HomeMy WebLinkAbout2007-163
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 2007-163
Being a By-law to authorize a contract between the
Corporation of the Municipality of Clarington and Hard-Co
Construction Ltd, Whitby, Ontario for the Elgin Street
Reconstruction.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS
FOLLOWS:
1 . THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the
Corporation of the Municipality of Clarington and seal with the Corporation Seal, a
contract between, Hai"d-Co Construction Ltd, Whitby, Ontario, and said
Corporation; and
2. THAT the contract attached hereto as Schedule "A" form part of this By-law.
By-law read a first and second time this 25th day of June, 2007.
By-law read a third time and finally passed this 25th day of June, 2007.
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CORPORATION OF
THE MUNICIPALITY OF CLARINGTON
ELGIN STREET RECONSTRUCTION,
BOWMANVILLE
CONTRACT NO. CL2007-21
May 2007
~~
architects
planners
TSH No. 12-29600
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AGREEMENT
THIS AGREEMENT made in quadruplicate
BETWEEN: HARD-CO CONSTRUCTION LTD.
of the Regional Municipality of Durham and Province of Ontario
hereinafter called the 'Contractor"
THE PARTY OF THE FIRST PART
-and -
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
hereinafter called the 'Purchaser"
THE PARTY OF THE SECOND PART
WITNESSETH, that the party of the first part, for and in consideration of the payment or payments
specified in the tender for this work hereby agrees to furnish all necessary machinery, tools, equipment, supplies,
labour, and other means of construction and, to the satisfaction of the Engineer, to do all the work as described
hereafter, furnish all the materials except as herein otherwise specified, and to complete such works in strict
accordance with the plans, specifications and tender therefore, all of which are to be read herewith and form part
of this present agreement as fully and completely to all intents and purposes as though all the stipulations thereof
have been embodied herein.
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DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS
Elgin Street Reconstruction, Bowmanville, Contract No. CL2007-21
Addendum No. I dated May 28, 2007
Addendum NO.2 dated May 28, 2007
Addendum No.3 dated June 4, 2007
A. TENDER FORM: General
Itemized Bid
Bonds
Schedule of Tender Data
B. STANDARD TERMS AND CONDITIONS
C. CONTRACTOR SAFETY POLICY
D. INSTRUCTIONS TO TENDERERS
E. SPECIAL PROVISIONS - GENERAL
F. SPECIAL PROVISIONS - TENDER ITEMS
G. DESIGN GUIDELINES
H. STANDARD DRAWINGS
1. PLANS: Drawings No. 1-12, W-S-I and W-S-8
J. STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition of the following Ontario Provincial Standard Specifications, Region of Durham Standard
Specifications revised May 2005 and Municipality of Clarington Design Guidelines and Standard
Specifications - 2004.
cOPSS No. Date OPSSNo. Date OI'SSNo. Dale OPSS No. Dale
127 Current 351 Nov. 2005 421 ApT. 1999 541 Nov. 2005
128 Current 353 Nov. 2005 501 Nov. 2005 552 Nov. 2002
201 Nov. 2003 405 Nov. 2005 506 Nov. 2005 570 Aug. 1990
206 Nov. 2000 407 Nov. 2004 510 Nov. 2006 571 Nov. 2001
310 Nov. 2004 408 Nov. 2004 511 Nov. 2004 572 Nov. 2003
314 Nov. 2004 410 Nov. 2006 540 Nov. 2006 577 Nov. 2006
K. GEOTECHNICAL INVESTIGATION
1.. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
All Plans and Documents referred to in the Specifications.
The Contractor further agrees that he will deliver the whole of the works completed in
accordance with this agreement on or before November 30, 2007.
IN CONSIDERATION WHEREOF said party of the second part agrees to pay to the Contractor
for all work done, the unit prices on the Tender.
This agreement shall enure to the benefit of and be binding upon the heirs, executors,
administrators and assigns of the Contractor and on the heirs and successors ofthe Purchaser.
Page 2 of3
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IN WITNESS WHEREOF, the Contractor and the Purchaser have hereunto signed their
names and set their seals on the day first above written.
SIGNED and sealed by the Contractor: HARD-CO CONSTRUCTION LTD.
)
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) Date
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in the presence of )
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Date
SIGNED and sealed by the Purchaser: THE CORPORATION OF THE MUNOCIPM.JJY9F
CLARINGTON .. . ~ _ .. /
in the presence of
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P:\12-29600\Specs\CL2007 -21-AGRdoc
~mm~
Date August Q,'1,2007
Date
L rrle, Clerk
Qu5U~t.. &'1, 2007
Page 3 of3
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CONTRACT NO. CL2007-21
MUNICIPALITY OF CLARINGTON
ELGIN STREET RECONSTRUCTION, BOWMANVILLE
ADDENDUM NO.3
Contractors are hereby advised of the following modifications to Contract No. CL2007-21:
INSTRUCTIONS TO TENDERERS
The following clause shall be added:
"PROVISIONAL ITEMS
After the Tender Closing the Items in the Itemized Bid noted as being "Provisional" may have quantities
modified or may be deleted from the contract at the sole discretion of the owner without negotiating with
the bidders regardless of the percentage of the Tender the individual or combined "Provisional Items"
represent. No consideration for loss of overhead costs will be considered should these Items be deleted
from the Contract."
All tenders must be submitted on the basis of this modification.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH
Engineers Architects Planners
513 Division Street
Cobourg, Ontario K9A 5G6
June 4, 2007
Poll2-29600ISpecsIADD 3.doc
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CONTRACT NO. CL2007-21
MUNICIPALITY OF CLARINGTON
ELGIN STREET RECONSTRUCTION, BOWMANVILLE
ADDENDUM NO.2
Contractors are hereby advised of the following modifications to Contract No. CL2007-21:
ITEMIZED BID
Part 'C': Watermain and Appurtenances
Add the following item:
Item No.
Spec.
No.
RMDCS
SP
Description
Unit Quantity Unit Price
Total
3.02.10
Provisional Item
Insulate Watermain as Per S- 307
m 20
SPECIAL PROVISIONS - TENDER ITEMS
Add the following Item under Part 'C': Watermain and Appurtenances:
"INSULATE WATERMAlN (Provisional) - ITEM NO. 3.02.10
Reference:
RMDSD S-307
Include:
.1
Supply and installation of 75 mm c1osed-cell, extruded polystyrene installation and
sand cover in accordance with RMDSD 8-307, complete in place. The polystyrene
sheets shall have a minimnm compressive strength of 275 Mpa.
Note:
.1
.2
Payment for excavation shall be made onder Item No. 3.01.02.
Measurement for Payment - metre. "
AI;' tenders must be submitted on the basis of this modification.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH
Engineers Architects Planners
513 Division Street
Cobourg, Ontario K9A 5G6
May 28, 2007
P:\12-29600\Specs\ADD 2.doc
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CONTRACT NO. CL2007-21
MUNICIPALITY OF CLARINGTON
ELGIN STREET RECONSTRUCTION, BOWMANVILLE
ADDENDUM NO.1
Contractors are hereby advised of the following modifications to Contract No. CL2007-21:
ITEMIZED BID
Part 'B': Sanitary Sewer and Appurtenances
Add the following item:
Item No. Spec.
No.
Description
Unit Quantity Unit Price
Total
2.04.08G
Provisional Item LS
Remove and Replace Maintenance
Hole No. 0172
SPECIAL PROVISIONS - TENDER ITEMS
Add the following paragraph under this Item:
SANITARY SEWER MAINTENANCE HOLE - ITEM NO. 2.04
"The price bid for Item 2.04.08G shall also include for removal of existing Maintenance Hole 0172 at the
intersection of Odell Street and Prospect Street at the location shown on Drawing No. W -S-SKl.
Placement of the 1200 mm Maintenance Hole 0172, complete with drop structures, shall also include for
all surface restoration in disturbed areas as follows:
Top Lift Asphalt H.L.-3
Binder Coarse Asphalt H.L.-8
Granular 'A'
Granular 'B'
40mm
50mm
150 mm
300 mm
Inverts for Maintenance Hole 0172 shall be field confirmed prior to ordering."
STANDARD DRAWINGS
Add the attached Drawmg No. W-S-SKI to the Standard Drawmgs section of the Contract With descnptlOn as
follows:
W -S-SK I
REPLACEMENT OF MH-QI72 AT INTERSECTION OF ODELL STREET AND
PROSPECT STREET, BOWMANVILLE
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CONTRACT NO. CL2007-21
MUNICIPALITY OF CLARINGTON
ELGIN STREET RECONSTRUCTION, BOWMANVILLE
20f2
ADDENDUM NO.1
All tenders must be submitted on the basis of this modification.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH
Engineers Architects Planners
513 Division Street
Cobourg, Ontario K9A 5G6
May 28, 2007
Attachment - Drawing No. W-S-SKl
P:\12-29600\SpecsIADD l.doc
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SECTION B-B
SCALE:
HORZ. 1: 250.
VERT. 1: 50.
SECTION
SCALE:
HORZ. 1: 250
VERT. 1: 50.
PROJECT:
1 OS/23107
J.B. ISSUED FOR TENDER
ELGIN STREET
RECONSTRUCTION
CONTRACT No. CL2o.o.7-21
No. DATE
BY
DRAWN BY:
CHECKED BY:
Region of Durham
DESIGNED BY
APPROVED BY:
DRAWING:
REPLACEMENT OF MH-0172
AT INTERSECTION OF
ODELL ST. & PROSPECT ST.
BOWMANVILLE
SCAlE:
DATE:
AS NOTED
MAY 2007
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ISSUES , REVISIONS
PROJECT No. :
DRAWING No.
W-S-SK1
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PROJECT:
AUTHORITY:
CONTRACT ADMINISTRATOR:
TENDERER:
TENDERS RECEIVED BY:
P:\lZ.29600\SpecsI22163-TF-SignDocs.doc
TENDER FOR CONTRACT NO. CL2007-21
ELGIN STREET RECONSTRUCTION, BOWMANVILLE
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
TOTTEN SIMS HUBICKI ASSOCIATES
ENGINEERS, ARCHITECTS and PLANNERS
513 DIVISION STREET
COBOURG, ONTARIO. K9A 506
Telephone: 905-372-2121 Fax: 905-372-3621
Hard-Co Construction Ltd.
Name
625 Conlin Road
Whitby. Ontario LlR 2W8
Address (include Postal Code)
Tel: 905-668-2001 Fax: 905-668-3584
Telephone and Fax Numbers
Barry Harding
Name of Person Signing
President
Position of Person Signing
Ms. Patti Barrie, Clerk
Corporation of the Municipality of Clarington
40 Temperance Street
Bowrnanville, Ontario
LlC 3A6
Page I of 12 pages
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TENDER CONTRACT NO. CL2007-21
To: The Mayor and Members of Council
Corporation of the Municipality of Clarington
Re: Contract No. CL2oo7-21
Elgin Street Reconstruction, Bowmanville
Dear Mayor and Members of Council:
The Contractor has carefully examined the Plans, Provisions, Specifications and Conditions described herein as
part of the work to be done under this Contract. The Contractor understands and accepts the said Plans,
Provisions, Specifications and Conditions, and, for the prices set forth in this Tender, hereby offers to furnish all
machinery, tools, apparatus and other means of construction, furnish all materials, except as otherwise specified in
the Contract, and to complete the work in strict accordance with the said Plans, Provisions, Specifications and
Conditions.
The Contractor understands and accepts that the quantities shown are approximate only, and are subject to
increase, decrease, or deletion entirely iffound not to be required.
Attached to this tender is a bid deposit in the amount specified in Clause 3 of the Instructions to Tenderers, made
payable to the Authority. This cheque or bid bond shall constitute a deposit which shall be forfeited to the
Authority if the successful Contractor fails to file with the Authority a 100% Performance Bond and a 100%
Labour and Material Payment Bond, satisfactory to the Authority within ten (\ 0) calendar days from the date of
receipt of Notice of Acceptance ofthe Tender.
Notification of acceptance may be given and delivery of the form of Agreement made by prepaid post, addressed
to the Contractor at the address contained in this Tender.
Page 2 of 12 pages
I ITEMIZED BID CONTRACT NO. CL2007-21
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2007 -21 for the folIowing unit prices.
Spec, No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
I SP Refers to Special Provisions
(Pl Plan Quantity Payment Item
RMDCS Regional Municipality of Durham Construction Specifications
MOC Municipality ofClarington Design Guidelines and Standard Drawings
I
I 16 410 250 mm Dia. Storm Sewer, PVC DR m 7 159.00 1,113.00
SP, MOC 35, Inc\. Excavation, Embedment
and Native BackfilI
I 17 410 300 mm Dia. Storm Sewer, Class 50 m 123 225.00 27,675.00
SP, Mac D, Inc\. Excavation, Class 'B'
Bedding and Native BackfilI
I 18 410 300 mm Dia. Storm Sewer, PVC DR m 18 180.00 3,240.00
SP,MOC 35, Inc\. Excavation, Embedment
I and Native BackfilI
19 410 375 mm Dia. Storm Sewer, PVC DR m Deleted Deleted
SP, Mac 35, Inc\. Excavation, Embedment
I and Native Backfill
20 410 450 mm Dia. Storm Sewer, Class 50 m 64 232.00 14,848.00
I SP,MOC D, Inc\. Excavation, Class 'B'
Bedding and Native BackfilI
21 410 525 mm Dia. Storm Sewer, Class 50 m 195 238.00 46,410.00
I SP, MOC D, Inc\. Excavation, Class 'B'
Bedding and Native BackfilI
22 410 600 mm Dia. Storm Sewer, Class 50 m 197 285.00 56,145.00
I SP, Mac D, Inc\. Excavation, Class 'B'
Bedding and Native BackfilI
I 23 410 150 mm Dia. Storm Sewer Laterals, m II 167.00 1,837.00
SP,MOC PVC DR 28, Inc\. Excavation,
Embedment and Native Backfill
I 24 904 Concrete HeadwalI with Grate, LS 8,800.00 8,800.00
(OPSD 804.040 and 804.05)
I 25 407 600 mm x 600 mm Precast ea 24 1,868.00 44,832.00
SP, MOC Catchbasin (C-I04, OPSD 400.010)
26 407 600 mm x 600 mm Precast ea 7 2,006.00 14,042.00
I SP, MOC Catchbasin with Beehive Type Grate
(C-I04, C-114)
27 407 600 mm x 1200 mm Precast Twin ea 3 3,178.00 9,534.00
I SP, MOC Inlet Catchbasin (C-105, OPSD
400.010)
I 28 407 Lawn Drain Inlets ea 6 606.00 3,636.00
SP, MOC
29 407 1200 mm Dia. Precast Maintenance ea 7 3,518.00 24,626.00
I SP, MOC Hole (C-IOI, C-ll3)
Page 4 of 12 pages
I ITEMIZED BID CONTRACT NO. CL2007-21
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2007-21 for the following unit prices.
Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
I SP Refers to Special Provisions
(Pl Plan Quantity Payment Item
RMDCS Regional Municipality of Durham Construction Specifications
MOC Municipality ofClarington Design Guidelines and Standard Drawings
I
I 30 407 1500 mm Dia. Precast Maintenance ea 2 5,132.00 10,264.00
SP, MOC Hole (C-I02, C-I13)
31 408 Adjusting Maintenance Hole ea 1 375.00 375.00
I SP, MOC
32 501 Water for Compaction and Dust m3 500 7.50 3,750.00
Suppression
I 33 506 Calcium Chloride Flake kg 4,000 1.20 4,800.00
I 34 SP Sawcutting Asphalt m 160 10.00 1,600.00
35 206,510 Remova] of Asphalt - Full Depth m2 152 9.00 1,368.00
I SP, MOC
36 5]0 Removal of Sidewalk 2 960 9.00 8,640.00
m
SP
I 37 510 Removal of Curb and Gutter m 8 20.00 ]60.00
SP
38 510 Removal of Culverts and Sewers m 650 7.00 4,550.00
I SP
39 5]0 Remova] of Catch basins and ea 18 100.00 1,800.00
SP Maintenance Holes
I 40 570 Topsoil (Imported) 2 2,700 4.70 ]2,690.00
m
SP, MOC
41 571 Sod (Nursery, Unstaked) , 2,700 3.70 9,990.00
m
I SP,MOC
42 511 Rip-Rap on Geotextile 2 90 27.00 2,430.00
m
I SP
43 SP Dead End Barricade (C-40]) LS ],885.00 1,885.00
I 44 541 Miscellaneous Works LS 20,000.00
SP, MOC
45 SP, MOC Provisiona] Item m3 ]00 34.00 3,400.00
I H.L.-8 Blend Clear Stone Bedding
with Geotextile
46 SP Asphalt Cement Price Adjustment LS 10,000.00
I Allowance
47 206,314 Provisional Item , 2,500 9.00 22,500.00
m
I SP, MOC Additiona] Depth Granular 'B', Type
1
Total Part 'A' (Carried to Summary) 933,680.00
I
Page 5 of ] 2 pages
I ITEMIZED BID CONTRACT NO. CL2007-21
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2007-21 for the following unit prices.
Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
I SP Refers to Special Provisions
(Pl Plan Quantity Payment Item
RMDCS Reg:ional Municipality of Durham Construction Specifications
MOC Municipality ofClarington Design Guidelines and Standard Drawings
I
I 2.04.08G Provisional Item LS 13,000.00 13,000.00
Remove and Replace Maintenance
Hole No. 0172
I 2.40 RMDCS Miscellaneous Items
SP
2.40.02 Excavate for Utility Verification ea 3 282.00 846.00
I Total Part 'B' (Carried to Summary) 287,791.00
I PART 'C': W ATERMAIN AND APPURTENANCES
3.01 RMDCS Pipe (Not Including Restoration)
I SP
3.01.02 150 mm PVC m 880 191.00 168,080.00
I 3.02 RMDCS Extra Over Item No. 3.01
3.02.04 Remove Existing Valve Box ea 8 120.00 960.00
I 3.02.06 Concrete Plug in Abandoned Pipe ea 4 150.00 600.00
I 3.02.10 Provisional Item m 20 90. 1,800.00
Insulate Watermain as Per S- 307
I 3.02.12 Provisional m3 10 200.00 2,000.00
Trench Rock Excavation
3.02.14 Stone for Extra Depth Bedding m3 20 35.00 700.00
I (H.L.-8 Blend Clear Crushed Stone)
3.03 RMDCS Valves
SP
I 3.03.02 150 mm Gate Valve and Box as per ea 17 1,400.00 23,800.00
S-408
I 3.04 RMDCS Hydrauts
SP
3.04.01 New Hydrant with Storz Pumper ea 7 4,500.00 31,500.00
I Nozzle as per S-409
3.04.03 Temporary Flushing Hydrant ea 3 1,950.00 5,850.00
I 3.04.05 Remove Existing Hydrant Complete ea 5 120.00 600.00
with Concrete Plu s
I Page 8 of 12 pages
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ITEMIZED BID
CONTRACT NO. CL2007-21
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2007 -21 for the following unit prices.
Spec. No.
SP
(Pl
RMDCS
MOC
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
Regional Municipality of Durham Construction Specifications
Municipality ofClarington Design Guidelines and Standard Drawings
8.02 RMDCS Contractor Documentation
SP
8.02.01 Bonds, Insurance and Maintenance LS 35,800.00 35,800.00
Security
8.03 RMDCS Mobilization and Traffic Control
SP
8.03.01 Mobilization and Demobilization LS 8,200.00 8,200.00
8.05.01 SP Pre-Condition Survey LS 12,500.00 12,500.00
Total Part 'D' (Carried to Summary) 63,500.00
SUMMARY -
Total Part 'A' - Roadworks and Storm Sewers
Total Part 'B' - Sanitary Sewer and Appurtenances
Total Part 'C' - Watermain and Appurtenances
Total Part 'D' - General Items
933,680.00
287,791.00
331,429.00
63,500.00
Total (excluding GST)
GST (6% of Total)
1,616,400.00
96,984.00
Tenderer's GST Registration No. R132431768
P:\12 -29600\Specs\(CL2007-21-ItemBid-SignDocs.xls Jltemized Bid
Page 10 of 12 pages
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AGREEMENT TO BOND (to be completed bv Bondilll! Company)
CONTRACT NO. CL2007-21
Bond No.: 100007635-7
WE, the Undersigned, HEREBY AGREE to become bound as Surety for
Hard-Co Construction Inc.
in a Performance Bond totaling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and a Labour
and Material Payment Bond totaling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and
conforming to the Instruments of Contract attached hereto, for the full and due performance of the works shown or
described herein, if the Tender for Contract No.CL2007-21 is accepted by the Authority.
IT IS A CONDITION of this Agreement that if the abovementioned Tender is accepted, application for
a Performance Bond and a Labour and Material Payment Bond must be made to the Undersigned within TEN (10)
DAYS of Notice of Contract Award, otherwise the Agreement shall be null and void.
DATED AT Toronto
28"'
2007
this
day of Mav
Travelers Guarantee Companv of Canada
Name of Bonding Company
Jacqueline Miller
Signature of Authorized Person
Signing for Bonding Company
(BONDING COMPANY SEAL)
Attornev-in-Fact
Position
(This Form shall be completed and attached to the Tender Submitted).
Page II of 12 pages
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SCHEDULE OF TENDER DATA
CONTRACT NO. CL2007-21
The work specified in the Contract shall be performed in strict accordance with the following Schedule:
A. TENDER FORM: General Pages 1 and 2
Itemized Bid Pages 3 to 10
Agreement to Bond Page II
Schedule of Tender Data Page 12
B. STANDARD TERMS AND CONDITIONS Pages 1 to 9
C. CONTRACTOR SAFETY POLICY Pages 1 to 8
D. INSTRUCTIONS TO TENDERERS Pages 1 to 5
E. SPECIAL PROVISIONS - GENERAL Pages 1 to 16
F. SPECIAL PROVISIONS - TENDER ITEMS Pages 1 to 19
G. DESIGN GUIDELINES
H. STANDARD DRAWINGS
I. PLANS: Drawings No. 1- 12, W-S-I and W-S-8
J. STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition of the following Ontario Provincial Standard Specifications, Region of Durham Standard
Specifications revised May 2005 and Municipality of Clarington Design Guidelines and Standard
Specifications - 2004.
OPSSNo. Date OPssNo. Date (lPSSNo. Date OPSS\'lI!I<. Date
127 Current 351 Nov. 2005 421 A .1999 541 Nov. 2005
128 Current 353 Nov. 2005 501 Nov. 2005 552 Nov. 2002
201 Nov. 2003 405 Nov. 2005 506 Nov. 2005 570 Au .1990
206 Nov. 2000 407 Nov. 2004 510 Nov. 2006 571 Nov. 2001
310 Nov. 2004 408 Nov. 2004 511 Nov. 2004 572 Nov. 2003
314 Nov. 2004 410 Nov. 2006 540 Nov. 2006 577 Nov. 2006
K. GEOTECHNICAL INVESTIGATION
L. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
The Contractor, by this tender, offers 10 complete the work of this Contract in strict accordance with the terms
contained herein.
The bidder certifies that it has met all of its obligations to comply with the Provincial Retail Sales Tax
requirements, so that it is able to do business in Ontario.
Yes
x
No
By my/our signature hereunder, I/we hereby identifY this as the Schedule of Tender Data, Plans and Specifications,
for Contract No. CLZ007-21, executed by me/us bearing date the 5th day of June 2007 and. we have-fully
read all related docu to tender data as listed above.
SIGNATURE:
POSITION
\' ....-.0"
. '- -
.: Rl.elildent -
, --.
'- -^.
~ (;OMPAF{ SEAL)
~ ~~
NAME OF FIRM
Privacy Lel!islation
Federal legislation governs the collection and use of personal information from individuals. We represent and warrant to the owner that we
have obtained the CONSENT of any and all employees whose personal information we have supplied to the owner in this tender. This
personal information, which includes, but is not limited to, the employees' names, education, work and project history, professional
designations and qualifications. This CONSENT permits the owner to disclose this personal information to the Engineer (owner or agent)
for the purpose of evaluating our bid. In the event that the tender is successful, this personal information may also be used in project
administration, for contact purposes.
This is Page 12 of 12 Pages to be submitted as the Tender Submission for Contract No. CL2007-21.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-21
STANDARD TERMS AND CONDITIONS
P:I I 2-29600ISpecs\22 I 64- T &Cdoc
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STANDARD TERMS AND CONDITIONS
1
The Municipality ofClarington's "Standard Terms and Conditions" shall apply to this Contract
except where noted below.
. Clause 15 of the "Standard Terms and conditions" shaH be superceded by Clause 2,
"Guaranteed Maintenance" of the "Special Provisions - General" Section of the
Contract.
. Clause 16 of the "Standard Terms and Conditions" is not applicable to this Contract.
. Clause 23 of the "Standard Terms and Conditions" shall be superceded by Clause
6.03.02 of the OPS General Conditions of Contract (Septemher 1999) which requires a
$5,000,000.00 liability coverage.
. Clause 26 of the "Standard Terms and Conditions" shall be superceded by Clause 19,
"Workplace Hazardous Materials Information System (WHMIS)" of the "Special
Provisions - General" Section of the Contract.
STANDARD TERMS AND CONDITIONS
2
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1. DEFINITIONS
Municipality - The Corporation of the Municipality of Clarington, its successors and assigns.
Bidder - The person, firm or corporation submitting a bid to the MunicipaHty.
Company - The person, contracior, firm or corporation to whom the Municipality has awarded the
contract, n successors and assigns.
Contract - The purchase order authorizing the company to perform the work, purchase order
atterations, the document and addenda, the bid, and surety.
Subcontractor - A person, firm or corporation having a contract with the company for, or any part of,
the work.
Document - The document(s) issued by the Municipality in response to which bids are invited to
perform the work in accordance with the specifications contained in the document.
Bid - An offer by a Bidder in response to the document issued by the Municipality.
Work - All labour, malenals, products, articles, fixtures, services, supplies, and acts required to be
done, fumished or performed by the company, which are subject to the Contract.
2. SUBMISSION OF BID
Bid invitation shall be in accordance with the MunicipaHty of Oanngton Purchasing By-law #2006-
127 and will apply for the calling, receiving, and opening of bids. The Municipality will be responsible
for evaluating bids, awarding and adminislenng the contract in accordance with the Purchasing By-
law.
The bid must be submitted on the form(s) and in the envelope supplied by the Municipality unless
otherwise provided herein. The envelope must not be covered by any outside wrappings, i.e. couner
envelopes or other covenngs.
The bid must be signed by a designated signing officer of the Bidder.
If a joint bid is submnted, n must be signed on behall of each of the Bidders.
The bid must.be legible, wntten in ink, or typewrttten. Any form of erasure, strtkeoul or over-writing
must be initialled by the Bidder's aulhonzed signing officer.
The bid must not be restrtcted by a covenng letter, a statement added, or by alleralions to the
document unless otherwise provided herein.
Failure to retum the document or invitation may result in the removal of the Bidder from the
Municipality's bidder's list.
A bid received atter the closing date and time will not be considered and will be returned, unopened.
Should a dispute anse from the terms and conditions of any part of the contract, regarding meaning,
intent or ambiguity, the decision of the Municipality shall be final.
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STANDARD TERMS AND CONDITIONS
3
3. CONTRACT
The contract consists of the documents aforementioned.
The contract and portions thereof take precedence in the order in which they are named above,
notwithstanding the chronological order in which they are issued or executed.
The intent of the contract is that the Company shall supply woll< which is fit and suitable for the
Municipality's intended use and complete for a particular purpose.
None of the conditions contained in the Bidder's standard or general conditions of sale shall be of
any effect unless explicilly agreed to by the Municipality and specifically referred to in the purchase
order.
4. CLARIFICATION OF THE DOCUMENT
Any clarification of the document required by the Bidder prior to submission of its bid shall be
requested through the Municipality's contact identified in the document. Any such clarification so
given shall not in any way alter the document and in no case shall oral arrangements be considered.
Every notice, advice or other communication pertaining thereto will be in the form of a written
addendum.
No officer, agent or employee of the Municipality is authorized to aller orally any portion of the
document
5. PROOF OF ABILITY
The bidder may be required to show, in terms of experience and facilities, evidence of its ability, as
well as that of any proposed subcontractor, to perform the woll< by the specified delivery date.
6. DELIVERY
Unless otherwise stated, the woll< specified in the bid shall be de~vered or completely performed by
the Company as soon as possible and in any event within the period set out herein as the
guaranteed period of delivery or completion after receipt of a purchase order therefor.
A detailed delivery ticket or piece tally, showing the exact quantity of goods, materials, articles or
equipment, shall accompany each delivery thereof. Receiving by a foreperson, storekeeper or other
such receiver shall not bind the Municipality to accept the woll< covered thereby, or the particulars of
the delivery ticket or piece tally thereof.
Work shall be subject to further inspeclion and approval by the Municipality.
The Company shall be responsible for arranging the work so that completion shall be as specified In
the contract.
Time shall be of the essence of the contract.
