a road through the Working Area until such time as
the Contractor has commenced operations or during seasonal shut down or on any part of the
Contract that has been accepted in accordance with these General Conditions. The Contractor shall
not be required to apply de -icing chemicals or abrasives or carry out snowplowing. 1
.05 Where localized and separated sections of the Highway are affected by the Contractor's operations,
the Contractor shall not be required to maintain intervening sections of the Highway until such times
as these sections are located within the limits of the Highway affected by the Contractor's general
operations under the Contract.
.06 Where the Contract Documents provide for or the Contract Administrator requires detours at specific
locations, payment for the construction of the detours and, if required, for the subsequent removal of
the detours, shall be made at the Contract prices appropriate to such work.
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.07 Compensation for all labour, Equipment, and Materials to do this Work shall be at the Contract
prices appropriate to the Work and, where there are no such prices, at negotiated prices.
Notwithstanding the foregoing, the cost of blading required to maintain the surface of such roads and
detours shall be deemed to be included in the prices bid for the various tender items and no
' additional payment shall be made.
.08 Where work under the Contract is discontinued for any extended period, including seasonal
shutdown, the Contractor shall, when directed by the Contract Administrator, open and place the
1 Roadway and detours in a passable, safe, and satisfactory condition for public travel.
.09 Where the Contractor constructs a detour that is not specifically provided for in the Contract
Documents or required by the Contract Administrator, the construction of the detour and, if required,
1 the subsequent removal shall be performed at the Contractor's expense. The detour shall be
constructed and maintained to structural and geometric standards approved by the Contract
Administrator. Removal and site restoration shall be performed as directed by the Contract
Administrator.
.10 Where, with the prior written approval of the Contract Administrator, the Highway is closed and the
traffic diverted entirely off the Highway to any other Highway, the Contractor shall, at no extra cost to
1 the Owner, supply, erect, and maintain traffic control devices in accordance with the OTM.
.11 Compliance with the foregoing provisions shall in no way relieve the Contractor of obligations under
' subsection GC 6.01, Protection of Work, Persons, and Property, dealing with the Contractor's
responsibility for damage claims, except for claims arising on sections of Highway within the Working
Area that are being maintained by others.
' GC 7.08 Access to Properties Adjoining the Work and Interruption of Utility
Services
.01 The Contractor shall provide at all times and at no extra cost to the Owner,
1 a) adequate pedestrian and vehicular access; and
' b) continuity of Utility services
to properties adjoining the Working Area.
' .02 The Contractor shall provide at all times and at no extra cost to the Owner access to fire hydrants,
water and gas valves, and all other Utilities located in the Working Area.
.03 Where any interruptions in the supply of Utility services are required and are authorized by the
Contract Administrator, the Contractor shall give the affected property owners notice in accordance
with subsection GC 7.12, Notices by the Contractor, and shall arrange such interruptions so as to
create a minimum of interference to those affected.
1 GC 7.09 Approvals and Permits
.01 Except as specified in subsection GC 4.02, Approval and Permits, the Contractor shall obtain and
1 pay for any permits, licences, and certificates, which at the date of tender closing, are required for
the performance of the Work.
.02 The Contractor shall arrange for all necessary inspections required by the approvals and permits
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specified in paragraph GC 7.09.01.
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GC 7.10 Suspension of Work
.01 The Contractor shall, upon written notice from the Contract Administrator, discontinue or delay any 1
or all of the Work and work shall not be resumed until the Contract Administrator so directs in writing.
Delays, in these circumstances, shall be administered according to subsection GC 3.07, Delays.
GC 7.11 Contractor's Right to Stop the Work or Terminate the Contract
.01 If the Owner is adjudged bankrupt or makes a general assignment for the benefit of creditors
because of insolvency or if a receiver is appointed because of 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 written notice, terminate the Contract.
.02 If the Work is stopped or otherwise delayed for a period of 30 Days or more under an order of a 111
court or other public authority and provided that such order was not issued as the result of an act or
fault of the Contractor or of anyone directly 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
written notice, terminate the Contract.
.03 The Contractor may notify the Owner in writing, with a copy to the Contract Administrator, that the
Owner is in default of contractual obligations if,
a) the Contract Administrator fails to issue certificates in accordance with the provisions of Section
GC 8.0, Measurement and Payment; 1
b) the Owner fails to pay the Contractor, within 30 Days of the due dates identified in clause
GC 8.02.03, Certification and Payment, the amounts certified by the Contract Administrator or
within 30 Days of an award by an arbitrator or court; or
c) the Owner violates the requirements of the Contract.
.04 The Contractor's written notice to the Owner shall advise that if the default is not corrected in the 7 1
Days immediately following receipt of the written notice, the Contractor may, without prejudice to any
other right or remedy the Contractor may have, stop the Work or terminate the Contract.
.05 If the Contractor terminates the Contract under the conditions set out in subsection GC 7.11, the
Contractor shall be entitled to be paid for all work performed according to the Contract Documents
and for any losses or damage as the Contractor may sustain as a result of the termination of the
Contract.
GC 7.12 Notices by the Contractor
.01 Before work is carried out that may affect the property or operations of any Ministry or agency of 1
government or any person; company; partnership; or corporation, including a municipal corporation
or any board or commission thereof, and in addition to such notices of the commencement of
specified operations as are prescribed elsewhere in the Contract Documents, the Contractor shall
give at least 48 hours advance written notice of the date of commencement of such work to the
person, company, partnership, corporation, board, or commission so affected.
.02 In the case of damage to or interference with any Utilities, pole lines, pipe lines, conduits, farm tiles, 1
or other public or privately owned works or property, the Contractor shall immediately notify the
Owner, Contract Administrator, and the owner of the works of the location and details of such
damage or interference. 1
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GC 7.13 Obstructions
1 .01 Except as otherwise noted in these General Conditions, the Contractor assumes all the risks and
responsibilities arising out of any obstruction ,encountered in the performance of the Work and any
I traffic conditions, including traffic conditions on any Highway or road giving access to the Working
Area caused by such obstructions,. and the Contractor shall not make any claim against the Owner
for any loss, damage, or expense occasioned thereby.
I .02 Where the obstruction is an underground Utility or other man -made object, the Contractor shall not
be required to assume the risks and responsibilities arising out of such obstruction, unless the
location of the obstruction is shown on the Plans or described in the Contract Documents and the
location so shown is within the tolerance specified in paragraph GC 2.01.01 a), or unless the
I presence and location of the obstruction has otherwise been made known to the Contractor or could
have been determined by the visual site investigation made by the Contractor in accordance with
these General Conditions.
I .03 During the course of the Contract, it is the Contractor's responsibility to consult with Utility
companies or other appropriate authorities for further information in regard to the exact location of
these Utilities, to exercise the necessary care in construction operations, and to take such other
1 precautions as are necessary to safeguard the Utilities from damage.
GC 7.14 Limitations of Operations
I .01 Except for such work as may be required by the Contract Administrator to maintain the Work in a
safe and satisfactory condition, the Contractor shall not carry out operations under the Contract on
Saturdays, Sundays, and Statutory Holidays without permission in writing from the Contract
I Administrator.
.02 The Contractor shall cooperate and coordinate the Work with other Contractors, Utility companies,
and the Owner and they shall be allowed access to their work or plant at all reasonable times.
1 GC 7.15 Cleaning Up Before Acceptance
I .01 Upon attaining Substantial Performance of the Work, the Contractor shall remove surplus materials,
tools, construction machinery and equipment not required for the performance of the remaining
Work. The Contractor shall also remove all temporary works and debris other than that caused by
the Owner or others and leave the Work and Working Area clean and suitable for occupancy by the
I Owner, unless otherwise specified.
.02 The Work shall not be deemed to have reached Completion until the Contractor has removed
surplus materials, tools, construction machinery, and equipment. The Contractor shall also have
I removed debris, other than that caused by the Owner, or others.
GC 7.16 Warranty
I .01 Unless otherwise specified in the Contract Documents for certain Materials or components of the
Work, the Contractor shall be responsible for the proper performance of the Work only to the extent
that the design and standards permit such performance.
I .02 Subject to the previous paragraph the Contractor shall correct promptly, at no additional cost to the
Owner, defects or deficiencies in the Work that appear,
I a) prior to and during the period of 12 months from the date of Substantial Performance of the
Work, as set out in the Certificate of Substantial Performance of the Work,
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b) where the work is completed after the date of Substantial Performance, 12 months after
Completion of the Work, 1
c) where there is no Certificate of Substantial Performance, 12 months from the date of Completion
of the Work as set out in the Completion Certificate, or
d) such longer periods as may be specified in the Contract Documents for certain Materials or
some of the Work.
The Contract Administrator shall promptly give the Contractor written notice of observed defects or 1
deficiencies.
.03 The Contractor shall correct or pay for damage resulting from corrections made under the
requirements of paragraph GC 7.16.02.
GC 7.17 Contractor's Workers
.01 The Contractor shall only employ orderly, competent, and skillful workers to do the Work and
whenever the Contract Administrator shall inform the Contractor in writing that any worker or workers
involved in the Work are, in the opinion of the Contract Administrator, incompetent, or disorderly
such worker or workers shall be removed from the work and shall not be employed on the work
again without the consent in writing of the Contract Administrator.
GC 7.18 Drainage 1
.01 During construction and until the Work is completed, the Contractor shall make all reasonable efforts
to keep all portions of the Work properly and efficiently drained, to at least the same degree as that
of the existing drainage conditions.
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SECTION GC 8.0 - MEASUREMENT AND PAYMENT
GC 8.01 Measurement
GC 8.01.01 Quantities
.01 The Contract Administrator shall make an Estimate once a month, in writing, of the quantity of Work
performed. The first Estimate shall be the quantity of Work performed since the Contractor
commenced the Contract, and every subsequent Estimate, except the final one, shall be of the
quantity of Work performed since the preceding Estimate was made. The Contract Administrator
shall provide the copy of each Estimate to the Contractor within 10 Days of the Cut -Off Date.
' .02 Such quantities for progress payments shall be construed and held to approximate. The final
quantities for the issuance of the Completion Payment Certificate shall be based on the
measurement of Work completed.
1 .03 Measurement of the quantities of the Work performed may be either by Actual Measurement or by
Plan Quantity principles as indicated in the Contract. Adjustments to Plan Quantity measurements
shall normally be made using Plan Quantity principles but may, where appropriate, be made using
' Actual Measurements. Those items identified on the Tender by the notation (P) in the unit column
shall be paid according to the Plan Quantity. Items where the notation (P) does not occur shall be
paid according to Actual Measurement or lump sum.
1 GC 8.01.02 Variations in Tender Quantities
.01 Where it appears that the quantity of Work to be done or Material to be supplied or both by the
Contractor under a unit price tender item may exceed or be less than the tender quantity, the
Contractor shall proceed to do the Work or supply the Material or both required to complete the
tender item and payment shall be made for the actual amount of Work done or Material supplied or
both at the unit prices stated in the Tender except as provided below:
1 a) In the case of a Major Item where the quantity of Work performed or Material supplied or both by
the Contractor exceeds the tender quantity by more than 15 %, either party to the Contract may
make a written request to the other party to negotiate a revised unit price for that portion of the
Work performed or Material supplied or both which exceeds 115% of the tender quantity. The
negotiation shall be carried out as soon as reasonably possible. Any revision of the unit price
shall be based on the actual cost of doing the Work or supplying the Material or both under the
' tender item plus a reasonable allowance for profit and applicable overhead.
b) In the case of a Major Item where the quantity of Work performed or Material supplied or both by
the Contractor is Tess than 85% of the tender quantity, the Contractor may make a written
' request to negotiate for the portion of the actual overheads and fixed costs applicable to the
amount of the underrun in excess of 15% of the tender quantity. For purposes of the
negotiation, the overheads and fixed costs applicable to the item are deemed to have been
prorated uniformly over 100% of the tender quantity for the item. Overhead costs shall be
confirmed by a statement certified by the Contractor's senior financial officer or auditor and may
be audited by the Owner. Alternatively, where both parties agree, an allowance equal to 10% of
the unit price on the amount of the underrun in excess of 15% of the tender quantity shall be
' paid.
Written requests for compensation must be received no later than 60 Days after the issuance of the
Completion Payment Certificate.
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GC 8.02 Payment
GC 8.02.01 Price for Work 1
.01 Prices for the Work shall be full compensation for all labour, Equipment and Material required in its
performance. The term "alt labour, Equipment, and Material" shall include Hand Tools, supplies, and
• other incidentals.
.02 Payment for work not specifically detailed as part of any one item and without specified details of
payment shall be deemed to be included in the items with which it is associated.
GC 8.02.02 Advance Payments for Material
.01 The Owner shall make advance payments for Material intended for incorporation in the Work upon 1
the written request of the Contractor and according to the following terms and conditions:
a) The Contractor shall deliver the Material to a site approved by the Contract Administrator and
the Contractor shall, in advance of receipt of the shipment of the Material, arrange for adequate
and proper storage facilities.
b) The value of aggregates, processed and stockpiled, shall be assessed by the following
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procedure:
i. Sources Other Than Commercial
(1) Granular A, B, BI, BII, Bill, M, and 0 shall be assessed at the rate of 60% of the
Contract price.
(2) Coarse and fine aggregates for hot mix asphaltic concrete, surface treatment and
Portland cement concrete shall be assessed at the rate of 25% of the Contract price for
each aggregate stockpiled.
ii. Commercial Sources
Payment for separated coarse and fine aggregates shall be considered at the above rate
when such materials are stockpiled at a commercial source where further processing is to
be carried out before incorporating such materials into a final product. Advance payments
for other materials located at a commercial source shall not be made.
c) Payment for all other materials, unless otherwise specified elsewhere in the Contract !,
Documents, shall be based on the invoice price, and the Contractor shall submit proof of cost to
the Contract Administrator before payment can be made by the Owner.
d) The payment for all Materials shall be prorated against the appropriate tender item by paying for
sufficient units of the item to cover the value of the material. Such payment shall not exceed
80% of the Contract price for the item.
•
e) All Materials for which the Contractor wishes to receive advance payment shall be placed in the
designated storage location immediately upon receipt of the material and shall thenceforth be
held by the Contractor in trust for the Owner as collateral security for any monies advanced by
the Owner and for the due completion of the Work. The Contractor shall not exercise any act of
ownership inconsistent with such security, or remove any Material from the storage locations,
except for inclusion in the Work, without the consent, in writing, of the Contract Administrator.
f) Such materials shall remain at the risk of the Contractor who shall be responsible for any loss,
damage, theft, improper use, or destruction of the material however caused.
.02 Where the Owner makes advance payments subject to the conditions listed in paragraph GC
8.02.02.01, such payment shall not constitute acceptance of the Material by the Owner. Acceptance
shall only be determined when the material meets the requirements of the appropriate specification.
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GC 8.02.03 Certification and Payment
GC 8.02.03.01 Progress Payment Certificate
.01 The value of the Work performed and Material supplied shall be calculated once a month by the
Contract Administrator in accordance with the Contract Documents and clause GC 8.01.01,
Quantities.
.02 The progress Payment Certificate shall show,
a) the quantities of Work performed;
' b) the value of Work performed;
c) any advanced payment for Material;
d) the amount of statutory holdback, liens, Owner's set -off;
e) the amount of GST, as applicable; and
1 f) the amount due to the Contractor.
.03 One copy of the progress Payment Certificate shall be sent to the Contractor.
.04 Payment shall be made within 30 Days of the Cut -Off Date.
GC 8.02.03.02 Certification of Subcontract Completion
.01 Before the Work has reached the stage of Substantial Performance, the Contractor may notify the
Contract Administrator, in writing that a subcontract is completed satisfactorily and ask that the
' Contract Administrator certify the completion of such subcontract.
.02 The Contract Administrator shall issue a Certificate of Subcontract Completion, if the subcontract
has been completed satisfactorily, and all required inspection and testing of the works covered by
the subcontract have been carried out and the results are satisfactory.
.03 The Contract Administrator shall set out in the Certificate of Subcontract Completion the date on
which the subcontract was completed and, within 7 Days of the date the subcontract is certified
complete, the Contract Administrator shall give a copy of the certificate to the Contractor and to the
Subcontractor concerned.
' GC 8.02.03.03 Subcontract Statutory Holdback Release Certificate and Payment
.01 Following receipt of the Certificate of Subcontract Completion, the Owner shall release and pay the
' Contractor the statutory holdback retained in respect of the subcontract. Such release shall be
made 46 Days after the date the subcontract was certified complete and providing the Contractor
submits the following to the Contract Administrator:
a) a document satisfactory to the Contract Administrator that shall release the Owner from all
further claims relating to the subcontract, qualified by stated exceptions such as holdback
monies;
' b) evidence satisfactory to the Contract Administrator that the Subcontractor has discharged all
liabilities incurred in carrying out the subcontract;
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c) a satisfactory clearance certificate or letter from the Workplace Safety and Insurance Board
relating to the subcontract; and
d) a copy of the contract between the Contractor and the Subcontractor and a satisfactory
statement showing the total amount due the Subcontractor from the Contractor.
.02 Paragraph GC 8.02.03.03.01 d), shall only apply to Lump Sum Items and then only when the
Contract Administrator specifically requests it.
.03 Upon receipt of the statutory holdback, the Contractor shall forthwith give the Subcontractor the
payment due under the subcontract.
.04 Release of statutory holdback by the Owner in respect of a subcontract shall not relieve the
Contractor, or the Contractor's Surety, of any of their responsibilities.
GC 8.02.03.04 Certification of Substantial Performance
.01 Upon application by the Contractor and when the Contract Administrator has verified that the
Contract has been substantially performed, the Contract Administrator shall issue a Certificate of
Substantial Performance.
.02 Upon verifying that the Contract has been substantially performed, the Contract Administrator shall
issue a certificate of Substantial Performance and shall set out in the Certificate of Substantial
Performance the date on which the Contract was substantially performed and, within 7 Days after
signing the said certificate, the Contract Administrator shall provide a copy to the Contractor.