7. PRICING
Prices shall be in Canadian Funds, quoted separately for each item stipulated, F.O.B. destination.
Prices shall be firm for the duration of the contract.
Prices bid must include all incidental costs and the Company shall be deemed to be satisfied as to
the full requirements of the bid. No claims for extra work will be entertained and any additional work
must be authorized in writing prior to commencement. Should the Company require more
information or clarification on any point, it must be obtained prior to the submission of the bid.
Payment shall be full compensation for all costs related to the work, including operating and
overhead costs to provide work to the satisfaction of the Municipality.
STANDARD TERMS AND CONDITIONS
4
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AH prices quoted shall include appHcable customs duty, excise tax, freight, insurance, and all other
charges of every kind attributable to the work. Goods and Services Tax and Provincial Sales Tax
shall be extra and not shown, unless otherwise specified herein.
If the Bidder intends to manufacture or fabricate any part of the work outside of Canada, H shall
arrange ns shipping procedures so that ns agent or representative in Canada is the importer of
record tor customs pwposes.
Should any additional tax, duty or any variation in any tax or duty be imposed by the Government of
Canada or the Province of Ontario become direcUy applicable to work specified in this document
subsequent to ns submission by the Bidder and before the delivery of the work covered thereby
pursuant to a purchase order issued by the Municipality appropriate increase or decrease in the
price of work shall be made to compensate for such changes as of the effective date thereof.
8. TERMS OF PAYMENT
Where required by the Construction Uen Act appropriate monies may be held back until 60 days
after the completion of the work.
Payments made hereunder, including final payment shaH not relieve the company from ns
obligations or HabHities under the contract.
Acceptance by the company of the final payment shall conslilule a waiver of claims by the company
against the MunicipalHy, except those previously made in writing in accordance with the contract and
still unsettled.
The MunlcipalHy shall have the right to withhold from any sum otherwise payable to the company
such amount as may be sufficient to remedy any defect or deficiency in the work, pending correction
ofH.
Payment may be made 30 days after delivery pursuant to the Bidder submHting an invoice, contract
requirements being completed and work being deemed satisfactory.
9. PATENTS AND COPYRIGHTS
The company shall, at ns expense, defend all claims, actions or proceedings against the MunicipaHty
based on any allegations that the work or any part of the work constitutes an infringement of any
patent, copyright or other proprietary right, and shall pay to the Municipality all costs, damages,
charges and expenses, including ns lawyers' fees on a solicitor and his own client basis occasioned
to the MunicipaHty by reason thereof.
The company shall pay allroyallies and patent license fees required for the work.
If the work or any part thereof Is In any action or proceeding held to constitute an infringement, the
company shall forthwith either secure for the MuniclpaHty the right to continue using the work or shall
at the company's expense, replace the infringing work with non-infringing work or modify it so that
the work no longer infringes.
10. ALTERNATES
Any opinion with regard to the use of a proposed altemate determined by the MunicipalHy shall be
final. Any bid proposing an allemate will not be considered unless otherwise specified herein.
11. EQUIVALENCY
Any opinion determined by the Municipality with respect to equivalency shall be final.
12. ASSIGNMENT AND SUBCONTRACTING
The company shall not assign or subcontract the contract or any portion thereof without the prior
written consent of the Municipality.
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STANDARD TERMS AND CONDITIONS
5
13. FINANCING INFORMATION REQUIRED OF THE COMPANY
The Municipality is entitled \0 request of the Company \0 fumish rea~ evidenee that financial
arrangements have been made to fulfil the Company's obligations under the Contract.
14. LAWS AND REGULATIONS
The company shall comply with relevant Federal, Provincial and Municipal statutes, regulations and
by-laws pertaining to the wor1< and its pelformance. The company shall be responsible for ensuring
similar compHanee by suppliers and subcontractors.
The contract shall be governed by and interpreted in accordance with the laws of the Province of
Ontario.
15. CORRECTION OF DEFECTS
If at any time prior to one year after the actual delivery date or completion of the wor1< (or specified
warranty/guarantee period II longer than one year) any part of the wor1< becomes defective or is
deficient or fails due \0 defect in design, material or wor1<manship, or otherwise fails to meelthe
requirements of the contract, the company, upon request, shall make good every such defect,
deficiency or failure without cost \0 the Municipality. The company shall pay all transportation costs
for wor1< both ways between the company's factory or repair depot and the point of use.
16. BID ACCEPTANCE
The Municipality reserves the right to award by item, or part thereof, groups of items, or parts
thereof, or all ttems of the bids and to award contracts to one or more bidders submitting identical
bids as to price; to accept or reject any bids in whole or in part; \0 waive irregularities and omissions,
if in so doing, the best interests of the Municipality will be served. No liability shall accrue to the
Municipality for its decision in this regard.
Bids shall be irrevocable for 90 days after the ofllcial closing time.
The placing in the mail or delivery to the Bidder's shown address given In the bid of a notice of award
to a bidder by the Municipality shall constitute notice of acceptance of contract by the Municipality to
the extent described in the notice of award.
17. DEFAULT BY COMPANY
a. If the company: commits any act of bankruptcy; or II a receiver is appointed on account of
its insolvency or in respect of any of its property; or II the company makes a general
assignment for the benefit of its credttors; then, in any such case, the Municipality may,
without notice: terminate the contract.
b. If the company: fails to comply with any request, instruction or order of the Municipality; or
fails to pay its accounts; or fails to comply with or persistenUy disregards statutes,
regulations, by-laws or directives of relevant authorities relating to the wor1<; or fails to
prosecute the wor1< with skill and diligence; or assigns or sublets the contract or any portion
thereof without the Municipaltty's prior written consent; or refuses to correct defective wor1<;
or is otherwise in default In carrying out its part of any of the terms, conditions and
obligations of the contract, then, in any such case, the Municipaltty may, upon expiration of
ten days from the date of written notice to the company, !erminate the contract.
c. Any termination of the contract by the Municipality, as aforesaid, shall be without prejudice
to any other rights or remedies the Municipality may have and without incurring any liability
whatsoever in respect thereto.
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STANDARD TERMS AND CONDITIONS
6
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d. If the Municipality terminates the contract, it is enliUed 10:
i) take possession of all work in progress, materials and construclion equipment
then at the project site (at no additional charge for the retention or use of the
construction equipment), and finish the work by whatever means the Municipality
may deem appropriate under the circumstances;
ii) withhQld any further payments 10 the company until the completion of the work
and the expiry of all obligations under the Correction of Defects section;
iii) recover from the company loss, damage and expense incurred by the Municipality
by reason of the company's default (which may be deducted from any monies due
or becoming due 10 the company, any balance 10 be paid by the company to the
Municipality).
18. CONTRACT CANCELlATION
The Municipality shall have the right, which may be exercised from time to time, 10 cancel any
uncompleted or unperformed portion of the work or part thereof. In the event of such cancellation,
the Municipality,and the Company may negotiate a seWement. The Municipality shall not be liable to
the Company for loss of anticipated profit on the cancelled portion or portions of the work.
19. QUANTITIES
Unless othelwise specified herein, quantities are ,shown as approximate, are not guaranteed to be
accurate, are furnished without any liability on behall of the Municipality and shall be used as a basis
for comparison only.
Payment will be by the unit complete at the bid price on actual quantities deemed acceptable by the
Municipality.
20. SAMPLES
Upon request, samples must be submitted stricUy in accordance with instructions. If samples are
requested subsequent to opening of bids, they shall be delivered within three (3) working days
following such request, unless additional time is granted. Samples must be submitted free of charge
and will be retumed at the bidde(s expense, upon request, provided they have not been destroyed
by tests, or are not required for comparison purposes.
The acceptance of samples by the Municipality shall be at its sole discretion and any such
acceptance shall in no way be construed 10 imply relief of the company from its obligations under the
contract.
Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where
applicable.
21. SURETY
The successful tenderer shall, if the Municipality in its absolute discretion so desires, be required to
satisfy surety requirements by providing a deposit in the form of a certified cheque, bank draft or
money order or other form of surety, in an amount determined by the Municipality. This surety may
be held by the Municipality until 60 days after the day on which all work covered by the contract has
been completed and accepted. The surety may be retumed before the 60 days have elapsed
providing satisfactory evidence is provided that all liabilities incurred by the company in carrying out
the work have expired or have been satisfied and that a Certificate of Clearance from the WSIB -
Workplace Safety Insurance Board has been received.
The company shall, if the Municipality in its absolute discretion so desires, be required to satisfy
fidelity bonding requirements by providing such bonding in an amount and form determined by the
Municipality.
Failure to fumish required surety within two weeks from date of request thereof by the Municipality
shall make the award of the Contract by the Municipality subject 10 withdrawal.
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STANDARD TERMS AND CONDITIONS
7
22. WORKPLACE SAFETY AND INSURANCE BOARD
All of the Contractor's personnel must be covered by the insurance plan under the Workplace Safety
and Insurance Act, 1997, or must provide an identification number from the WSIB verifying their status
as an "Independent Operator". Upon request by the Municipality, an original letter of Good Standing
from the Workplace Safety and Insurance Board shall be provided prior \0 the commencement of
work indicating all payments by the Company \0 the board have been made. Prior \0 final payment, a
Certificate of Clearance must be issued indicating all payments by the Company \0 the Board in
conjunction with the subject Contract have been made and that the Municipality will not be liable to
the Board for future payments in connection with the Company's fulfilment of the contract. Further
Certificates of Clearance or other types of certificates shall be provided upon request.
For Independent contractors I Owners I Operators who do not have WSIB coverage, the following
shall be provided upon request by the CalUng Agency.
Single Independent Contractors I Owners I Operators shall provide a letter from the Workplace
Safety & Insurance Board confirming independent operator status and identification number. To
obtain this, contractors must complete the form "Determining workerllndependent Operator status",
issued by the Workplace Safety & Insurance Board. (For more information, please contact your
local Workplace Safety & Insurance Board Office and refer \0 this clause.)
Single Independent Contractors I Owners I Operators must also provide a certificate from the
Wor1<place Safety & Insurance Board confirming they have purchased the optional WSIB coverage.
The Municipality of Claringlon has the right to reject any bid it deems to provide insufficient coverage.
23. INSURANCE
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The company shall maintain and pay for Comprehensive General Liability insurance including
premises and all operations. This insurance coverage shall be subject \0 limits of not less than
$3,000,000.00 inclusive per occurrence for third party Bodity Injury and Property Damage or such
other coverage or amount as may be requested.
The policy shall include the Municipality as an additional insureds in respect of all operations
performed by or on behalf of the Company. A certified copy of such policy or certificate shall be
provided to the municipality prior to commencement of the work. Further certified copies shall be
provided upon request.
24.
lIABI LlTY
The company agrees to defend, fully indemnify and save harmless the Municipality from all actions,
suits, claims, demands, losses, costs, charges and expenses whatsoever for all damage or injury
including death to any person and all damage to any property which may arise directly or indirectly
by reason of a requirement of the contract. save and except for damage caused by the negligence of
the Municipality or its employees.
The Company agrees to defend, fully indemnify and save harmless the Municipality from any and all
charges, fines, penalties and costs that may be incurred or paid by the Municipality if the Municipality
or any of its employees shall be made a party to any charge under the Occupational Heallh and
Safety Act in relation to any violation of the Act arising out of this contract.
25.
VISITING THE SITE
The Company shall carefully examine the site and existing building and services affecting the proper
execution of the work, and obtain a clear and comprehensive knowledge of the existing conditions.
No claim for extra payment will be allowed for work or difliculties encountered due \0 conditions of
the site which were visible or reasonably inferable, prior to the date of submission of Tenders.
Bidders shall accept sole responsibility for any error or neglect on their part in this respect.
STANDARD TERMS AND CONDITIONS
8
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26. SAFETY
The Company shaH obey all Federal, Provincial and Municipal laws, Act, Ordinances, Regulations,
Orders-in-Council and By-laws, which could in any way pertain to the work ouUined in the Contract
or to the Employees of the Company.
Without fimiting the generality of the foregoing, the Company shall satisfy all statutory requirements
imposed by the Occupational Health and Safety Act and Regulations made thereunder, on a
contractor, a Constructor and/or Employer with respect to or arising out of the performance of the
Company's obligations under this Contract.
The Company shall be aware of and conform to all governing regulations including those eslabished
by the Municipality relating to employee health and safety. The Company shall keep employees and
subcontractors informed of such regulations.
The Company shall provide Material Safety Data Shell!s (MSDS) to the Municipality for any supplied
Hazardous Materials.
27. UNPAlDACCOUNTS
The company shall indemnify the Municipality from all claims arising out of unpaid accounts relating
to the work. The Municipality shall have the right at any time to require satisfactory evidence that the
work in respect of which any payment has been made or is to be made by the Municipality is free
and clear of Dens, attachments, claims, demands, charges or other encumbrances.
28. SUSPENSION OF WORK
The Municipality may, without invalidating the contract, suspend performance by the company from
time to time of any part or all of the work for such reasonable period of time as the Municipality may
determine.
The resumption and completion of work after the suspension shall be governed by the schedule
established by the Municipality.
29. CHANGES IN THE WORK
The Municipality may, without invalidating the contract, direct the Company to make changes to the
work. When a change causes an increase or decrease in the work, the contract price shaH be
increased or decreased by the application of unll prices to the quantum of such increase or
decrease, or in the absence of applicable unll prices, by an amount to be agreed upon between the
Municipality and the Company. All such changes shall be in writing and approved by the
Municipality.
30. CONFLICT OF INTEREST
No employee or member of Council of the Municipality shall sell goods or services to the Municipality
in accordance with the Municipality of Clarington Policy or have a direct or indirect interest in a
Company or own a Company which sells goods or services to the Municipality.
31. MUNICIPAL FREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT (MFIPPAl
All correspondence, documentation, and information provided to staff of the Municipality of Clarington
by every offerer, including the submission of proposals, shall become the properlY of the Municipality,
and as such, is subject to the Municipal Freedom of Information and Protection of Privacy Act, and
may be subject to release pursuant to the Act
Offerers are reminded to identify in their proposal material any specific ScientifIC, technical,
commercial, proprietary, or simnar confidential information, the disclosure of which could cause them
injury. Complete proposals are not to be identified as confidential.
32. CRIMINAL BACKGROUND CHECKS
"The successful service provider covenants and agrees to provide the Municipality of Clarington, or
such other entity as the Municipality may designate, with written consent to perform a criminal
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STANDARD TERMS AND CONDITIONS
9
background check including Criminal Code (Canada) convictions, pardoned sexual offences,
records or convictions under the Controlled Drugs and Substances Act, Narcotics Control Act and
Food and Drugs Act and all outstanding warrants and charges for every individual who may come
into direct contract with youth or who are permilled entrance to private or restricted areas or
residences. This will be done at no cost to the Municipality and any such requested document will
be submitted to the Municipality in its true form in advance of commencement of work.