.03 Upon receipt of a copy of the Certificate of Substantial Performance, the Contractor shall forthwith,
as required by Section 32(1) Paragraph 5 of the Construction Lien Act, R.S.O. 1990, c.C.30, as
amended, publish a copy of the certificate in a construction trade newspaper. Such publication shall
include placement in the Daily Commercial News.
.04 Where the Contractor fails to publish a copy of the Certificate of Substantial Performance as 1
required above within 7 Days after receiving a copy of the certificate signed by the Contract
Administrator, the Owner may publish a copy of the certificate at the Contractor's expense.
.05 Except as otherwise provided for in Section 31 of the Construction Lien Act, the 45 Day lien period 1
prior to the release of holdback as referred to in clause GC 8.02.03.05, Substantial Performance
Payment and Statutory Holdback Release Payment Certificates, shall commence from the date of
publication of the Certificate of Substantial Performance as provided for above. 1
GC 8.02.03.05 Substantial Performance Payment and Substantial Performance Statutory
Holdback Release Payment Certificates
.01 When the Contract Administrator issues the Certificate of Substantial Performance, the Contract
Administrator shall also issue the Substantial Performance Payment Certificate and the Substantial
Performance Statutory Holdback Release Payment Certificate or where appropriate, a combined
payment certificate.
.02 The Substantial Performance Payment Certificate shall show,
a) the value of Work performed to the date of Substantial Performance;
b) the value of outstanding or incomplete Work;
c) the amount of the statutory holdback, allowing for any previous releases of statutory holdback to
the Contractor in respect of completed subcontracts and deliveries of pre - selected equipment;
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d) the amount of maintenance security required; and
1 e) the amount due the Contractor.
.03 Payment of the amount certified shall be made within 30 Days of the date of issuance of the
1 . payment certificate. .
.04 The Substantial Performance Statutory Holdback Release Payment Certificate shall be a payment
I certificate releasing to the Contractor the statutory holdback due in respect of Work performed up to
the date of Substantial Performance. Payment of such statutory holdback shall be due 46 Days after
the date of publication of the Certificate of Substantial Performance but subject to the provisions of
the Construction Lien Act and the submission by the Contractor of the following documents:
1 a) a release by the Contractor in a form satisfactory to the Contract Administrator releasing the
Owner from all further claims relating to the Contract, qualified by stated exceptions such as
I outstanding work or matters arising out of subsection GC 3.13, Claims, Negotiations, Mediation;
b) a statutory declaration in a form satisfactory to the Contract Administrator that all liabilities
incurred by the Contractor and the Contractor's Subcontractors in carrying out the Contract have
I been discharged except for statutory holdbacks properly retained;
c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board; and
1 d) proof of publication of the Certificate of Substantial Performance.
GC 8.02.03.06 Certification of Completion
I .01 Upon application by the Contractor and when the Contract Administrator has verified that the
Contract has reached Completion, the Contract Administrator shall issue a Completion Certificate.
I .02 The Contract Administrator shall set out in the Completion Certificate the date on which the Work
was completed and, within 7 Days of signing the said certificate, the Contract Administrator shall
provide a copy to the Contractor.
I GC 8.02.03.07 Completion Payment and Completion Statutory Holdback Release Payment
Certificates
I .01 When the Contract Administrator issues the Completion Certificate, the Contract Administrator shall
also issue the Completion Payment Certificate and the Completion Statutory Holdback Release
Payment Certificate or where appropriate, a combined payment certificate.
1 .02 The Completion Payment Certificate shall show,
a) measurement and value of Work at Completion;
I b) the amount of the further statutory holdback based on the value of further work completed over
and above the value of work completed shown in the Substantial Performance Payment
Certificate referred to above; and
1 c) the amount due the Contractor.
.03 The Completion Statutory Holdback Release Payment Certificate shall be a payment certificate
I releasing to the Contractor the further statutory holdback. Payment of such statutory holdback shall
be due 46 Days after the date of Completion of the Work as established by the Completion
Certificate but subject to the provisions of the Construction Lien Act and the submission by the
I Contractor of the following documents:
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a) a release by the Contractor in a form satisfactory to the Contract Administrator releasing the
Owner from all further claims relating to the Contract, qualified by stated exceptions where
appropriate;
b) a statutory declaration in a form satisfactory to . the Contract Administrator that all liabilities
incurred by the Contractor and the Contractor's Subcontractors in carrying out the Contract have
been discharged, qualified by stated exceptions where appropriate; and
c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board.
GC 8.02.03.08 Interest
.01 Interest due the Contractor is based on simple interest and is calculated using the applicable Rate of
Interest.
GC 8.02.03.09 Interest for Late Payment
.01 Provided the Contractor has complied with the requirements of the Contract, including all
documentation requirements, when payment by the Owner to the Contractor for Work performed, or
for release of statutory holdback, is delayed by the Owner, then the Contractor shall be entitled to
receive interest on the outstanding payment at the Rate of Interest, if payment is not received on the
dates set out below:
a) Progress Payment Certificates: 30 Days after the Cut -Off Date; 1
b) Certificate of Subcontract Completion: 30 Days after the date certified as the date on which the
subcontract was completed;
c) Subcontract Statutory Holdback Release Payment Certificate: 76 Days after the date on which
the subcontract was completed;
d) Substantial Performance Payment Certificate: 30 Days after the date of issuance of the
certificate;
e) Substantial Performance Statutory Holdback Release Payment Certificate: 76 Days after
publication of the Payment Certificate of Substantial Performance;
f) Completion Payment Certificate: 30 Days after the date certified as the date on which the
Contract reached Completion; and
g) Completion Statutory Holdback Release Payment Certificate: 76 Days after the date certified as
the date that the Work was completed.
.02 If the Contractor has not complied with the requirements of the Contract, including all documentation
requirements, prior to expiration of the time periods described in paragraph GC 8.02.03.09.01,
interest shall only begin to accrue when the Contractor has completed those requirements. 1
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GC 8.02.03.10 Interest for Negotiations and Claims
.01 Except as hereinafter provided, where a notice of negotiation, notice of intent to claim and the
subsequent claims are submitted in accordance with the time limits or procedure or both described
by subsection GC 3.13, Claims, Negotiations, Mediation, the Owner shall pay the Contractor the
Rate of Interest on the amount of the negotiated price for that part of the Work or on the amount of
the settled claim. Such interest shall not commence until 30 Days after the satisfactory completion
of that part of the Work.
1 .02 Where the Contractor does not attempt to resolve the negotiation or the claim in an expeditious
manner, interest shall be negotiable.
' .03 Where the Contractor fails to give notice of a claim within the time limit prescribed by subsection
GC 3.13, Claims, Negotiations, Mediation, interest shall not be paid.
1 .04 Where a Contractor fails to comply with the 30 Day time limit and the procedures prescribed in
paragraph GC 3.13.03.03 for submission of claims, interest shall not be paid for the delay period.
GC 8.02.03.11 Owner's Set -Off
.01 Pursuant to Section 12 of the Construction Lien Act, the Owner may retain from monies owing to the
Contractor under this Contract an amount sufficient to cover any outstanding or disputed liabilities,
including the cost to remedy deficiencies, the reduction in value of substandard portions of the Work,
' claims for damages by third parties that have not been determined in writing by the Contractor's
insurer, undetermined claims by the Owner under paragraph GC 8.01.02.01 a), any assessment due
the Workplace Safety and Insurance Board, and any monies to be paid to the workers in accordance
' with clause GC 8.02.06, Payment of Workers.
.02 Under these circumstances the Owner will give the Contractor appropriate notice of such action.
1 GC 8.02.03.12 Delay in Payment
.01 The Owner shall not be deemed to be in default of the Contract provided any delay in payment does
' not exceed 30 Days from the due dates as defined in paragraph GC 8.02.03.09.01.
GC 8.02.04 Payment on a Time and Material Basis
' GC 8.02.04.01 Definitions
.01 For the purpose of clause GC 8.02.04 the following definitions apply:
Cost of Labour means the amount of wages, salary, travel, travel time, food, lodging, or similar items
and Payroll Burden paid or incurred directly by the Contractor to or in respect of labour and supervision
actively and necessarily engaged on the Work based on the recorded time and hourly rates of pay for
' such labour and supervision but shall not include any payment or costs incurred for general supervision,
administration, and management time spent on the entire Work or any wages, salary, or Payroll Burden
for which the Contractor is compensated by any payment made by the Owner for Equipment.
1 Cost of Material means the cost of Material purchased or supplied from stock and valued at current
market prices for the purpose of carrying out Extra Work by the Contractor or by others, when such
arrangements have been made by the Contractor for completing the Work, as shown by itemized
invoices.
1 Operated Rented Equipment means Rented Equipment for which an operator is provided by the
supplier of the equipment and for which the rent or lease includes the cost of the operator.
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Payroll Burden means the payments in respect of workplace insurance, vacation pay, employment
insurance, public liability and property damage insurance, sickness and accident insurance, pension fund,
and such other welfare and benefit payments forming part of the Contractor's normal labour costs.
Rented Equipment means equipment that is rented or leased for the special purpose of Work on a Time
and Material Basis from a person, firm, or corporation that is not an associate of the lessee as the word
"associate" is defined by the Securities Act, R.S.O. 1990, c.S.5, as amended, and is approved by the
Contract Administrator.
Road Work means the preparation, construction, finishing, and construction maintenance of roads,
streets, Highways, and parking lots and includes all work incidentals thereto other than work on
structures.
Sewer and Watermain Work means the preparation, construction, finishing, and construction 1
maintenance of sewer systems and watermain systems, and includes all work incidental thereto other
than work on structures.
Standby Time means any period of time that is not considered Working Time and which together with the
Working Time does not exceed 10 hours in any one Working Day and during which time a unit of
equipment cannot practically be used on other work but must remain on the site in order to continue with
its assigned task and during which time the unit is in fully operable condition.
Structure Work means the construction, reconstruction, repair, alteration, remodelling, renovation, or
demolition of any bridge, building, tunnel, or retaining wall and includes the preparation for and the laying 111 of the foundation of any bridge, building, tunnel, or retaining wall and the installation of equipment and
appurtenances incidental thereto.
The 127 Rate means the rate for a unit of Equipment as listed in OPSS 127, Schedule of Rental Rates
for Construction Equipment, Including Model and Specification Reference, that is current at the time the
work is carried out or for Equipment that is not so listed, the rate that has been calculated by the Owner,
using the same principles as used in determining The 127 Rates.
Work on a Time and Material Basis means Changes in the Work, Extra Work, and Additional Work
approved by the Contract Administrator for payment on a Time and Material basis. The Work on a Time
and Material Basis shall be subject to all the terms, conditions, Standard Specifications and provisions of
the Contract.
Working Time means each period of time during which a unit of Equipment is actively and of necessity
engaged on a specific operation and the first 2 hours of each immediately following period during which
the unit is not so engaged but during which the operation is otherwise proceeding and during which time
the unit cannot practically be transferred to other work but must remain on the site in order to continue
with its assigned tasks and during which time the unit is in a fully operable condition.
GC 8.02.04.02 Daily Work Records
.01 Daily Work Records, prepared as the case may be by either the Contractor's representative or the
Contract Administrator reporting the labour and Equipment employed and the Material used on each
Time and Material project, should be reconciled and signed each Day by both the Contractor's
representative and the Contract Administrator. If it is not possible to reconcile the Daily Work
Records, then the Contractor shall submit the un- reconciled Daily Work Records with its claim,
whereby the resolution of the dispute about the Daily Work Records shall not be resolved until there
is a resolution of the claim.
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GC 8.02.04.03 Payment for Work
1 .01 Payment as herein provided shall be full compensation for all labour, Equipment, and Material to do
the Work on a Time and Material Basis except where there is agreement to the contrary prior to the
commencement of the Work on a Time and Material Basis. The payment adjustments on a Time
and Material basis shall apply to each individual Change Order authorized by the Contract
Administrator.
GC 8.02.04.04 Payment for Labour
.01 The Owner shall pay the Contractor for labour employed on each Time and Material project at 135%
of the Cost of Labour up to $3,000, then at 120% of any portion of the Cost of Labour in excess of
1 $3,000.
.02 The Owner shall make payment in respect of Payroll Burden for Work on a Time and Material Basis
at the Contractor's actual cost of Payroll Burden.
.03 At the Owner's discretion, an audit may be conducted in which case the actual Payroll Burden so
determined shall be applied to all Time and Material work on the Contract.
1 GC 8.02.04.05 Payment for Material
.01 The Owner shall pay the Contractor for Material used on each Time and Material project at 120% of
the Cost of the Material up to $3,000, then at 115% of any portion of the Cost of Material in excess
of $3,000
GC 8.02.04.06 Payment for Equipment
GC 8.02.04.06.01 Working Time
.01 The Owner shall pay the Contractor for the Working Time of all Equipment, other than Rented
Equipment and Operated Rented Equipment, used on the Work on a Time and Material basis at The
127 Rates with a cost adjustment as follows:
1 a) Cost $10,000 or less - no adjustment;
b) Cost greater than $10,000 but not exceeding $20,000 - payment $10,000 plus 90% of the
1 portion in excess of $10,000; and
c) Cost greater than $ 20,000 - $19,000 plus 80% of the portion in excess of $20,000.
' .02 The Owner shall pay the Contractor for the Working Time of Rented Equipment used on the Work on
a Time and Material Basis at 110% of the invoice price approved by the Contract Administrator up to
a maximum of 110% of The 127 Rate. This constraint shall be waived when the Contract
Administrator approves the invoice price prior to the use of the Rented Equipment.
.03 The Owner shall pay the Contractor for the Working Time of Operated Rented Equipment used on
the Work on a Time and Material Basis at 110% of the Operated Rented Equipment invoice price
' approved by the Contract Administrator prior to the use of the Equipment on the Work on a Time and
Material Basis.
GC 8.02.04.06.02 Standby Time
1 .01 The Owner shall pay the Contractor for Standby Time of Equipment at 35% of The 127 Rate or 35%
of the invoice price whichever is appropriate. The Owner shall pay reasonable costs for Rented
Equipment where this is necessarily retained in the Working Area for extended periods agreed to by
Page53 Rev. Date: 11/2006 OPSS.MUNI 100
1
the Contract Administrator. This shall include Rented Equipment intended for use on other work, but
has been idled due to the circumstances giving rise to the Work on a Time and Material Basis. 1
.02 In addition, the Owner shall include the Cost of Labour of operators or associated labourers who
cannot be otherwise employed during the standby period or during the period of idleness caused by
the circumstances giving rise to the Work on a Time and Material Basis.
.03 The Contract Administrator may require Rented Equipment idled by the circumstances giving rise to
the Work on Time and Material Basis to be returned to the lessor until the work requiring the
equipment can be resumed. The Owner shall pay such costs as a result from such return.
.04 When Equipment is transported, solely for the purpose of the Work on a Time and Material Basis, to
or from the Working Area on a Time and Material basis, payment shall be made by the Owner only
in respect of the transporting units. When Equipment is moved under its own power it shall be
deemed to be working. The method of moving Equipment and the rates shall be subject to the
approval of the Contract Administrator.
GC 8.02.04.07 Payment for Hand Tools
.01 Notwithstanding any other provision of this Section, no payment shall be made to the Contractor for
or in respect of Hand Tools or equipment that are tools of the trade.
GC 8.02.04.08 Payment for Work By Subcontractors
.01 Where the Contractor arranges for Work on a Time and Material Basis, or a part of it, to be 1
performed by Subcontractors on a Time and Material basis and has received approval prior to the
commencement of such work, in accordance with the requirements of subsection GC 3.09,
Subcontracting by the Contractor, the Owner shall pay the cost of Work on a Time and Material
Basis by the Subcontractor calculated as if the Contractor had done the Work on a Time and
Material Basis, plus a markup calculated on the following basis:
a) 20% of the first $3,000; plus 1
b) 15% of the amount from $3,000 to $10,000; plus
c) 5% of the amount in excess of $10,000. '
.02 No further markup shall be applied regardless of the extent to which the work is assigned or sublet to
others. If work is assigned or sublet to an associate, as defined by the Securities Act, no markup
whatsoever shall be applied.
GC 8.02.04.09 Submission of Invoices
.01 At the start of the Work on a Time and Material Basis, the Contractor shall provide the applicable
labour and Equipment rates not already submitted to the Contract Administrator during the course of
such work. 1
.02 Separate summaries shall be completed by the Contractor according to the standard form "Summary
for Payment of Accounts on a Time and Material Basis." Each summary shall include the Change
Directive or Change Order number and covering dates of the work and shall itemize separately the
labour, Materials, and Equipment. Invoices for Materials, Rented Equipment, and other charges
incurred by the Contractor on the Work on a Time and Material Basis shall be included with each
summary. 1
1
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1
.03 Each month the Contract Administrator shall include with the monthly progress payment certificate,
the costs of the Work on a Time and Material Basis incurred during the preceding month all in
accordance with the contract administrative procedures and the Contractor's invoice of the Work on
a Time and Material Basis.
.04 The final "Summary for Payment of Accounts on a Time and Material Basis" shall be submitted by
the Contractor within 60 Days after the completion of the Work on a Time and Material Basis.
GC 8.02.04.10 Payment Other Than on a Time and Material Basis
.01 Clause GC 8.02.04 does not preclude the option of the Contract Administrator and the Contractor
negotiating a Lump Sum Item or unit price payment for Change in the Work, Extra Work, and
1 Additional Work.
GC 8.02.04.11 Payment Inclusions
.01 Except where there is agreement in writing to the contrary, the compensation, as herein provided,
shall be accepted by the Contractor as compensation in full for profit and all costs and expenses
arising out of the work, including all cost of general supervision, administration, and management
time spent on the work, and no other payment or allowance shall be made in respect of such work.