The Municipal issued identification card must be worn when individuals are at a site where there is
direct contact with youth or where access to any private or restricted area is anticipated. The
Municipal identification card is valid for the term of the contract only or a one year term, whichever
comes first. Under the terms of the contract, the Municipality has the sole and unfettered discretion
to prohibit an individual from coming into direct contact with youth or entering a private or restricted
area on a regular basis and to terminate the contract if the bidder/partner fails to obtain or renew
the Municipal identification cards according to Municipal policy and procedure.
The Municipality of Clarington reserves the right to cancel and/or suspend the contract immediately
and unilaterally and without penalty to the Municipality should the service provider fail to provide
the required documentation or otherwise adhere to this procedure. "The Chief Administrative
Officer has the final say in determining any final action,"
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-21
SCHEDULE 'c'
CONTRACTOR SAFETY POLICY
P,\ 12-29600lSpecs\CL-Schedule (C).doc
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1
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE
POLICY:
Contractors and Sub-contractors are responsible to ensure that their personnel are
updated on all safety concerns of the workplace and are aware of the safety
requirements as required by the Contractor under the Occupational Health and Safety
Act. Safety performance will be a consideration in the awarding of contract. Under the
Occupational Health and Safety Act (Section 23 (1), (2)), it is the constructor's
responsibility to ensure that:
. the measures and procedures prescribed by the Occupational Health and Safety
Act and the Regulations are carried out on the proiect;
. every employer and every worker performing work on the project complies with
the Occupational Health and Safety Act and the Regulations (under the Act); and
the health and safety of workers on the proiect is protected.
. Where so prescribed, a constructor shall, before commencing any work on a
project, give to a Director notice in writing of the project containing such
information as may be prescribed.
DEFINITIONS:
Contractor - any individual or firm engaged by the Municipality to do work on behalf of
the Municipality.
Project - means a construction project, whether public or private, including,
. the construction of a building, bridge, structure, industrial establishment, mining
plant, shaft tunnel, caisson, trench, excavation, highway, railway, street, runway,
parking lot, cofferdam, conduit, sewer, watermain, service connection, telegraph,
telephone or electrical cable, pipe line, duct or well, or any combination thereof,
. the moving of a building or structure, and
. any work or undertaking, or any lands or appurtenances used in connection with
construction.
Construction - includes erection, alteration, repair, dismantling, demolition, structural
maintenance, painting, land clearing, earth moving, grading, excavating, trenching,
digging, boring, drilling, blasting, or concreting, the installation of any machinery or plant,
and any work or undertaking in connection with a project.
SCHEDULE(C
CONTRACTOR SAFETY
POUCY AND PROCEDURE Continued...
Constructor - means a person who undertakes a project for an owner and includes an
owner who undertakes all or part of a project by himself or by more than one employer.
Project Manager - means the municipal management representative who has
responsibility for a contract.
PROCEDURE:
The following items are required before any Contractors are hired by the Municipality.
a) Before beginning a project, the project manager or delegate must determine
whether any designated substances/hazardous materials are (or will be) present
at the site and prepare a list of all these substances.
b) The project manager or delegate must include, as part of the request for
tender/quotations, a copy of the above-mentioned list. The list of designated
substances/hazardous materials must be provided to all prospective constructors
and/or contractors.
c) The request for tender/quotations will require prospective contractors to include a
list of the designated substances/hazardous materials that will be brought onto
the work site and material safety data sheets.
d) Before awarding a contract, contractor(s) will be required to complete and sign
the Health and Safety Practice Form (Schedule "A"). The Purchasing Office will
maintain all contractors safety performance records.
e) As part of the tender/quotation conditions, before award of a contract, the
contractor will be required to provide proof that all workers involved with the
project have the proper WHMIS training, as required by the Occupational Health
and Safety Act.
f) As part of the tender/quotation conditions, before award of a contract, the
contractor must provide details of their Health and Safety program.
g) The project manager or delegate must provide the successful contractor with a
workplace orientation, which will include, but not limited to identifying known
potential hazards, hazardous material inventory and material safety data sheets
for the sites. A workplace orientation/Job Safety Instruction Checklist to be
completed (see Compliance page 9).
h) Before the start of the assignment, the following documentation will be provided
to the successful contractor, by the project manager or delegate.
i) Copies of the Municipal Corporate Health and Safety Program
ii) Departmental health and safety policies
iii) Workplace procedures regarding health and safety practices.
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3
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
i) The contractor has the responsibility to provide any and all prescribed personal
protective equipment for their own workers, to include as a minimum but not
limited to hard hats and safety boots. If a worker(s) fails to comply with any
program, policy, rule or request regarding health and safety, that person(s) is not
allowed on the site until the person(s) complies.
j) The Municipality will retain the right to document contractors for all health and
safety warnings and/or to stop any contractors' work if any of the previously
mentioned items are not in compliance. Similarly, the Municipality will have the
right to issue warnings and/or to stop work if there are any violations by the
contractor of the Occupational Health and Safety Act, Municipal Health and
Safety programs, policies, rules, and/or if the contractor creates.an unacceptable
health and safety hazard. Written warnings and/or stop work orders can be given
to contractors using Contractor Health and Safety Warning/Stop Work Order
Form (Schedule "B").
k) Where applicable, the Municipality will retain the right to allow municipal
employees to refuse to work in accordance with the established policy and the
Occupational Health and Safety Act, in any unsafe conditions.
I) The Purchasing Department will maintain current certificates of clearance until all
monies owing have been paid to the contractor.
m) Responsibility for ensuring contractor compliance to this policy falls upon the
project manager or designate. This will include identification, evaluation and
control practices and procedures for hazards and follow-up and issuing of
Contractor Health and Safety Warning/Stop Work Orders.
4
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
HEALTH AND SAFETY PRACTICE FORM
To Contractor(s):
The Municipality of Clarington is committed to a healthy and safe working environment for all
workers. To ensure the Municipal workplace is a healthy and safe working environment,
contractors, constructors and subcontractors must have knowledge of and operate in
compliance with the Occupational Health and Safety Act and any other legislation pertaining to
employee health and safety.
In order to evaluate your company's health and safety experience, please provide the
accident/incident and/or Workplace Safety and Insurance Board (WSIB) information noted
below, where applicable.
. The New Experimental Experience Rating (NEER)
- The WSIB experience rating system for non-construction rate groups
.............................................................................................
. The Council Amended Draft #7 (CAD-7) Rating
- The WSIB experience rating system for construction rate groups
. Injury frequency performance for the last two years
- This may be available from the contractor's trade association
. Has the contractor received any Ministry of labour warnings or orders in the last two
years? (If the answer is yes, please include the infraction).
. Confirmation of Independent Operator Status
- The WSIB independent operator number assigned:
(Bidders to include the letter confirming this status and number from WSIB with their bid
submission.)
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
6.
CONTRACTOR'S STATEMENT OF RESPONSIBiliTY
As a contractor working for the Municipality of Clarington, I/we will comply with all
procedures and requirements of the Occupational Health and Safety Act, Municipal
safety policies, department and site specific policies and procedures and other
applicable legislation or regulations. IIwe will work safely with skill and care so as to
prevent an accidental injury to ourselves, fellow employees and members of the public.
1. The contractor/successful tenderer certifies that it, its employees, its
subcontractors and their employees,
a) are aware of their respective duties and obligations under the
Occupational Health and Safety Act, as amended from time to time, and
all Regulations thereunder (the "Acf'); and
2.
b) have sufficient knowledge and trainingto perform all matters required
pursuant to this contractltender safely and in compliance ~l!".tl1e Act.
-- "",....
- .... .
In the performance of all matters required pursuant to this cOI~~tEinder;Jhe
contractor/successful tenderer shall, :: .::: . ". :."
~ ~ : ;; :~
a) act safely and comply in all respects to the Act, and ~';':" ~ ~
~IJ '-:;r~.~ . ::
b) ensure that its employees, it subcontractors and their eri1pr~ 'att::.
safely and complying all respects with the Act."....,.,'''~,'>..
The contractor/successful tenderer shall rectify any unsafe act or practice and
any non-compliance with the Act at its expense immediately upon being notified
by any person of the existence of such act, practice or non-compliance.
3.
4.
The contractor/successful tenderer shall permit representatives of the
Municipality and the Health and Safety Committee on site at any time or times for
the purpose of inspection to determine compliance with this contractorltender.
5.
No act or omission by any representative of the Municipality shall be deemed to
be an assumption of any of the duties or obligations of the contractor/successful
tenderer or any of its subcontractors under the Act.
The contractor/successful tenderer shall indemnify and save harmless the
Municipality,
a) from any loss, inconvenience, damage or cost to the Municipality which
may result from the contractor/successful tenderer or any of its
employees, its subcontractors or their employees failing to act safely or to
comply in all respects with the Act in the performance of any matters
required pursuant to this contract/tender;
6
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
b) against any action or claim, and costs related thereto, brought against the
Municipality by any person arising out of any unsafe act or practice or any
non-compliance with the Act by the contractor/successful tenderer or any
of its employees, its subcontractors or their employees in the
performance of any matter required pursuant to this contracVtender; and
c) from any and all charges, fines, penalties, and costs that may be incurred
or paid by the Municipality (or any of its council members or employees)
shall be made a party to any charge under the Act in relation to any
violation of the Act arising out of this contracVtender.
....tW,1;:;>;-.~..~~C.~tl.~...l...~..~....................:~,~..~l~<".I....................
Contractor Name of Person Signing for Contractor
... ...............................................~~u'i:..~..\~.~.............
Date
: . "-
~ p~ 6.~;' ~
- '.. 0- _ .~.." --:;.... .\\
...... . ~.."" ........ "'- \
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER
The purpose of this form is to: (Issuer to check one of the following)
Provide warning to the contractor to immediately discontinue the unsafe work practice
described below
Direct the contractor to immediately cease all work being performed under this contract
due to the unsafe work practice described below.
FAILURE TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A
BREACH OF CONTRACT.
PART "A" - DETAILS OF CONTRACT
.
CONTRACT/P.O. #
DESCRIPTION:
NAME OF FIRM:
PART "B" - DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER)
SCHEDULE (C)
CONTRACTOR SAFETY
8
DATE & TIME OF INFRACTION:
DESCRIPTION OF INFRACTION INCLUDING LOCATION:
ORDER GIVEN BY MUNICIPALITY:
DID THE CONTRACTOR COMPLY WITH THIS ORDER?
DATE & TIME OF COMPLIANCE:
ISSUED TO:
CONTRACTOR'S EMPLOYEE TITLE
ISSUED BY:
MUNICIPAL EMPLOYEE, DEPARTMENT TITLE
PART "C" - ADDITIONAL COMMENTS
THIS SECTION IS TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS
SUBSEQUENT TO ISSUING THE WARNING/STOP WORK ORDER, I.E. DATE AND TIME
WORK RESUMED, FURTHER ACTION TAKEN, ETC.
SlAdmin/Fonns & SpecslClarillgtonlPolicy-MOC
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-21
INSTRUCTIONS TO TENDERERS
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INDEX
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2007-21
CLAUSE
SUBJECT
PAGE
I. GENERAL........................................................................................................................................................... I
2. BLANK FORM OF TENDER ............................................................................................................................ I
3. TENDER DEPOSITS ...... ......... ...... ............ .......... .... ....... .... ................. ........................... .... ........................ ........ I
4. BONDS ......... ...................................... ...... ........ ........... .............. ..... ....... ............ ..... ......................... .................... 2
5. RIGHT TO ACCEPT OR REJECT TENDERS.................................................................................................. 2
6. UNACCEPTABLE TENDERS ........................................................................................................................... 2
7. ABILITY AND EXPERIENCE OF TENDERER............................................................................................... 2
8. PROVINCIAL SALES TAX............................................................................................................................... 2
9. GOODS AND SERVICES TAX (GST)..............................................................................................................3
10. EXECUTE CONTRACT DOCUMENTS........................................................................................................... 3
II. COMMENCEMENT OF WORK........................................................................................................................3
12. LOCA nON ................................. ............. ............................ ..... .......... .............. ......................... ......................... 3
13. SOILS INFORMATION AND CROSS-SECTIONS .......................................................................................... 3
14. TENDERERS TO INVESTIGATE..................................................................................................................... 4
15. INQUIRIES DURING TENDERING ................................................................................................................. 4
16. AWARD OF THE CONTRACT......................................................................................................................... 4
17. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACT ADMINISTRATOR.................. 4
18. ADDENDA..........................................................................................................................................................4
19. UTILITIES...... ... ................................................ ... ....... .............. ................. ....... ...... ............................................ 5
20. TENDER OPENING MEETING ......... .............. ................ ............... ... ........... ....................... ............................. 5
21. PROVISIONAL ITEMS... ........................................ ..... ............ ........... ... ......... ...... ..... .............. ..... ....................... 5
I
INSTRUCTIONS TO TENDERERS
CONTRACT NO, CL2007-21
4,
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14. TENDERERS TO INVESTIGATE
Tenderers must satisry themselves by personal examination of the site and by such other means
as they may prefer as to the actual conditions and requirements of the work.
The Tenderer shall carefully examine all plans and profiles so that the unit prices tendered are
commensurate with the nature of the work.
It shall be the Contractor's responsibility to thoroughly inspect the site of the proposed works,
determine the location of any buried or obstructing services and make satisfactory arrangements
for interference with such service with the proper jurisdictional agency.
15. INQUIRIES DURING TENDERING
The Tenderer is advised that inquiries regarding the interpretation of the plans or specifications
shall be directed to the Contract Administrator, TSH, Telephone: 905-372-2121, attention: Will
McCrae, P. Eng.
16. AWARD OF THE CONTRACT
The award of this Contract is subject to the approval of the Regional Municipality of Durham.
17. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACT
ADMINISTRATOR
Wherever the word "Owner" or "Authority" or "Corporation" appears in this Contract, it shall be
interpreted as meaning the Corporation of the Municipality of Clarington.
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Wherever the word "Ministry", "M.T.C." or "M.T.O" appears it shall be deemed to mean the
"Ministry of Transportation, Ontario" or the "Corporation of the Municipality ofClarington".
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Wherever the word "Contract Administrator" or "Engineer" appears in this Contract it shall be
deemed to mean the Consultants, Totten Sims Hubicki Associates, or such other officers, as may
be authorized by the Authority to act in any particular capacity.