GC 8.02.05 Final Acceptance Certificate
.01 After the acceptance of the Work, the Contract Administrator shall issue the Final Acceptance
Certificate, or, where applicable, after the Warranty Period has expired. The Final Acceptance
Certificate shall not be issued until all known deficiencies have been adjusted or corrected, as the
I case may be, and the Contractor has discharged all obligations under the Contract.
GC 8.02.06 Payment of Workers
.01 The Contractor shall, in addition to any fringe benefits, pay the workers employed on the Work in
accordance with the labour conditions set out in the Contract and at intervals of not less than twice a
month.
.02 The Contractor shall require each Subcontractor doing any part of the Work to pay the workers
employed by the Subcontractor on the Work in accordance with paragraph GC 8.02.06.01.
.03 Where any person employed by the Contractor or any Subcontractor or other person on the Work is
paid less than the amount required to be paid under the Contract, the Owner may set off monies in
accordance with clause GC 8.02.03.11, Owner's Set -Off.
GC 8.02.07 Records
.01 The Contractor shall maintain and keep accurate Records relating to the Work, Changes in the
Work, Extra Work, and claims arising therefrom. Such Records shall be of sufficient detail to support
the total cost of the Work, Changes in the Work, and Extra Work. The Contractor shall preserve all
such original Records until 12 months after the Final Acceptance Certificate is issued or until all
claims have been settled, whichever is longer. The Contractor shall require that Subcontractors
' employed by the Contractor preserve all original Records pertaining to the Work, Changes in the
Work, Extra Work, and claims arising therefrom for a similar period of time.
.02 The Owner may inspect and audit the Contractor's Records relating to the Work, Extra Work, and
Changes in the Work at any time during the period of the Contract. The Contractor shall supply
certified copies of any part of its Records required, whenever requested by the Owner.
1
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1
1
GC 8.02.08 Taxes
.01 Where a change in Canadian Federal or Provincial taxes occurs after the date of tender closing for
this Contract, and this change could not have been anticipated at the time of bidding, the Owner
shall increase or decrease Contract payments to account for the exact amount of tax change
involved.
.02 Claims for compensation for additional tax cost shall be submitted by the Contractor to the Contract
Administrator on forms provided by the Contract Administrator to the Contractor. Such claims for
additional tax costs shall be submitted not Tess than 30 Days after the date of Final Acceptance.
.03 Where the Contractor benefits from a change in Canadian Federal or Provincial taxes, the
Contractor shall submit to the Contract Administrator, on forms provided by the Contract
Administrator, a statement of such benefits. This statement shall be submitted not later than 30
Days after Final Acceptance.
.04 Changes in Canadian Federal or Provincial taxes that impact upon commodities, which when left in
place form part of the finished Work, or the provision of services, where such services form part of
the . Work and where the manufacture or supply of such commodities or the provision of such
services is carried out by the Contractor or a Subcontractor, are subject to a claim or benefit as
detailed above. Services in the latter context means the supply and operation of equipment, the
provision of labour, and the supply of commodities that do not form part of the Work.
GC 8.02.09 Liquidated Damages 1
.01 When liquidated damages are specified in the Contract and the Contractor fails to complete the
Work in accordance with the Contract, the Contractor shall pay such amounts as are specified in the
Contract Documents.
1
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1 A_ 1
AGREEMENT
CONTRACT NO. 12152
THIS AGREEMENT MADE IN TRIPLICATE THIS 20
DAY OF December , 2012.
BETWEEN:
1 Municipality of Kincardine (hereinafter called "the Owner ")
1475 Concession 5, R. R. 5 OF THE FIRST PART
Kincardine, ON N2Z 2X6 - and -
OMEGA CONTRACTORS INC. (hereinafter called "the Contractor ")
' 4104 Brock Avenue OF THE SECOND PART
London, ON N6L 1B5
1 WITNESSETH
That the Owner and the Contractor, in consideration of the fulfilment of their respective promises and
1 obligations herein set forth covenant and agree with each other as follows:
ARTICLE 1
1 a) A description of the work is:
Municipality of Kincardine, Goderich Street Forcemain and Watermain Replacement,
Contract 12152.
b) The Contractor shall, except as otherwise specifically provided, at his own expense, provide
' all and every kind of labour, machinery, plant, structures, roads, ways, materials, appliances,
articles and things necessary for the due execution and completion of all the work set out in
this contract and shall forthwith according to the instructions of the Engineer commence the
' works and diligently execute the respective portions thereof and deliver the works complete in
every particular to the Owner within the time specified.
ARTICLE 2
In case of any inconsistency or conflict between the provisions of this Agreement and the Plans, and
Specifications or General Conditions, or Tender, or any other documents or writing, the provisions of
such documents shall take precedence and govern in the following order; namely,
1
I A -2
a) Agreement
I b)
c) Addenda
Special Provisions
d) Contract Drawings
I e)
0 Information to Bidders
Standard Specifications
g) Standard Drawings
I h) Form of Tender
i) Supplemental General Conditions
j) General Conditions
I k) Working Drawings
1 ARTICLE 3
The Contractor shall not without the consent in writing of the Owner (or the Engineer) and
1 without restricting in any way the provisions of the General Conditions attached hereto make any
assignment of any part or the whole of any monies due or to become due under the provisions of
this contract.
I ARTICLE 4
The Owner covenants with the Contractor that the Contractor having in all respects complied
I with the provisions of this contract, will be paid for and in respect of the works the sum of
Five Hundred Forty Four Thousand, Five Hundred Seven Dollars and Sixty Five Cents
I ($544,507.65)
I subject to such additions and deductions as may properly be made under the terms hereof, subject y p p y eo , subject
I to the provision that the Owner may make payments on account monthly or otherwise as may be
provided in the attached hereto.
1 ARTICLE 5
I Where any notice, direction or other communication is required to be or may be given or made by
one of the parties hereto to the other or to the Engineer, it shall be deemed sufficiently given or
made if mailed or delivered in writing to such party or to the Engineer at the following address:
1 B. M. ROSS AND ASSOCIATES LIMITED
Engineers and Planners
62 North Street
Goderich, ON N7A 2T4
1
I A -3
Where any such notice, direction or other communication is given or made to the Engineer, a
copy thereof shall likewise be delivered to any agent of the Engineer appointed in accordance
with the General Conditions of this Contract and where any such notice, direction or other
communications is given or made to such Agent, a copy thereof shall likewise be delivered to the
1 Engineer.
•
ARTICLE 6
A copy of each of the General Conditions, Supplemental General Conditions, Special Provisions,
Addenda, Tender, Information to Bidders, and Supplemental Specifications is hereto annexed
and together with the Plans relating therto and listed in the Specifications are made part of this
Contract as fully to all intents and purposes as though recited in full herein.
1
ARTICLE 7
No any im lied contract of kind whatsoever by or on behalf of the Owner shall arise or be
P Y
implied from anything in this contract contained, nor from any position or situation of the parties
at any time, it being clearly understood that the express covenants and agreements herein
contained made by the Owner shall be the only covenants and agreements upon which any rights
against the Owner may be founded.
ARTICLE 8
Time shall be deemed the essence of this Contract.
1
ARTICLE 9
The Contractor declares that in tendering for the works and in entering into this Contract, he has
either investigated for himself the character of the work and all local conditions that might affect
his tender of his acceptance of the work, or that not having so investigated, he is willing to
assume and does hereby assume all risk of conditions arising or developing in the course of the
work which might or could make the work or any items hereof, more expensive in character, or
more onerous to fulfill than was contemplated or known when the tender was made or the
Contract signed. The Contractor also declares that he did not and does not rely upon information
furnished by any methods whatsoever by the Owner or its officers or employees, being aware that
any information from such sources was and is approximate and speculative only, and was not in
any manner warranted or guaranteed by the Owner.
1
1
1
I
I A -4
ARTICLE 10
I This contract shall apply to and be binding on the parties hereto and their successors,
administrators, executors and assigns and each of them.
1 IN WITNESS WHEREOF the parties hereto have hereunto set their hands and seals the day and
year first above written or caused their corporate seals to be affixed, attested by the signature of
1 their proper officer, as the case may be.
I FOR THE OWNER:
1 _ f
, ► / LAe ✓ka tea.(/ tl v �� 2�
Si? re c ne tie Date
I I/We have the authority to bind the corporation.
1 Z c .%,� 2N\O4r&s.e_ C a,,,- t 1,3
Signature Name Title Date
I
I/We have the authority to bind the corporation.
1
I FOR THE CONTRACTOR:
1 le Cv-a S i ›es-s•=3 YtLC-V.0 J 7 C -- c- V2 1z-
Signature Name Title Date
I I/We have the authority to bind the corporation.
Si . ' re N n Title Date
I/We have the authority to bind the corporation.
1
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Page 1
1 MUNICIPALITY OF KINCARDINE
1 NOTICE TO ALL CONTRACTORS
CORPORATE STATEMENT
1 OCCUPATIONAL HEALTH AND SAFETY
The Corporation of the Municipality of Kincardine is committed to ensuring that a high standard
of health and safety is provided and maintained for all employees' visitors, guests, contractors,
agents and others on our premises.