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18. ADDENDA
The Contractor shall ensure that all addenda issued during the tendering period are attached as
part of the submitted bid. Failure to do so will result in disqualification of the bid.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2001-21
5.
19. UTILITIES
Plans illustrating proposals for the relocation of utilities are available for inspection at the office
of the Contract Administrator.
For additional information regarding existing utilities the Contractor may contact the following
personnel:
Ms. Kimberly McLellan
Bell Canada
Tel: 905-433-3061
Mr. Chris Sorichetti
Enbridge Consumers Gas
Tel: 1-416-758-7936
Ms. Cindy Ward
Roger Cable T.V. Ltd.
Tel: 905-436-4138
Mr. Peter Petriw
Veridian Connections
Tel: 1-888-445-2881
Ext. 3252
20. TENDER OPENING MEETING
The tender opening meeting is scheduled to take place at 2:15:00 P.M. after the closing time and
date in Meeting Room No.1, Main Floor, 40 Temperance Street, Bowmanville, Ontario and
interested bidders are invited to attend.
21. PROVISIONAL ITEMS
After the Tender Closing the Items in the Itemized Bid noted as being "Provisional" may have
quantities modified or may be deleted from the contract at the sole discretion of the owner
without negotiating with the bidders regardless of the percentage of the Tender the individual or
combined "Provisional Items" represent. No consideration for loss of overhead costs will be
considered should these Items be deleted from the Contract. (As per Addendum No.3)
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-21
SPECIAL PROVISIONS - GENERAL
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INDEX
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2007-21
CLAUSE
SUBJECT
PAGE
1. PLAN QUANTITY ITEMS.................................................................................................................. I
2. GUARANTEED MAINTENANCE .....................................................................................................1
3. CONTRACT TIME AND LIQUIDATED DAMAGES .......................................................................1
4. CONTRACTOR'S AUTHORIZED REPRESENTATNE ...................................................................2
5. OPS GENERAL CONDITIONS.................:..................................................... ....................................2
6. LAYOUT ..............................................................................................................................................2
7. RESTRICTIONS ON OPEN BURNING .............................................................................................3
8. PAYMENTS .........................................................................................................................................3
9. UTILITIES ............................................................................................................................................3
10. HAUL ROADS .....................................................................................................................................4
11. DUST CONTROL ................................................................................................................................4
12. TRAFFIC CONTROL, FLAGGING ....................................................................................................4
13. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS...............................................................5
14. MAINTENANCE OF TRAFFIC ..........................................................................................................5
15. EMERGENCY AND MAINTENANCE MEASURES........................................................................6
16. ENGINEERING FIELD OFFICE ...................................................................................................... ... 6
17. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL......................................................... 7
18. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES ............ 7
19. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS)........................9
20. SPILLS REPORTING........................................................................................................................... 9
21. PROTECTION OF WATER QUALITY .............................................................................................. 9
22. TRAFFIC AND STREET SIGNS.......................................................................................................10
23. GARBAGE COLLECTION................................................................................................................10
24. ASPHALT MIX DESIGNS ................................................................................................................10
25. AMENDMENT TO OPSS 1820; CONCRETE PIPE......................................................................... I 0
26. DELNERY OF TEST SAMPLES .....................................................................................................11
27. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES 12
28. CONFINED SPACE ENTRY .............................................................................................................12
29. ENTRY ONTO PRN ATE PROPERTY ............................................................................................13
30. STORAGE AREAS .............................................................................................. ..... ......................... 13
31. GENERAL LIABILITY INSURANCE .............................................................................................. 13
32. eONSTRUCTION LIEN ACT ...........................................................................................................13
33. PAYMENT ADmSTMENT FOR CHANGES IN THE MINISTRY OF TRANSPORTATION'S
PERFORMANCE GRADED ASPHALT CEMENT PRICE INDEX................................................ 14
34. V ARlATIONS IN TENDER QUANTITIES ......................................................................................15
35. PROPERTY OWNER'S RELEASE OF PRN ATEL Y OWNED LAND USED BY THE
CONTRACTOR..................................................................................................................................16
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PAGE ONE
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
1. PLAN QUANTITY ITEMS
Measurement for payment of the items designated (P) in the itemized bid is by plan quantity, as
may be revised by adjusted plan quantity.
2. GUARANTEED MAINTENANCE
Section GC7 .15.02 of the General Conditions is revised in that the Contractor shall guarantee and
maintain the entire work called for under this Contract for a period of twenty-four (24) months.
The Contractor shall make good in a permanent manner, satisfactory to the Authority, any and all
defects or deficiencies in the work, both during the construction and during the period of
maintenance as aforesaid. The Contractor shall commence repairs on any work identified as
defective under this clause within 48 hours of receipt of notice from the Authority or the Contract
Administrator.
The decision of the Authority and the Contract Administrator shall be final as to the necessity for
repairs or for any work to be done under this Section.
3. CONTRACT TIME AND LIQUIDATED DAMAGES
(1) Time
Time shall be the essence of this Contract.
For purposes of this Contract, GCl.04 of the General Conditions is revised, in that Contract
Time means the time stipulated herein for Completion of the Work as defined in Clause
GC1.06.
(2) Progress of the Work and Contract Time
The Contractor shall accomplish completion of this Contract as defined in GCl.06 of the
General Conditions on or before November 30, 2007.
If the Contract time 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 insure that the work
will be completed within the Contract time 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.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
(3) Liquidated Damages
It is agreed by the parties to the Contract that in case all the work called for under the Contract
is not completed by the date specified, or as extended in accordance with Section GC3.07 of
the General Conditions, a loss or damage will be sustained by the Authority. Since it is and
will be impracticable and extremely difficult to ascertain and determine the actual loss or
damage which the Authority will suffer in the event of and by reason of such delay, the parties
hereto agree that the Contractor will pay to the Authority the sum of ONE THOUSAND
DOLLARS ($1,000.00) as liquidated damages for each and every calendar day's delay in
achieving completion of the work beyond the date prescribed. It is agreed that this amount is
an estimate of the actual loss or damage to the Authority which will accrue during the period in
excess of the prescribed date for completion.
The Authority may deduct any amount under this paragraph from any moneys 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 Authority.
4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE
Authorized representative as referenced in GC7.01.09 is defined as an employee of the Contractor.
5. OPS GENERAL CONDITIONS
Wherever in this Contract reference is made to the General Conditions, it shall be interpreted as
meaning the OPS General Conditions of Contract, September 1999.
6. LAYOUT
Section GC7.02, Layout, is hereby revised by the deletion of Parts 03), 04), 05), and 06), and by the
addition of the following:
The Contract Administrator shall lay out and establish the primary aligmnent and grade controls
necessary for construction. The Contractor shall provide the Contract Administrator with sufficient
advance notice of his requirements to permit appropriate scheduling of the layout work.
The layout performed by the Contract Administrator shall be sufficient to permit construction ofthe
work by the Contractor in compliance with the Contract Documents, but shall not relieve the
Contractor of his responsibility for the provision of qualified personnel and normal tools of the
trade, as necessary for the transfer or setting of the secondary lines and grades from the primary
controls provided. Tools ofthe trade are interpreted to include but not necessarily be limited to
hand and line levels, boning rods, tape measures, lasers, etc.
2.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-2I
3.
7. RESTRICTIONS ON OPEN BURNING
Open fires will not be permitted within the limits of this Contract. Brush and debris may as an
alternative to burning, be disposed of outside the Contract Limits and in compliance with the
requirements specified elsewhere for Management and Disposal of Excess Material.
8. PAYMENTS
Except as herein provided, payments under this Contract will be made in accordance with Section
GC8.02.03 of the General Conditions.
Notwithstanding the provisions of the General Conditions respecting certification and payment, the
Authority may withhold 2-1/2 percent of the total value of work performed beyond the expiration of
46 days from the date of publication of the Certificate of Substantial Performance, to enable the
Contract Administrator to produce the final detailed statement of the value of all work done and
material furnished under the Contract. As a condition of holdback reduction from 10% to 2-112%,
the Contractor shall supply a Statutory Declaration as defmed in GC8.02.03.07 03)(b) and advertise
the Certificate of Substantial Performance per GC8.02.03.04(03).
The Completion Payment Certificate to include statutory holdback release, will be issued within
120 days after the date for completion as specified under GCI.06. The date for interest due to late
payment shall commence following 180 days after the date of completion of the work.
As a condition of the final holdback payment, the Contractor shall provide the required Property
Owner's Releases as specified elsewhere, as appropriate.
The Contractor shall include in his price for the publication of the Certificate of Substantial
Performance. Publication is mandatory whether Contractor requests Substantial Performance or
not.
The Contractor is advised that the Authority may withhold payment on Interim and Holdback
Release Certificates up to 30 calendar days from the date of receipt of the executed Payment
Certificates.
9. UTILITIES
Sections GC2.01 and GC7.12 02) of the General Conditions are deleted in their entirety and are
replaced by the following:
The Contractor shall be responsible for the protection of all utilities at the job site during the time
of construction.
The Authority will be responsible for the relocation of utilities where required. However, no claims
will be considered which are based on delays or inconvenience resulting from the relocation not
being completed before the start of this Contract.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
4.
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The location and depth of underground utilities shown on the Contract drawings, are based on the
investigations made by the Authority. It is, however, the Contractor's responsibility to contact the
appropriate agencies for further information in regard to the exact location of all utilities, to
exercise the necessary care in construction operations and to take such other precautions as are
necessary to safeguard the utilities from damage.
10. HAUL ROADS
When so required by the Contract Administrator, payment for maintenance and restoration of haul
roads will be made for the materials provided and the work performed as specified, at tender prices,
or at negotiated prices.
11. DUST CONTROL
As a part of the work required under Section GC7.06 of the General Conditions, the Contractor
shall take such steps as may be required to prevent dust nuisance resulting from his operations
either within the right-of-way or elsewhere or by public traffic where it is the Contractor'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 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.
The cost of all such preventative measures shall be borne by the Contractor except however where
water or calcium chloride is used to reduce the dust caused by traffic on a roadway which it is the
Contractor's responsibility to maintain for public traffic, the cost of such quantities of water and
calcium chloride as are authorized by the Contract Administrator to restrict dust to acceptable
levels, shall be paid for by the Authority at the Contract prices for Application of Water or
Application of Calcium Chloride.
12. TRAFFIC CONTROL, FLAGGING
Flagging for traffic control on this Contract shall be in conformance with the procedure outlined in
OTM Book 7 (Ontario Traffic Manual).
Each flagman shall, while coiltrolling traffic, wear the following:
(i) an approved fluorescent blaze orange or fluorescent red safety vest, and
(ii) an approved fluorescent blaze orange or fluorescent red armband on each arm, and
(iii) an approved fluorescent blaze orange or fluorescent red hat.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
5.
13. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS
In accordance with Section GC7.06 of the General Conditions, the Contractor is responsible for the
supply, erection, maintenance and subsequent removal of all temporary traffic controls, including
signs, lights, barricades, delineators, cones, etc., required on the work.
Traffic controls shall be provided in general accordance with the latest edition of the "OTM
Book 7".
Traffic controls shall be operational before work affecting traffic begins.
TC-67 signs to be written with approved text as directed by the Contract Administrator.
14. MAINTENANCE OF TRAFFIC
The following traffic controls shall be in place:
. Elgin Street can be closed to traffic block by block commencing at the south limits of the
project, north to First Street.
. Blocks shall be re-opened to traffic when the roadway is curbed and constructed to Granular
'A' grade. The block from the CP rail tracks to First Street shall be opened to traffic by
August 17,2007.
. Second Street shall be kept open to one lane of traffic for watermain and sanitary sewer
construction.
It is the intention of the Contract that every reasonable effort shall be made to provide vehicular
access to homes and other properties within the limits of each block at the end of each working day.
It is understood that implementation of traffic controls will require ongoing review and adjustment to
suit construction operations.
No deviation from the above procedure will be allowed except with the approval of the Engineer.
Notwithstanding the preceding, the Contractor shall at all times maintain the roadway surface within
the Contract limits in a condition satisfactory to the Engineer and such that any emergency vehicles
may have immediate access to any building located within the limits of this Contract. The Contractor
shall be responsible for all signing at the Contract limits and within the Contract limits. The
Contractor shall ensure the signing is properly maintained while in use. It shall be the Contractor's
responsibility to directly notify Police, Fire, Hospital and Ambulance services of road closures at
least 24 hours in advance of such closures and to notify these same authorities when such closures
are no longer in effect.
It is the Contractor's responsibility to provide draft advertisements for road closures to the
Municipality for review a minimum of three (3) weeks in advance of such closure. The newspaper
advertisement shall indicate the date of closing of the roadway and the length of time for which the
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
6.
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road will be closed. This advertising is in addition to the notification required for Police, Fire,
Hospital and Ambulance as indicated above.
The Contractor shall be responsible for all detour signing outside the Contract limits.
15. EMERGENCY AND MAINTENANCE MEASURES
Whenever the construction site is unattended by the general superintendent, the name, address and
telephone number of a responsible official of the contracting firm, shall be given to the Contract
Administrator. This official shall be available at all times and have the necessary authority to
mobilize workmen and machinery and to take any action as directed by the Contract Administrator
in case emergency or maintenance measures are required regardless whether the emergency or
requirement for maintenance was caused by the Contractor's negligence, act of God, or any cause
whatsoever.
Should the Contractor be unable to carry out immediate remedial measures required, the Authority
will carry out the necessary repairs, the costs for which shall be charged to the Contractor.
16. ENGINEERING FIELD OFFICE
The Contractor, shall, at no additional expense to the Authority, supply an office for the exclusive
use of the Contract Administrator. This office shall be located as directed by the Engineer, but in
no case shall be more than one kilometre from the Contract limit.
The Contract Administrator's office shall have a minimum of 17 m' of floor area, with a clear
ceiling height of not less than 2.3 m, weatherproof, insulated walls and roof and a tight wooden
floor raised at least 0.3 m clear of the ground. The office shall be fitted with a minimum of two
glazed windows, both of which can be opened and are fitted with screens. The door shall have a
reliable lock, all keys for which shall be in the care of the Contract Administrator. The Contractor
shall supply electric light, heat when required, and an air conditioner of 8,000 BTU minimum when
required, to the Contract Administrator's satisfaction and shall furnish the office with a minimum of
one desk with drawers, one drafting table, five chairs, two drafting stools, one filing cabinet, a fax
machine, a waste paper basket and a broom.
Where the Contractor elects to supply a combination office for the use of the Contract
Administrator and his own staff, the minimum requirements for the Contract Administrator's
accommodation as outlined shall be met. In addition, separate outside access for each office shall
be provided and the Contract Administrator's office shall be partitioned off from that of the
Contractor, on the inside. Any inside connecting door between the two offices shall be fitted with a
lock or closer on the Contract Administrator's side.
Where the field office is situated remote from a built-up area and where alternate toilet facilities are
not available, the Contractor shall also supply an acceptable chemical or equivalent dry toilet, in a
location convenient to the Contract Administrator's office.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
7.
The field office and other facilities shall be provided at the site within 14 days of the Date of
Notification to Commence Work or on the date of the Contractor's actual commencement of work,
whichever date occurs first, and shall remain at the site, if the Contract Administrator so requires,
for a period of up to two months after the completed work is accepted by the Authority.
17. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL
The requirements of OPSS 180 shall apply to this Contract, revised as follows:
.1 Section 180.03, Definitions, shall be amended by the addition of the following:
Work area: means the road allowance, right-of-way, and property with a boundary common to
the road allowance or right-of-way within the Contract limits.
.2 Subsection 180.07.02, Conditions on Management by Re-Use, shall be amended by the
addition of the following:
Recycled hot mix asphalt or excess bituminous pavement shall not be used as trench backfill
or bedding.
The Contractor shall be responsible for obtaining a copy of applicable Form Nos. OPSF 180-1,
OPSF 180-2, OPSF 180-3 and OPSF 180-4 and 180-5 for use where appropriate with respect to
disposal of excess material.
18. OCCUPATIONAL HEALTH AND SAFETY ACT 1991-DESIGNATEDSUBSTANCES
In accordance with the requirements of Section 18a(1) of the Occupational Health and Safety Act,
the Authority has determined that the designated substances as listed hereunder are present on the
site and within the limits of this Contract.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
8.
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Designated Identified on this Site Location
Substance
Acrylonitrile No
Arsenic No
Asbestos No
Benzene No
Coke Oven Emissions No
Ethylene Oxide No
Isocynates No
Lead No
Mercury No
Silica No
Vinyl Chloride No
It is the responsibility of the Contractor to ensure that all sub-contractors performing work under
this Contract have received a copy of this specification, where Designated Substances are identified
as being present at the site of the work.
The Contractor shall comply with the governing Ministry of Labour Regulations respecting
protection of workers, removal, handling and disposition of the Designated Substances encountered
on this Contract.
Prior to connnencement of this work, the Contractor shall provide written notification to the
Ministry of the Environment at 7 Overlea Boulevard, Toronto, Ontario M4H lAB, of the
location(s) proposed for disposal of Designated Substances. A copy of the notification shall be
provided to the Contract Administrator a minimum of two weeks in advance of work starting.
In the event that the Ministry of the Environment has concerns with any proposed disposal location,
further notification shall be provided until the Ministry of the Environment's concerns have been
addressed.
All costs associated with the removal and disposition of Designated Substances herein identified,
shall be deemed to be included in the appropriate tender items.
Should a Designated Substance not herein identified be encountered in the work, then management
of such substance shall be treated as Extra Work.
The requirements of Section GC4.03 of the General Conditions of the Contract shall apply.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CLZ007-21
9.
19. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMlS)
Reporting
Section GC4.03.06 is deleted and replaced with the following:
Prior to the commencement of work the Contractor shall provide, to the Contract Administrator, a
list of those products controlled under WHMIS which he expects to use on this Contract. Related
Material Safety Data Sheets shall accompany the submission. All containers used in the application
of products controlled under WHMIS shall be labeled.
The Contractor shall notify the Contract Administrator of changes to the list in writing and provide
the relevant Material Safety Data Sheets.
20. SPILLS REPORTING
Spills or discharges of pollutants or contaminants under the control of the Contractor, and spills or
discharges of pollutants or contaminants that are a result of the Contractor's operations that cause or
are likely to cause adverse effects shall forthwith be reported to the Contract Administrator. Such
spills or discharges and their adverse effects shall be as defined in the Envirorunental Protection
Act R.S.O. 1980.
All spills or discharges ofliquid, other than accumulated rain water, from luminaires, internally
illuminated signs, lamps, and liquid type transformers under the control of the Contractor, and all
spills or discharges from this equipment that are a result of the Contractor's operations shall, unless
otherwise indicated in the Contract, be assumed to contain PCB's and shall forthwith be reported to
the Contract Administrator.
This reporting will not relieve the Contractor of his legislated responsibilities regarding such spills
or discharges.
21. PROTECTION OF WATER QUALITY
At all times, the Contractor shall maintain existing stream flows and shall control all construction
work so as not to allow sediment or other deleterious materials to enter streams.
No waste or surplus organic material including topsoil is to be stored or disposed of within
30 metres of any watercourses. Run-off from excavation piles will not be permitted to drain
directly into watercourses but shall be diffused onto vegetative areas a minimum of 30 metres from
the watercourse. Where this measure is not sufficient or feasible to control sediment entering the
watercourses, sedimentation traps or geotextile coverage will be required.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
10.
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If dewatering is required, the water shall be pumped into a sedimentation pond or diffused onto
vegetated areas a minimum 000 metres from the watercourses and not pumped directly into the
watercourses.
No machinery shall enter the creek bed of any watercourse. Movement of construction equipment
in the vicinity of any creeks shall be limited to the minimum required for construction.
The Contractor shall not carry out equipment maintenance or refueling or store fuel containers
within 100 metres of any watercourse. The Contractor shall not stockpile construction debris or
empty fuel/pesticide containers within the Contract limits.
22. TRAFFIC AND STREET SIGNS
The Contractor will be responsible for the removal and salvage of existing traffic and street signs,
and their delivery to the Authority's Works Department Yard, for re-erection by the Authority
following completion of the work.
Scheduling for sign removal shall be as approved in advance by the Contract Administrator.
Regulatory signs such as "Stop" and "Yield" must be maintained throughout.
23. GARBAGE COLLECTION
The Contractor will be responsible for ensuring that garbage collection, including recyclables, is
maintained and when necessary, the Contractor shall make arrangements directly with the
collecting agency, to permit and coordinate pick-up.
24. ASPHALT MIX DESIGNS
The Contractor shall be responsible for the provision of current mix designs for all hot mix asphalt
required for the work, or for having the necessary mix designs prepared by a certified laboratory.
The mix designs proposed for use by the Contractor shall be submitted in writing to the Contract
Administrator for his approval and no work shall commence until the design mixes are approved.
All costs associated with the provision of approved mix designs shall be borne by the Contractor.
Steel slag and blast furnace slag coarse and fine aggregates shall not be used in any hot mix
required by this Contract.
25. AMENDMENT TO OPSS 1820; CONCRETE PIPE
Section 1820.02, References, ofOPSS 1820 is deleted and replaced by the following:
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CU007-21
11.
1820.02
References
This specification refers to the following standards, specifications, or publications:
Ontario Provincial Standards Specifications (Material)
CSA Standard
A257-MI982 - Standards for Concrete Pipe
Section 1820.07, Production, ofOPSS 1820 is deleted and replaced by the following:
1820.07
Production
1820.07.01
General
Production methods shall conform to the requirements of CSA A257.1 and CSA A257 .2.
Pipe for use in sewers up to and including 900 mm designated internal diameter shall be pipe of the
size and class required, and shall conform to the MaE Pre-<iualification Requirements for Concrete
Sewer Pipe Plants.
The plant shall have a valid Pre-<iualification Certificate at the time of production and delivery of
the pipe.
1820.07.02
Marking
Marking shall conform to the requirements ofCSA Standard A257.1M or A257.2M.
Pipe conforming to the MaE Pre-qualification Requirements for Concrete Sewer Pipe Plants shall
bear the letters "MaE".
Jacking Pipe shall be marked with the words "Jacking Quality".
26. DELIVERY OF TEST SAMPLES
The Contractor shall include in his tender prices for the cost of delivery of concrete test cylinders
and asphalt samples to a designated testing laboratory.
For this Contract the designated testing laboratory is Soil Eng., Bowmanville.
The Contractor will be responsible for providing three (3) samples for Quality Assurance (QA) at
random locations throughout the site. At each location the Contractor shall take:
1. A sample for QA.
2. A referee sample to be kept and stored by the Contract Administrator.
3. A QC sample to be retained and tested by the Contractor.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
OPS 310 is amended in that compaction testing for this project will be undertaken with a nuclear
testing device. Core sampling will only be undertaken if there is a need to confirm nuclear testing
results outside of specifications.
A pre-pave site meeting will be conducted to review testing procedures with the Contractor, the
paving Sub-Contractor, the Contract Administrator and the Geotechnical Sub-Consultant for the
proj ect.
27. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED
SPACES
Clause GC7.0 1.06 ofthe OPS General Conditions of Contract is amended by the addition of the
following:
Detailed written procedures addressing the confined space requirements of the Occupational Health
and Safety Act and Ontario Regulations for Construction Projects, Ontario Regulation 213/91, shall
be clearly posted at the project site and available to all personnel, including the Contractor's
workers, Authority staff, Contract Administrator, and Ministry of Labour inspectors.
The procedures must include the rescue procedures to be followed during a rescue or evacuation of
all personnel from an unsafe condition or in the event of personal injury.
The Contractor shall have personnel trained in rescue procedures readily available on site.
28. CONFINED SPACE ENTRY
Without relieving the Contractor of his responsibilities under the Occupational Health and Safety
Act the Contractor shall be responsible for the supply of personal protective equipment for the use
of the Contract Administrator, in connection with confined space entry while the Contractor is
operating on site.
The following equipment shall be made available on request:
. Mechanical Ventilation Equipment
. Gloves
. Gas Detector (C95-80)
. Full body harness securely attached to a rope
. Rope
. Gas mask or dust, mist or fume respirator (optional)
. 30 minute self-contained breathing apparatus (need not be worn but, if required, be readily
available to supply air for instant egress)
. 7 minute Escape Pack
. Explosion-proof temporary lighting
. Adequate clothing to ensure protection against abrasions and contamination.
12.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
13.
In addition the Contractor shall provide a competent person who shall inspect all safety equipment
prior to use to ensure that it is in good working order and appropriate for the task at hand.
29. ENTRY ONTO PRIVATE PROPERTY
The Contractor shall not enter private property or property which is to be acquired to construct the
works without the prior consent of the Contract Administrator. This requirement will be strictly
enforced.
30. STORAGE AREAS
Clause GC3.06.01 of the General Conditions of Contract is amended by the addition ofthe
following:
The use of the road right-of-way as a long term storage area is not allowed under this Contract. The
storage of materials and movement of equipment will only be allowed for normally accepted
construction practices.
31. GENERAL LIABILITY INSURANCE
The Regional Municipality of Durham shall also be named as an additional insured.
32. CONSTRUCTION LIEN ACT
The Contractor shall give the Authority notice in writing, immediately, of all lien claims or
potential lien claims coming to the knowledge of the Contractor or his agents.
When a claim for lien is filed by a Subcontractor, labour or material supplier or equipment renter
acting under the Contractor, and proceedings are commenced by the Authority to vacate the lien,
the Contractor agrees and shall forthwith pay to the Authority, in addition to their reasonable legal
fees therefore, all interest costs and expenses incurred by the Authority and an additional sum equal
to ten percent (10%) of the sum found to be owing as liquidated damages, and such remedy shall be
in addition to any other remedy available to the Authority under the Contract Documents.
Where any lien claimant asks from the Authority the production for inspection of the Contract
Documents or the state of the accounts between the Authority and the Contractor, the Contractor
shall be liable for an administration fee of Two Hundred Dollars ($200.00) for each request made
as compensation for the preparation of such accounting or for the preparation of the Contract, or
both, as the case may be, and the Contractor acknowledges that such administrative fee shall be
properly deductible, if the Authority should so choose, from monies otherwise payable to the
Contractor under the terms of the Contract Documents.
Where an application is brought to a judge of a competent jurisdiction to compel production of any
particular document to a lien claimant, the Contractor further agrees to indemnify the Authority
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
14.
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from reasonable legal fees incurred in appearing on such an application and in addition agrees to
pay to the Authority its reasonable costs incurred in producing such documents to the extent that
the same is made necessary under the disposition of the matter by such judge, and the Contractor
further agrees that such reasonable costs and fees incurred by the Authority as stated herein may be
properly deductible from monies otherwise payable to the Contractor under the terms of the
Contract Documents.
33. PAYMENT ADJUSTMENT FOR CHANGES IN THE MINISTRY OF
TRANSPORTATION'S PERFORMANCE GRADED ASPHALT CEMENT PRICE INDEX
The Municipality of Clarington will adjust the payment to the Contractor based on changes to the
Ministry of Transportation's (MTO) performance graded asphalt cement price index unless the
Contractor opts out by notifYing the Municipality in writing within 5 business days of receiving
permission to start work. Once the Contractor has opted out of payment adjustments based on the
index, the Contractor will not be permitted to opt back in. The price index will be published
monthly by the MTO. The MTO price index will be used to calculate the amount of the payment
adjustment per tonne of new 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.
A payment adjustment per tonne of new asphalt cement will be established for each month in
which paving occurs when the price index for the month differs by more than 10% from the price
index for the month in which tenders were opened for the Contract. When the price index
differential is less than 10%, there will be no payment adjustment established for that month.
Payment adjustments due to changes in the price index are independent of any other payment
adjustments made to the hot mix tender items.
The payment adjustment per tonne will apply to the quantity of new asphalt cement in the hot mix
accepted into the Work during the month for which it is established. However, a payment
adjustment will not apply to paving work done after the approved time for completion of the
Contract has expired, including the expiration of any extensions of time that have been granted.
The payment adjustment for the month will be calculated from the following formulae:
1. When Ip is greater than 1.10 ITa, the payment adjustment per tonne ofasphalt cement is (Ip-
1.10 ITa) and the Contractor receives additional compensation of:
P A = (Ip - 1.10 ITa) x quantity of new asphalt cement in tonnes
2. When Ip is less than 0.90 ITa, the payment adjustment per tonne of asphalt cement is (0.90
ITa - Ip) and the Owner receives a rebate of:
PA = (0.90 ITO-Ip) x quantity of new asphalt cement in tonnes
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
15.
Where:
P A = payment adjustment for new asphalt cement, in dollars
ITO = performance graded asphalt cement price index for the month in which tenders were
opened for the Contract
Ip = performance graded asphalt cement price index for the month in which paving occurs
The quantity of new asphalt cement includes all grades 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 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 except for
mixes which contain reclaimed asphalt pavement.
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.
For mix containing a liquid anti-stripping additive, the quantity of anti-stripping additive will be
deducted from the quantity of new asphalt cement. No other deductions will be made for any other
additives.