Accordingly, a co orate health and safety policy and procedure manual has been adopted and
corporate Y p Y P P
implemented and shall be adhered to.
ALL CONTRACTORS SHALL:
1. Demonstrate establishment and maintenance of health and safety program with objectives
and standards consistent with applicable legislation and with the Municipality of
Kincardine's health and safety policies and requirements.
2. Submit a copy of past accident records and Worker's Compensation Board Number.
3. Include health and safety provisions in their management systems to reach and maintain
consistently a high level of health and safety.
4. Ensure that workers in their employ are aware of hazardous substances that may be in use
at their place of work and wear appropriate personal protective equipment as may be
required.
5. Upon request at any time from award to completion of contract, submit proof of
fulfilment of above responsibilities.
1 6. Must comply with Workplace Safety Insurance Board (WSIB) premiums.
7. The Contractor shall sign -off on the corporate occupational health & safety form stating
1 his agreement to comply.
Your co- operation and assistance in this matter is appreciated and vital to the Health and Safety
of all.
1
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1
Page 2
MUNICIPALITY OF KINCARDINE
OCCUPATIONAL HEALTH AND SAFETY COMPLIANCE FORM
1 I have read the "Municipality of Kincardine, Notice to All Contractors, Corporate Statement of
Occupational Health and Safety" and agree to comply with it.
1
p % a). Cow n Mla-S ^ -144 cF z$
Contractor's Name Date
1
1
1
1
1
1
1
1
1
1
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1
1 CONTRACT RELEASE
IN THE MATTER of a Contract dated , 20
known as Contract for the construction of
'
in the , Ontario
KNOW ALL MEN BY THESE PRESENTS that UWe
1
(name of Contractor, in full)
for and in consideration of other good and valuable consideration paid by the Owner, have
remised, released and forever discharged, and by these presents do for myself /ourselves, my /our
heirs, executors, administrators and assigns or successors and assigns, as the case may be, remise,
release and forever discharge the Owner, its successors and assigns, of and from all manner of
action and actions, cause and causes of action, suits, debts, dues sums of money, claims and
demands whatsoever at low or in equity which UWe ever had or now have, or which UWe or
my /our heirs, executors, administrators or assigns or successors and assigns, as the case may be,
hereafter can, shall or may have by reason of the above - mentioned Contract, save and except any
1 claim which UWe have arising out of;
1) the retention by the Owner of the maintenance holdback of the Contract price;
2) any sum retained by the Owner against the cost of uncompleted work;
' 3)
(if none, state "none ")
l
IN WITNESS WHEREOF the parties hereto have hereunto set their hands and seals.
1
SIGNED, SEALED AND DELIVERED )
I )
Witness or Company Seal
F:\wp \Contracts\Forms \Contract Release.doc
1
I STATUTORY DECLARATION RE PAYMENT OF ACCOUNTS
1 DOMINION OF CANADA (IN THE MATTER of a contract, known as Contract
(entered into between
I ( the Owner
( AND
( the Contractor
I (dated , 20
(for the construction of
(
I (in , Ontario.
TO WIT:
I I, of in the
Province of , do solemnly declare:
1 1. That I am X of the
(President, Secretary, Treasurer, a Partner, etc.)
Contractor named in the Contract above - mentioned and as such have personal knowledge of
I the facts hereunder declared.
2. That the said Contractor has complied with the terms of the Construction Lien Act, R.S.O.
I 1990, c.C.30 and amendments thereto, with the requirements of statutes and regulations of
the Province of Ontario relating to the payment of fair wages and with the requirements of
the said Contract relating to the payment of wages.
I 3. That with the exception of accounts listed below, all liabilities (including payment due to all
staff, sub - contractors, suppliers, Workers' Compensation Board, insurance companies)
incurred by the said Contractor arising out of our work performed, have been discharged.
1
Name & Address of Creditor Service Rendered Amount Total
1 Outstanding
1
(If there are no accounts, enter "NONE" above)
I
AND I MAKE THIS SOLEMN DECLARATION conscientiously believing g it to be and
I knowing that it is of the same force and effect as if made under oath and by virtue of "The
Canada Evidence Act ".
I DECLARED before me at the )
of )
in the County of )
I this day of )
A.D. 20 )
I A Commissioner, etc. or Notary Public
)
F: \wp \Contracts\Forms\Payment of Accounts.doc
I
1
II STATUTORY DECLARATION RE LIENS & LIABILITIES
I DOMINION OF CANADA (IN THE MATTER of a contract, known as Contract
(entered into between
( the owner
( AND
I ( the Contractor
(dated 20
(for the construction of
(in Ontario.
TO WIT:
1 I, of in the
Province of do solemnly declare:
I 1. That I am of the
(President, Secretary, Treasurer, a Partner, etc.)
Contractor named in the Contract above - mentioned and as such have personal knowledge of the facts
I hereunder declared.
2. That all persons who have performed any work or service upon or in respect of, or placed or furnished any
I materials or things to be used in connection with the above contract, have been fully paid or their claims have
been settled in respect of such work, service, materials or things and there are no liens, garnishees,
attachments or claims relating thereto.
1 3. That all subcontractors who were engaged in or in any manner associated with the performance of any part of
the above contract have been fully paid or their claims have been settled in respect thereof except to the
extent that monies (not exceeding in any instance 14% of the value of the work performed by the
i subcontractor) have been held back by written agreement with any such subcontractors.
4. That all subcontractors who were engaged in or in any manner associated with the performance of any part of
I the above contract have discharged all liabilities which they incurred in respect thereof.
5. That all claims for damage to property or injury to persons of which the above -named Contractor has
received notice have been fully paid or settled.
I 6. That the above -named Contractor has not had any notice of any grounds for a claim (other than those covered
by para. 5 above) connected with this contract by a third party and for which a claim might be made and I
I believe that no such claim will be made.
AND I MAKE THIS SOLEMN DECLARATION conscientiously believing it to be true and knowing that it is of the
same force and effect as if made under oath and by virtue of "The Canada Evidence Act ".
I DECLARED before me at the )
of )
I in the County of )
this day of )
A.D.20 )
i )
A Commissioner, etc. or Notary Public
t F: \wp \Contracts\Forms\Liens.doc
1
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PIPE IN SUPPORTED -- PIPE IN UNSUPPORTED PIPE IN SUPPORTED
EXCAVATION Finished surface —� EXCAVATION Finished surface EXCAVATION
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0.50
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EXCAVATION EXCAVATION Finished surface
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NOTES: . ' =.:` •` - ' .. - * ^ - : ., - .
1 Heig of fill is measured from the finished surface to top of pipe.
r 1 , �
2 The pipe bed shall be compacted and shaped to receive the bottom Q1 - 3 Backfill material of the pipe. For pipe culvert frost
3 Pipe culvert frost treatment shall be according to OPSD 803.030 treatment, Note 3
and 803.031. si
4 Condition of excavation is symmetrical about centreline of pipe. Bedding grade CLEARANCE TABLE
A Granular material placed in the haunch area shall be compacted 0 TYPE 4 I nside P D iameter Clearance
prior to placing and compacting the remainder of the embedment 0.50 mm mm
material. Note 2 SOIL 900 or less 300
B Soil types as defined in the Occupational Health and Safety Act and Regulations Over 900 500
for Construction Projects. O NTARIO PROVINCIAL STANDARD DRAWING N ov 2010 Rev 2 sTa
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unless otherwise shown. FLEXIBLE PIPE tV)i 1
EMBEDMENT AND BACKFILL N._0
EARTH EXCAVATION OPSD 802.010
PIPE IN SUPPORTED - - PIPE IN UNSUPPORTED PIPE IN UNSUPPORTED PIPE IN SUPPORTED
EXCAVATION EXCAVATION EXCAVATION EXCAVATION
Finished surface
1 ---- . Note 5, Typ Subgrade ■
v= /7//777/77/77 ...r..:. ., t _ 54.- - - ••;:..,.;" _ % ! 4J
o Permanent or : •; :' C- ; ' _ / I 1 1 - i; ._ ,: - -. f :r'• ` y •
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= Z T y p ' . • _' • • For pipe culvert frost treatment
; 300mm min, Typ •
j .
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• See table, Typ
Cover material • • • •
0.5 •
, : 0 • 1200mm max, Typ 0
y , : 0.15 00
`• : Compacted • . • `h. • ,•• '.� bedding material j . ...1.
.• \, • 1: . ;'F' Note 2 ;
• i) /l li '
0.6 0.5
Note 3 Bedding grade Note 3
CLASS B BEDDING CLASS C BEDDING
NOTES:
1 Height of fill is measured from the finished surface to top of pipe.
2 The minimum bedding depth below the pipe shall be 0.150. In no case LEGEND:
shall this dimension be less than 150mm or greater than 300mm. D — Inside diameter CLEARANCE TABLE
3 The pipe bed shall be compacted and shaped to receive the bottom of the pipe. OD — Outside diameter Clearance
Inside Diameter
4 Pipe culvert frost treatment shall be according to OPSD 803.030 and 803.031. mm mm
5 Condition of excavation is symmetrical about centreline of pipe. 900 or less 300
A Soil types as defined in the Occupational Health and Safety Act Over 900 500
and Regulations for Construction Projects. •
B All dimensions are o metres O NTARIO PROVINCIAL STANDARD DRAWING N ov 2010 Rev 2 ,
unless otherwise sh 41111111
RIGID PIPE BEDDING, , 0
COVER, AND BACKFILL ��_.,
TYPE 1 OR 2 SOIL - EARTH EXCAVATION OPSD 802.030
am as m r um i — — um an on an — m— in am so mos
MI — — — • s — OM On alp all r as — — — • S Si
PIPE IN SUPPORTED - PIPE IN UNSUPPORTED PIPE IN UNSUPPORTED - PIPE IN SUPPORTED
EXCAVATION EXCAVATION EXCAVATION EXCAVATION
Finished surface
Note 5 0.5 OD
w _ Typ
Subgrade 0
v* ' Permanent ent or ` s 300mm min, Typ r
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5
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bedding material
Typ 2 / �: Bedding grade r
yp 0.5 0.5
0.600 0.500
Note 3 Note 3'
CLASS B BEDDING CLASS C BEDDING
NOTES:
1 Height of fill is measured from the finished surface to top of pipe. LEGEND:
2 The minimum bedding depth below the pipe shall be 0.15D. In no case D — Inside diameter CLEARANCE TABLE
shall this dimension be less than 150mm or greater than 300mm. OD— Outside diameter
Pipe Clearance
3 The pipe bed shall be compacted and shaped to receive the bottom of the pipe. Inside Diameter
4 Pipe culvert frost treatment shall be according to OPSD 803.030 and 803.031. mm mm
5 Condition of excavation is symmetrical about centreline of pipe. 900 or less 300
A Soil types as defined in the Occupational Health and Safety Act Over 900 500
and Regulations for Construction Projects.
B All dimensions are in metres ONTARIO PROVINCIAL STANDARD DRAWING Nov 2010 'RevI 2 sr44,,
unless otherwise shown. , W,\ ;
RIGID PIPE BEDDING,
COVER, AND BACKFILL sit_'
TYPE 3 SOIL — EARTH EXCAVATION OPSD 802.031
1
PIPE IN SUPPORTED PIPE IN UNSUPPORTED
II
EXCAVATION EXCAVATION Finished surface
'~ ?, Note 5, Typ
° Permanent or no 0.5 OD Subgrade '
c 0 temporary 1 : -%:.";-.7-:::1*-:::::: - -
•6 o support system ` `„- < . -• - :t= '' %':- �:;�:-�� ;: -
= z Typ k . - Cover material : :: 1
\ Backfill material
1
0.500 W` :t'•: ? N "`'' : For pipe culvert frost
F Compacted treatment, Note 4
bedding material
Bedding
Note 2 0.6 OD 1 grade
Note 3 0.5 OD
CLASS B BEDDING
PIPE IN UNSUPPORTED — PIPE IN SUPPORTED
1
Finished surface EXCAVATION EXCAVATION
Subgrade 0.5 OD 1 1
` '''..;. • I 300mm min, Typ 1 i =; r : s . .. 1
• ",... !' `._ ':M r � ' Clearance
3 ~' -:;•;:::: : j,5 4 See table, Typ
Backfill material = 0 6.
For pipe culvert frost %_ ■ Cover material
treatment, Note 4 "A7214111
0.1500 i� . Compacted
bedding material
L Note 2 Bedding grade
I - -0.5
Note 3
0.5 0D 1
CLASS C BEDDING CLEARANCE TABLE
Pipe Clearance I
LEGEND: Inside Diameter
LEGEND: mm
D — Inside diameter 900 or less 300
00 — Outside diameter Over 900 500
NOTES:
1 Height of fill is measured from the finished surface to top of pipe.
1
2 The minimum bedding depth below the pipe shall be 0.150.
In no case shall this dimension be less than 150mm or
greater than 300mm.
3 The pipe bed shall be compacted and shaped to receive the bottom of the pipe.
4 Pipe culvert frost treatment shall be according to OPSD 803.030 and 803.031.
5 Condition of excavation is symmetrical about centreline of pipe.
I
A Soil types as defined in the Occupational Health and Safety Act
and Regulations for Construction Projects.
B All dimensions are in metres unless otherwise shown. 1
ONTARIO PROVINCIAL STANDARD DRAWING Nov 2010 I Rev 12 o sr*
RIGID PIPE BEDDING, `c y
I
COVER, AND BACKFILL -a�'
TYPE 4 SOIL — EARTH EXCAVATION OPSD 802.032
1
1
n Concrete thrust block Concrete thrust block
Main stop
X —� – optional ,
__
1 Ell 1
- - � - I X 11II -4
1
ligI 1=1111
1 Plug or cap
PI PLAN
I PLAN -1c DEAD END
TEE
Concrete thrust block
1 a
o . Main stop
– optional
1 1111
/ I N
Ell fr
Concrete
1 II.. thrust block ELEVATION
DEAD END
I PLAN
TYPICAL BEND MINIMUM DIMENSIONS
PIPE DIA o b c d
a +150 I E 100 150 250 150 200
1 E
o – 150 250 350 200 250
I
0
Concrete
thrust block / 0
o 200 300 550 200 450
1 /
31111 'n 250 400 650 250 550
1 _ I°_
I 300 450 700 350 650
In o
350 500 800 400 700
1 + --
NOTES:
A Concrete shall be placed to within
I
PLAN 5Omm of the face of the bell.
90° BEND B Bond breaker to be used between
concrete and fittings.
C This blocking design applies only where
1035kPa pressure is not exceeded.
(ti • .-_: ::_.' _ D This blocking design applies where the
t • soil has a safe allowable bearing
1 capacity of 100kPa as verified by
a geotechnical investigation.
SECTION X —X E All dimensions are in millimetres unless
1 otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING Nov 2006 I Rev I 1 stay,
1 CONCRETE THRUST BLOCKS
FOR TEES, PLUGS, AND b �i-_
HORIZONTAL BENDS OPSD 1103.010
1 .
Place concrete after anchor X
block has been poured and �II Stainless steel strap See detail Stainless
bends set in place
steel strap
Stainless steel strap VIII
\1111...lii Spacer block I� is L j
150 Concrete t 11.
Air o a 1f 4.. <: ' • :..: II
II � Stainless steel rods :. 11 . :: ;;; - 11; V 1
11 .\ d Diameter , 11."'' • "' 11
it • 1E' : 11.
Concrete
II anchor block :a
u
22 : 1
1
00 ( 100 ■ 150mm min
O I 80mm min
50x13mm UP— THRUST BLOCK UP— THRUST BLOCK
Stainless steel strap ELEVATION SECTION X —X
1 130x85x20mm MINIMUM DIMENSIONS
Stainless steel Inside radius of
angle 80mm long strap= outside PIPE DIA o b c d e
radius of bend
II � �, ; O Spring line 100 450 600 750 13 150
00 a � I % ° 150 600 900 900 13 300
■ E 11 � , 200 600 900 1500 13 450
1
`' 1 35mm min 250 900 900 1500 20 600
Stainless steel 300 1200 900 1650 20 800
rod and nuts
DETAIL 13 350 1200 1200 1650 25 1000
..1. (0 I
Concrete III Concrete '. ►: a
thrust block �' thrust block R ;a !: : ' o •• o
l y
' A.o o •. c
j i a E
i •:
_ .' .
— Undisturbed ," i . x
: Ar :..� ..! a
1
ground
ZA— e —1 1- 1 0 /D +600mm min
1
›' DOWN— THRUST BLOCK
DOWN— THRUST BLOCK SECTION Y —Y
ELEVATION
NOTES: D This blocking is for bends up to 45' for
A Concrete shall be placed to within up— thrust and 90' for down — thrust.
50mm of the face of the bell. E This blocking design applies where the soil has
B Bond breaker to be used between a safe allowable bearing capacity of 100kPa
1
concrete and fittings. as verified by a geotechnical investigation.
C This blocking design applies only where F All dimensions are in millimetres unless
1035kPa pressure is not exceeded. otherwise shown.
1
ONTARIO PROVINCIAL STANDARD DRAWING Nov 2006 I Rev 12 sTA,
CONCRETE THRUST BLOCKS i I
FOR VERTICAL BENDS M ` —
OPSD 1103.020 1
1
1
1 Finished grade
1 '
1 r- -i
v i i v
w a>
0
1 0
0 a
e Slide type service box 0)
with upper and 1 0
I ` lower section L
U O
0
E E
E -. 7
1 E
C
Gooseneck
1
CI °E o
Sfr in
1 /.1 111 • 111.
a . • ' Main stop, Note 1 with rod stop . , ..
• I
•
1
' J
*
•• / Bedding C oncre t e suppor
.... / gas specified 200x200x1 00mm
I Watermain drilled and tapped
AWWA inlet thread
1
1 NOTES:
1 For plastic service pipes, install main stop C All water services to be installed 90'
at 15" above horizontal with a minimum to the longitudinal axis of the watermain.