For progress payment purposes, payment adjustments will be made on the monthly progress
payment certificates for the months in which hot mix paving occurs.
34. VARIATIONS IN TENDER QUANTITIES
Clause GC.8.0 1.02 (b) of the General Conditions of Contract is amended as follows:
The last sentence beginning "Alternatively" and ending "paid" is deleted and replaced by "The
Municipality shall not be liable to the Company for loss of anticipated profit".
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-21
16.
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35. PROPERTY OWNER'S RELEASE OF PRIV ATEL Y OWNED LAND USED BY THE
CONTRACTOR
Upon completion of the Contract, the Contractor shall provide the Authority with two (2) copies of
a form of release signed by each property owner, upon whose land he has entered for purposes
associated with the Contractor's operations but not for the purpose of undertaking works stipulated
in the Contract:
Date .......................
To: Mr. A.S. Cannella, C.E.T., Director of Engineering Services
Corporation of the Municipality of Clarington
Municipal Administration Centre, 40 Temperance Street
BOWMANVILLE, Ontario LlC 3A6
Re: Contract No. CL2007-21
Dear Sir:
I hereby certify that
(Name of Contractor)
have fulfilled the terms of our agreement and have left my property in a satisfactory condition.
I have accepted their final payment and release
(Name of Contractor)
and the Municipality of Clarington from further obligations.
Yours very truly,
Signature
Property Owner's Name............................Lot......Concession..........
Municipality of ........................................
(Please complete above in printing)
Final payment will not be released to the Contractor until all the applicable forms of release have
been signed by the property owners and received by the Authority.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-21
SPECIAL PROVISIONS - TENDER ITEMS
P:\12-296OO\SpecsI22167-SP.T1.doe
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PAGE ONE,
SPECIAL PROVISIONS - TENDER ITEMS
. CONTRACf NO. CL2007-21
ORDER OF PRECEDENCE
Where a Specification or Standard exists in the Municipality of Clarington "Design Guidelines and
Standard Drawings" for any element of the works, the Municipality of Clarington Specification or
Standard shall take precedent over the contract "Special Provisions - Tender Iterns" or the "Ontario
Provincial Standards".
PART 'A'
ROAD WORKS AND STORM SEWERS
SITE PREPARATION - ITEM NO.1
Under this Item and for the lump sum bid, the Contractor shall undertake the following;
o Remove and salvage board fence at railway property.
o Remove and dispose ofwire fence at railway property.
o Remove and salvage board fence.
o Remove and dispose of guiderail at Odell Street intersection.
o Remove and salvage pergola at House No. 73.
o Remove and salvage precast curb at House No. 110.
o Remove wood curbs and dispose of at Houses No. 114 and No. 120.
o Remove and salvage wood curb at House No. 128.
o Remove and salvage wood and concrete curb at House No. 135.
CLEARING AND GRUBBING - ITEM NO.2
Under this Item, the Contractor shall clear and grub all trees, hedges, brush, etc. where indicated on the
drawings. Adjacent home owners shall have the first right to wood from tree removal, otherwise it shall
be disposed of off the site at a location arranged for by the Contractor.
EARTH EXCAVATION (GRADING) - ITEM NO.3
Payment under this Item shall include:
o Removal and disposal of asphalt from Elgin Street and side streets within the limits of full road
reconstruction.
o ReIII6\'al and disposal of asphalt from entrances.
o Removal and disposal of stripped material to be disposed of off site.
o Excavation in private entrances and boulevards.
o Proofrolling of subgrade.
The estimated quantities under this Item are as follows:
SPECIAL PROVISIONS - TENDER ITEM:S
CONTRACT NO. CL2007-il
2.
Earth cut (excluding stripping)
Stripping
Fill required road works
4,315 m3
939m3
373 m3
Should asphalt be removed by milling, Larry Postill of the C1arington Operations Department should be
contacted at 905-263-2291 regarding possible reuse by the Municipality.
HOT MIX H.L.-3 (Entrances), H.L.-3 and H.L.-3- ITEMS NO.4, S AND 6
The Contractor shall supply all materials required for the proper execution of paving in accordance with
OPS 310. Asphalt shall be PGAC 58-28.
The Marshall Stability for H.L.-3 surface course shall be a minimum of 8900 and 8000 for H.L.-8.
Payment shall be made under these Items for the following work:
Forming asphalt curb at catchbasin and catchbasinlmaintenance hole locations in accordance with
Standard C-305.
Construction of step joints at limits of full street reconstruction on Elgin Street and side streets.
Paving of asphalt boulevard including hand work as required.
. Forming temporary ramps at limits of construction.
Paving of asphalt sidewalk including hand work, as required.
Paving of entrances including hand work, as required.
The following depths of asphalt shall apply:
Elgin Street, 50 mm ofH.L.-8
Side streets within limits of full road reconstruction, 40 mm ofH.L.-3 and 50 mm ofH.L.-8 to end of
radii
Side streets, beyond limits of full road reconstruction, as restoration to installation of sanitary sewers
and watermain, 40 mm ofH.L.-3 and 50 mm ofH.L.-8
Paved boulevard, 50 mm ofH.L.-3
. Private entrances, 50 mm ofH.L.-3
. Asphalt sidewalk, 40 mm ofH.L.-3
Where sanitary sewer and waterrnain and sanitary and water service trenching operations extend beyond
the limits of road reconstruction, payment for restoration of disturbed asphalt surfaces will be measured
and paid for under these Items.
Hot Mix H.L.-3 surface shall be placed on all streets intersecting with Elgin Street where asphalt gutter is
proposed. Surface asphalt shall be placed to end of radius or to the south edge of pavement in the case of
Fourth Street.
ASPHALT GUTTER - ITEM NO.7
Under this Item, the Contractor shall be paid for all labour and equipment necessary to place asphalt
gutter. The cost of asphalt material for the gutter will be paid for under the item for Hot Mix H.L.-3.
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. SPECIAL PROVISIONS ~ TENDER ITEMS'
CONTRACT NO. CL20l17-21
3.
The Contractor shall note that Hot Mix H.L.-3 surface asphalt will be placed'on side streets adjacent to
areas of gutter. .
GRANULAR 'A' AND GRANULAR 'B', TYPE I-ITEMS NO.8 AND 9
Payment shall be made under these Items for supply, placing and compacting Granular 'A' and Granular
'B', Type I to the following depths.
Elgin Street and full reconstruction on side streets, 150 nun of Granular 'A' and 300 nun of Granular
'B', Type 1.
. Paved boulevard, 150 nun of Granular 'A' and 300 nun of Granular 'B', Type 1.
Asphalt sidewalk, 150 nun of Granular' A'.
Private entrances, 150 nun of Granular' A' .
Roadway restoration beyond limits of full road reconstruction, 150 nun Granular' A' and 300 nun
Granular 'B', Type I in trenches. Granular 'A' as required to shape roadway for repaving.
CONCRETE IN SIDEWALK - ITEM NO. 10
Where new sidewalk abuts existing sidewalk an expansion joint shall be constructed at these locations.
Every joint shall be a contraction joint except where expansion joints are indicated. The unit price bid
shall include for all minor excavation required where existing sidewalk or private walkways is being
replaced. All sidewalk shall be constructed in accordance with Standard Drawing C-307.
Payment shall also be made under this Item for construction of areas of private walkway.
The face, In', of concrete steps placed at House No. 72 will be measured and paid under this Item.
INTERLOCKING BRICK PAVERS - ITEM NO. 11
Payment shall be made under this Item for the following work:
a) Supply and placing of grey brick pavers in running bond pattern in sidewalk adjacent to trees or at
other locations as directed by the Contract Administrator. A single soldier course shall be laid on
each side. The unit price bid shall include for the supply and placing of bedding sand. Granular' A'
base shall be paid for under the Granular' A' Item. Base depth may be reduced if there is conflict
with tree roots.
b) Relay bricks salvaged under "Sidewalk Removal" Item, including supply and placing of bedding
sand. Granular' A' base shall be supplied under the Granular' A' Item.
Where bricks are broken or otherwise damaged during removal, these shall be supplied in matching
colour and cut to match existing, at the Contractor's expense.
The unit prices bid for parts ( a) and (b) shall include for cutting pavers as required.
.SPECIAL PROVISIONS - TENDER ITEMS
. CONTRACT NO. CUOO7c.21
4. .
CONCRETE CURB AND GUTTER (ALL TYPES) - ITEM NO. 12
A 1.2 metre length of curb and gutter shan be omitted at each catchbasinlmaintenance hole where curb is
to be constructed. Where sidewalk abuts curb, a 50 nun key shan be constructed at the back of the curb in
accordance with the standard. The unit price bid shall include for sawcutting existing curb at point of
. connection to new curb. Subsection 353.07.06 ofOPSS 353 is amended in that transverse jointing of
curb and gutter shall be at a maximum spacing of 3.0 m. Curb shall be constructed in accordance with
Municipal Standard C-302.
Payment shall be made under this Item for the reconstruction of concrete retaining wall (approximately
300 mm high) at House No. 108.
100 mm DIAMETER PlPE SUBDRAINS _ ITEM NO. 13
The Contractor shall supply and place perforated corrugated polyethylene pipe complete with geotextile
sock. Backfill to subdrains shall be Granular 'A' in accordance with Standard C-301 and Clarington
Standards Section 900, supplied and placed under the Granular' A' Item.
STORM SEWERS AND STORM LATERALS - ITEMS NO. 14 TO 23
Under these Items and for the unit price bid, the Contractor shall supply all materials including pipe of the
required type, size and class, including supplying bedding, cover materials and compaction.
Concrete pipe bedding shan be crusher run limestone, cover shall be sand and backfill shall be approved
native material, as per C-I 08.
For PYC pipe catchbasin leads and latera\s, bedding and cover shall be in accordance with C-I09 and C-
110 and backfill shall be approved native material.
Should wet trench conditions be encountered then HL-8 blend of crushed stone with geotextile wrap shall
be used for bedding of rigid pipe or placed below embedment for flexible pipe in accordance with the
standards and as directed by the Engineer. Crushed stone sha1l be paid for under Item No. 45.
Concrete pipe shall be used for trunk sewers and PYC pipe for catchbasin leads and storm laterals.
Connection of catchbasin leads and storm laterals to the new trunk sewer shall be by manufactured tees or
an approved coring method (C-III).
The unit price bid under these Items shall include for removal and disposal of watermain pipe located
within the limits of trenching and for connecting new storm sewer to existing Storm Maintenance Hole
No.1.
The unit price shall include the cost of a closed circuit television inspection of the completed trunk sewer,
catchbasin leads and any service connections found to be leaking, all in accordance with OPSS 409.
Measurement for riser connections of catchbasins to trunk sewers shall be made along the centre line of
the riser pipe from the connection at the main sewer to a point where the connection can be measured
horizontally.
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SPECIAL PROVISIONS- TENDER ITEMS
CONTRACT NO. CL2007-21
5.'
CATCHBASINS, MAINTENANCE HOLES AND LAWN DRAINS - ITEMS NO. 25 TO 30
Structures shall be installed in accordance with Municipal Standards C-lOl, C-104, C-l05, C-l13, C-114
and OPSD 400.010. Compacted sand backfill shall be placed around the structures to the dimensions
indicated.
The unit price bid under these Items shall include for the following:
. Placing a minimum of one adjustment unit and a maximum of 300 mm of adjustment on each
maintenance hole or maintenance hole/catchbasin.
All catchbasins shall be fitted with sumps. Maintenance holes shall be benched. Maintenance holes and
catchbasins shall be fitted with frames, covers and grates in accordance with OPSD 400.010 and
Municipality ofClarington Standards C-l13.
All structures within roadway shall be constructed to the level of base course asphalt except where
structures are located with side streets which are to be paved.
Lawn drains consist of inline PVC pipe 200 mm dia. with locking ductile iron grates to fit. Inline drains
shall be attached to the storm connection with a 90 degree bend. Inline drains are supplied by Armtec,
437 Parkhill Road East, Peterborough, Ontario, Telephone No. 1-800-363-5047. An approved equivalent
is acceptable.
The unit prices bid under these Items shall include for connecting existing sewers to new Catchbasins No.
106, 107, 110 and 122.
ADJUSTING MAINTENANCE HOLE - ITEM NO. 31
Precast concrete units shall be used for structure adjustment. Only those structures indicated on the
drawings or as directed by the Contract Administrator shall be paid for under this Item. Adjustment of
new structures shall be included in the price of the structure.
SA WCUTTING ASPHALT - ITEM NO. 34
Payment shall be made under this Item for the sawcutting of all asphalt at the lintits of road construction.
The unit price shall cover sawcutting of asphalt at whatever depth of asphalt is encountered.
The Contractor will be responsible for protecting the sawcut edge from damage until paving. Should the
sawcut edge be damaged, the Contract Administrator can request that the asphalt be re-<:ut prior to paving
at no additional cost.
REMOVAL OF ASPHALT - FULL DEPTH - ITEM NO. 35
Payment shall be made under this Item for the full depth removal and disposal of asphalt on side streets
beyond the limit of full road excavation. Should asphalt be removed by milling..Larry Postill of the
Clarington Operations Department should be contacted at 905-26J~2291, regarding possible reuse by the
Municipality.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-21
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REMOVAL OF SIDEWALK - ITEM NO. 36
Concrete rubble resulting from sidewalk removal shall be disposed of off the site at a location arranged
for by the Contractor. The unit price bid shall include for sawcutting at limits of removal as required.
Payment shall also be made under this Item for the removal of patio stones, private concrete walkway and
interlocking brick pavers. Where indicated on the drawings, bricks shall be salvaged for reuse. .
The Contractor shall note the laying pattern of brick walkways for reinstatement.
REMOVAL OF CURB AND GUTTER - ITEM NO. 37
Payment under this Item shall include for sawcutting of concrete curb and gutter at limits of removal on
all streets. Concrete rubble resulting from curb and gutter removal shall be disposed of off the site at a
location arranged for by the Contractor.
Payment under this Item shall also include for removal and disposal of concrete retaining wall at House
No. 108.
Concrete rubble resulting from curb and gutter removal shall be disposed of off the site at a location
arranged for by the Contractor.
REMOVAL OF CULVERTS AND SEWERS - ITEM NO. 38
Backfill to excavations resulting from storm sewer removal which is below subgrade level shall be with
approved native material. Pipe shall be removed from site and disposed of at a location arranged for by
the Contractor. The unit price bid shall include for plugging the ends of sewers which are to remain with
20 MPa concrete.
REMOVAL OF CATCHBASINS AND MAINTENANCE HOLES - ITEM NO. 39
All frames, grates, covers and concrete rubble resulting from structure removal shall be disposed of off
the site at a location arranged for by the Contractor. Void left by structore removal shall be backfilled
with approved native material.