I 1.2m long gooseneck. D All dimensions are in millimetres
A Service connections to plastic watermains unless otherwise shown.
to be made using service saddles or
I factory made tees.
B Couplings shall not be permitted unless the
service length exceeds 20m between the main
stop and curb stop.
1
ONTARIO PROVINCIAL STANDARD DRAWING Nov 2006 1 Rev 1 2 i sr,44,,
I WATER SERVICE
CON N E
CONNECTION A
C N 4_
19 and 25mm DIAMETER SIZES OPSD 1104.010
Variable Variable - 1
gaga
• Hydrant
1
1
Finished grade
I , r• 100 to 150mm
—I— I
f 1
f y '
1
/-- with Slide u pe and valve box
o
N lower section 1
- -
0 600 600 -
o
o , 1 Drain hole
E
Polyethylene , 19mm clear stone
c ' covering 900mm width 1
Concrete thrust
block
Note 1 Watermain 1 O� pp p Q o 0 o O o 0
po0 po 0 o oO�O o�
00 �p c p �c7c2 0000
00 ° o p o o'5
_ O o0 0 0 O 0 0
4 4110%._111 . _, '� I - o 0 000 O o i .. . • .v ., M I -
7.1
150mm I.
... min / -. /A % A . -- e. 0
150mm dia pipe Concrete thrust block
Bedding Note 1
as specified 150mm valve Concrete support
1
NOTES:
1 All concrete thrust blocks to be poured against undisturbed ground. 1
A Bond breaker to be used between the concrete and the fittings and
appurtenances.
B Bolts and nuts for buried flange to flange connections are to be stainless steel.
C When required, flange of standpipe extensions not to be in frost zone.
D This OPSD is to be read in conjunction with OPSD 1103.010 and 1103.020.
E All dimensions are in millimetres unless otherwise shown. 1
ONTARIO PROVINCIAL STANDARD DRAWING Nov 2006 I Revl 1 , STAN
. V S J 1
HYDRANT INSTALLATION s�
1
OPSD 1105.010
1
1
Se A ate,
1 ant a5 ��r
�lyd t
1 1
, te e
eta ilic
r f tt�n 14*
1 The
M ' Not 1 4 j j 'f% 9 tee
1
• l
1 1 09 O v
OPS � de, TyP
1 ,� � �' s,- pn e 1 44,
)1111111111X tip, No t
(No ��) . �� p ..
.7 �W
TyP
1 lair
f ;t tin9 r ing' te � �
•
PSG reStro �
IIIG , /
veto S top
Ong P ast '�• I n S top
1 �� Sep la�P otio
pie toll'c rou nd c Go rP °r
G
1
I NOTES:
1 Anode shall be placed at least 1.0m away from the water system pipe and appurtenances
and as deep as the bottom of the pipe and appurtenances. Minimum distance between anodes
I shall be 1.0m.
2 Anode connecting wire shall be loosely wrapped around pipes and fittings and knotted.
3 Protective coating shall be applied to all thermite welds.
A All dimensions are in metres unless otherwise shown.
1 ONTARIO PROVINCIAL STANDARD DRAWING Nov 2008 IRevI 1 . STAN,
1 CATHODIC PROTECTION FOR "
PVC �, pqC_ ,�
WATERMAIN SYSTEMS OPSD 1109.011
1
1.0m 0.5m
1 I 1
TEMPORARY RAMPING PLACED
WHEN BASE COURSE ONLY IN EXISTING
— ASPHALT CONTRACT / ASPHALT
BASE COURSE ASPHALT
REMOVE EXISTING ASPHALT
TO DEPTH OF SURFACE COURSE
PRIOR TO PAVING SURFACE
REMOVE RAMPING TEMPORARY
PRIOR TO PLACING PAPER
SURFACE COURSE JOINT
MATERIAL
BMROSS STANDARD DRAWING DATE OF REVISION - Jan, 2004
�� '` BMROSS S p
`* Asphalt Joint Detail for SCALE : N.T.S.
engineering better communities Transverse Joints DRAWING No. 208
OM NM OM MO MI NM • r r Ow • MN OM • - - • N
1
1
REPLACEMENT SECTION AFTER
1
- COMPLETION OF TESTING, FLUSHING
GATE VALVE TO BE LEFT AND DISINFECTION OPERATIONS
IN PLACE AND INCLUDED
IN TESTING, FLUSHING,
1 DISINFECTION AND SWABBING TEMPORARY THRUST
ITEM SOLID SLEEVE BLOCK . SOLID SLEEVE OR
CAP CAP BELL END
NEW OR EXIST.
1 _�
i GATE VALVE
b NEW - -
'.,4 .,'.::..:!:
......... _ _ N EXIST. d
1 GATE VALVE (TYP)
(SAMPLE TAP ALSO USED _---- FILL ( LINE OR BY —PASS
FOR CHLORINE INJECTION NN CONNECTION (MINIMUM SIZE
1 AND PRESSURE TESTING) AS PER TABLE BELOW)
BACKFLOW PREVENTOR
DEVICE
1
LIMIT OF PAYMENT (TO BE INCLUCED IN TESTING,
FLUSHING, DISINFECTION AND SWABBING ITEM)
1
1 FLOW REQUIRED SIZE OF TAP (mm) NUMBER OF OPEN
PIPE TO PRODUCE 64mm
DIAMETER 0.76m /s (APPROX) HYDRANT
1 MAIN VELOCITY IN 25 I 38 I 51 OUTLETS
MAIN
mm I/s NUMBER OF TAPS ON
1 PIPES —
100 6.3 1 1
1 150 12.6 = 1 — 1
200 25.2 2 1 1
1 250 37.9 — 3 2 1
300 56.8 — — 2 2
1 400 109.9 — — 4 2
1
1
BMROSS STANDARD DRAWING D ATE OF REVISION - Jan, 2004
if,. BMROSS Temporary SCALE : N.T.S.
1 Tem ora Watermain Connection
engineering better communities Typical Configuration DRAWING No. 1101
FINISHED GRADE
MIiti, =MEW /
tf - 50mm DIA
PLUG
0 F w
U
w
t UPPER VALVE
in SERVICE BOX BOX EXTENSION
a AS PER CONTRACT
LIMIT OF SPECIFICATIONS
PAYMENT ITEM o 50mm DIA. PIPE
0 m
0
z
COPPER, LENGTH
RESTRAINT DEVICE TO SUIT
uuuiuuuiumuunuumim'nuumuim • is CURB STOP -
WATERMAIN E unnnnnunuuuuuuummuuuummu 'k-'i'4 1111, i • — j 90 °ELBOW
�x ,"/,.•;, � ty MAIN STOP ' ° .. • e • ° • •---- BEDDING AS SPECIFIED
o pi'=s' : ° d . .• O.
L I n ► ► m n n m m m m m m m u u u m u n u ► u h ! :
/ / / / / / / //,
AP TAPPED CONCRETE SUPPORT
50mm DIA. 200x200x1 00mm
I-- LENGTH AS PER --I
MANUFACTURERES SPECIFICATIONS
BMROSS STANDARD DRAWING DATE OF REVISION - November2012
, 4006
f BMROSS SOmm Blow Off Installation SCALE : N.T.S.
` t engineering better communities c/w Restrained MJ End Cap
DRAWING No. 1106M
ME 1111111 — a — — — On all an 11111 — Ma ' MI NM an In an
r - - - - - - • - - - - - - • - - - r
CONCRETE SIDEWALK / 1200
1 /
600
0
co
D
Q
0 o
O O N
f f
. .--: „....„ 7----■
0
c.
co
PLAN VIEW -- TYPICAL INSTALLATION
MIN. SLOPE 0%
MIN. SLOPE 2% (1/50) MAX. SLOPE 1% MIN. SLOPE 2% (1/50)
MAX. SLOPE 10% (1/10) MAX. SLOPE 10% (1 /10) MIN. SLOPE 0%
MAX. SLOPE 1%
1200 1200
CONCRETE 600 200 CONCRETE MAX. SLOPE
SIDEWALK SIDEWALK 600 200
MAX. SLOPE MEM 1 I r - /
-�
if/7 .// ..!
.2. . ; .'. . F74 /./,‘,./ "
200 mmTYP. _ °• ° . - - - - = -. f� // 2 1,f��//%' � / /� / /ir. 200 mmTYP. °` '. °.° •.• ' . -' -. = �
_.r r r� I I� I- I III / I S I� I I I I' �f / //. � //, ; r r - / ./ I / 0 / I / I� • I / I I / / r�. /•
' s = i' i a i 6 =. � fir =i -/ 'i=/ a ri= / //j 'i. � i= i- r-i-i �-� -i= i-i-i-i _Vai4i =i 1
0/ 40/ " /////// /71/4 7/ , / 2 .
LOCATED ON DOWN HILL SLOPE SECTION 1 -1 LOCATED ON UP HILL SLOPE
DATE OF REVISION - May, 2010
SCALE : N.T.S.
MAILBOX INSTALLATION DETAIL
FIGURE No. 1