TOPSOIL (IMPORTED) - ITEM NO. 40
Screened topsoil shall be placed to a minimum depth of 100 mm in disturbed grass areas. The Contactor
has the option of pr~viding screened topsoil from the stripping stock pile in lieu of imported.
Subsection 570.05.01 of OPSS 570, August 1990 is amended by the addition of the following:
The topsoil shall be tested to ensure there are no deficiencies with respect to fertility levels. The soil shall
consist of a minimum 4% organic matter. The phosphorous level shall be 30 ppm +/- 2 ppm. The
potassium level shall be 235 ppm +/- 30 ppm. The soil shall have a base saturation of calcium of75%,
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SPECIAL PROVISIONS ~ TENDEk ITEMS
. CONTRACf NO. CL2007-21 .
7.
+/-10%. The base saturation of sodium shall be a maximum of 0.5%. The pH level shall be between 6.0
and 7.0. A copy of the topsoil testing report shall be provided to the Contract Administrator. Payment
for this testing shall be included in payment under the respective topsoil items.
If the topsoil does not meet all of the fertility elements the soils shall be treated with the required
amendments as recommended by the topsoil analysis report.
SOD (NURSERY, UNSTAKED) - ITEM NO. 41
Subsections 571.07.05, 571.08.01 and 571.08.02 ofOPSS 571, November 2001 is amended by the
following:
Replace "30 consecutive Days" with "126 CODsecutive Davs". Contractor should note that for the
purpose of calculating consecutive Days, the winter dormant period shall be excluded (see Table No. I,
OPSS 571). Clarington is considered to be in the 'Southern Ontario' area and the winter dormant period
is from November I to April 30, inclusive.
Payment shall be made for 50% of the quantity placed once deficiencies have been corrected from initial
inSpection and the remaining 50% shall be paid once all deficiencies have been corrected following final
inspection at the end of the maintenance period.
The Contractor shall be responsible for the full cost of replacing deficient sod as determined by the
Contract Administrator.
Payment under this Item shall also include for staking the sod around the outfall on the slopes at Odell
Street.
RIP RAP ON GEOTEXTILE - ITEM NO. 42
The work shall be performed in general compliance with the plans, OPSS 511, and as directed by the
Contract Administrator, and shall consist of providing a protective covering of approved rock on the
storm outlet and embankment as shown on Contract Drawing No.2.
The Contractor shall supply all materials for this Item. Rock shall be an imported quarry or field stone
material; the quality of the rock shall be reviewed by the Contract Administrator. Rock subject to marked
deterioration by water or weather will not be accepted. Rock shall fulfill the gradation requirements as
follows:
Gradation Limits for Rock Protection
100%
50%
80%
Smaller than
Larger than
Larger than
300 mm
200 mm
100mm
Placing shall be done in such a manner that the surface of the finished rock protection shall have a
uniform appearance and be without segregation. The rock thickness shall be shown on the drawings.
The Contract price for the rock protection shall constitute full compensation for the supply of the rock, the
supply and placing of a geotextile filter filbric, any excavation or trimming required for the bedding of the
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-21
8.
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rock, the hauling and placing of the rock, and all items incidental to the completion of the work as shown
on the Drawings and in accordance with the Specifications. .
The geotextile for the rock protection shall conform to OPSS 1860 and shall be non-woven type with a
fibre opening size (E.O.S) of 50 llIIl and 3 mm thick (Terrafix 270R or equivalent).
The geotextile shall be free of folds and wrinkles. The geotextile shall be joined so that the material laps
a minimum of 500 mm and shall be pinned together or as directed by the manufacturer's instructions.
Alternatively, the geotextile shall be joined to conform to the seam requirements of OPSS 1860.
DEAD END BARRICADE - ITEM NO. 43
Payment shall be made under this Item for the supply of all labour, material and equipment to construct
dead end barricade in accordance with the details shown on Municipal Standard No. C-40 1.
MISCELLANEOUS WORKS - ITEM NO. 44
Payment shall be made under this Item on a time and material basis work, not included elsewhere in the
Contract and where agreed with the Contract Administrator.
The work under this Item shall include, but is not limited to the following:
Supply of materials and erection of temporary fencing adjacent to railway property, as shown on
Drawing No.2.
Reinstatement of salvaged board fence at Odell Street.
. Reinstatement of salvaged pergola at House No. 73.
. Reinstate wood curb at Houses No. 114 and No. 120.
. Reinstate precast curb at Houses No. 110 and No. 128.
Reinstate wood and precast edging at House No. 135.
Supply, as specified by the Owner, and place brick pavers at House No. 64.
Replanting of garden at House No. 64.
Where additional materials are needed such as for wood curb and pergola reinstatement, these shall be
purchased by the Contractor and reimbursement shall be on the basis of invoicing.
No work shall be done under this Item without the authorization of the Contract Administrator.
H.L.-8 BLEND CLEAR STONE BEDDING (provisional) - ITEM NO. 45
Payment shall be made under this Item for the following work in connection with storm sewer
installation:
. Excavation of unsuitable materials below standard bedding depth.
. Disposal of surplus excavated materials off the site of the works.
. Supply and placement of Geotextile T erratrack 24-11 as wrap to clean stone.
. Supply and place H.L.- 8 blend clear stone bedding to depths as directed by the Contract
Administrator.
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CONTRACT NO. CL2007-21
9.
ASPHALT CEMENT. PRICE ADJUSTMENT ALLOWANCE - ITEM NO. 46
Payment shall be made under this Item for payment adjustment for asphalt cement placed in the Contract
in accordance with Clause No. 33 of the Special Provisions - General.
ADDITIONAL DEPTH GRANULAR 'B', TYPE 1 (Provlsiolllll)-ITEM NO. 47
This Item shall be used where native excavated material is deemed to be unsuitable as determined by the
Contract Administrator and the Soils Consultant.
Payment shall be made under this Item for supply, placing and compacting of additional Granular 'B',
Type I to a depth of 300 mm including excavation and disposal of unsuitable material off site at a
location arranged by the Contractor. If additional depth is required, as determined by the Contract
Administrator and the Soils Consultant, the unit price will be pro-rated to reflect the actual depth.
No material shall be imported for use under this Item without the authorization of the Contract
Administrator.
PART'B': SANITARYSEWER
SANITARY SEWER AND APPURTENANCES
Reference:
.1 Construct all sanitary sewers and appurtenances in accordance with Regional
Municipality of Durham Construction Specifications for Regional Services -
Revised May 2005.
.2 Contract Drawings and Standard Details for Contract No. CL2007-21.
SANITARY SEWER PIPE - ITEM NO. 2.01
Reference: Contract Drawings and RMDCS S-40 I
Note: Connections to proposed/existing maintenance holes to be included in the unit price bid
for the appropriate pipe item.
This Item shall not include those concrete pipe plugs requiring separate excavation to
facilitate pipe removal and plug installation.
All notations in the Form of Tender indicating size of pipe and depth of bury are for
information only. Where there is any discrepancy between the Form of Tender and the
Contract Drawings, the Contract Drawings shall be taken as correct. The unit price bid for
all sanitary sewer sections shall be based on the pipe material, size and depth of bury
indicated on the Contract Drawings.
Restoration of all disturbed surfaces beyond the limits of full road reconstruction and
grading will be paid for under-the items appropriate to such work.
SPECIAL PRO,vISIONS - TENDER ITEMS
CONTRACT NO. CL2007-21
10.
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Include:
.1
Backfilling to subgrade level with approved native material.
TRENCH ROCK EXCA V ATlON (GREATER THAN 0.5 M DEPTH AND BOULDERS) - ITEM
NO. 2.02.12
Reference:
Include:
RMDSD Section 02316
.1
Excavation, removal and disposal to a site location off site, of solid rock mass
and/or boulders larger !ban one cubic metre. Cemented fill will not be considered
rock for the pwpose of Ibis Item.
STONE FOR EXTRA DEPm BEDDING (H.L.-8 CRUSHED CLEAR STONE) - ITEM NO.
2.02.13
Reference:
Include:
Note:
RMDCS Section 01210
.1 Extra excavation of unsuitable native materials below standard bedding depth and
disposal of surplus materials.
.2 Supply, placement and compaction of H.L.-8 clear crushed stone. Stone shall
conform to the gradation requirements of 19 mm Clear Stone, Type I as specified in
OPSS 1004 except that the stone shall have 100% crushed materials and shall not
contain any recycled materials.
.1 Measurement for Payment - cubic metres, actual volume placed
SERVICE CONNECTIONS - ITEMS NO. 2.03.01 AND 2.03.03
Reference:
Include:
Note:
Contract Drawings, S-30 I and S-40 I
.1 Connecting to new sewer with wye connection on the final upstream run of each
sewer.
.2 Connecting to new maintenance holes where indicated.
.3 Marking and recording of exact location and elevation of all plugged ends of service
connections.
.4 Dye testing oflaterals.
.5 Backfilling with approved native material.
.1 Measurement for payment shall be in metres in accordance with RMDCS Section
02530, 1.6.
.2 Service connections shall be connected to existing lateral at street line and elevation
shall be confirmed at point of connection by the Contractor.
.3 Basis of payment shall be in accordance with RMDCS Section 02530, 1.7.
.4 Service connection stubs are not to be backfilled until the as-constructed inverts and
tees are surveyed by the Contract Administrator.
.5 The exact locations of new service connections shall be field confirmed by the
Contract Administrator.
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SPECIAL PROVISIONS ~ TENDER ITEMS
CONTRACf NO. CL2007-21
11.
.6. Restoration of disturbed surfaceS beyond the limits of road' grading indicated on the
drawings will be measured and paid for under the Items awropriate to such work.
.7 Region of Durham will camera inspect existing laterals beyond property line to
assess condition. Some lateral excavations shall remain open to allow for relining of
deficient laterals by others.
CLEANOUTS - ITEM NO. 2.03.05
Reference:
Include:
Note:
RMDCS Section 02530 and RMDSD S-303
.1 Supply and installation of all materials necessary to construct cleanout in
accordance with RMDSD S-303.
.2 SuWly and installation of bedding and sand fill cover for exposed pipe in
accordance with RMDCS Section 02315.
.1 Measurement for payment - each.
.2 Basis of Payment - unit price shall include all labour, equipment and materials to
sUWly and install cleanout.
.3 Cost of excavation and backfill shall be deemed to be included in the sanitary
service connection pipe item.
SANITARY SEWER MAINTENANCE HOLE - ITEM NO. 2.04
References: RMDCS Section 02631 and Contract Drawings OPSD No. 701.010
Include:
.1 Reconnection of existing sewers as required.
.2 SuWly, place and compact 300 nun Granular 'B', Type 1 back all around structore
up to subgrade level.
"The price bid for Item 2.04.08G shall also include for removal of existing Maintenance Hole 0172 at the
intersection of Odell Street and Prospect Street at the location shown on Drawing No. W-S-SK1.
Placement of the 1200 mm Maintenance Hole 0172, complete with drop structures, shall also include for
all surface restoration in disturbed areas as follows:
Top Lift Asphalt HL.-3
Binder Coarse Asphalt HL.-8
Granular 'A'
Granular 'R'
40mm
50mm
150 mm
300 mm
Inverts for Maintenance Hole 0172 shall be field confirmed prior to ordering. "
(As per Addendum No. 1)
REMOVE EXISTING MAINTENANCE HOLE - COMPLETELY - ITEM NO. 2.04.01
Reference:
Include:
OPSS 510 and Contract Drawings
.1 Excavation and disposal of surplus materials.
.2 Removal and disposal off site of existing structore.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-21
12.
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.3 Existing fumes and covers removed are to become property of the Contractor and
. disposed'of at his expense.
.4 Backfill with approved native material and compaction.
EXCAVATION FOR UTILITY VERIFICATION - ITEM NO. 2.40.02
Reference: OPSS No. 206 and No. 510
Prior to any construction, test pits shall be dug by the Contractor to determine the exact location and
elevation of utilities. The utility shall be exposed and measurements taken of the location, orientation,
depth and pipe OD, if applicable.
Payment shall include for backfilling and compaction with excavated material.
PART 'C': WATERMAIN
W ATERMAIN AND APPURTENANCES
Reference:
.1 Construct all watermain and appurtenances in accordance with Regional
Municipality of Durham Construction Specifications for Regional Services -
Revised May 2005.
.2 Contract Drawings and Standard Details for Contract No. CL2007-21.
W ATERMAIN PIPE - ITEM NO. 3.01.02
Reference: RMDCS Section 02511 and OPSS 701
Note: All thrust/surge protection on PVC pipe in accordance with RMD Standard Drawings shall
be by mechanical restrainers in combination with granular thrust blocks. Mechanical
restrainers shall be in accordance with Standard Drawings No. S-431 and S-433. Concrete
thrust bmcks are not permitted on PVC watermain pipe.
REMOVE EXISTING VALVE BOX - ITEM NO. 3.02.04
Reference:
OPSS 51!,)
Include:
.1 Excavation to grade and disposal of surplus material.
.2 Removal and disposal off site of existing valve box.
.3 Backfill with approved native material and compaction.
Note: Measurement for payment - each
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-21
13.
CON:CRETE PLUG IN ABANDONED PIPE (INCLUDING SEPARATE EXCAVATION) - ITEM
NO. 3.02.06
Reference:
Include:
Contract Drawings
.1 . Excavation to expose existing watermain.
.2 Sawcutting of existing pipe.
.3 Removal and disposal off site of existing pipe including fittings, valves, etc., as
required.
.4 Supply and placement of 15 MPa concrete plug in the ends ofthe existing
watermain that is to be abandoned in place. The minimum length of concrete plug
shall be 300 mm.
Note: Measurement for payment - each
INSULATE WATERMAIN (Provisional) - ITEM NO. 3.02.10 (As per Addendum No.2)
Reference:
Include:
Note:
RMDSD S-307
.1
Supply and installation of 75 mm closed-cell, extruded polystyrene installation
and sand cover in accordance with RMDSD 8-307, complete in place. The
polystyrene sheets shall have a minimum compressive strength of275 MPa.
.1
.2
Paymentforexcavationshall be made under Item No. 3.01.02.
Measurement for Payment - metre.
TRENCH ROCK EXCAVATION (GREATER THAN 0.5 M DEPTII AND BOUWERS) - ITEM
NO. 3.02.12
Reference:
Include:
RMDCS Section 02316
.1 Excavation, removal and disposal to a site location off site, of solid rock mass
and/or boulders larger than one cubic metre. Cemented till will not be considered
rock for the purpose of this item.
STONE FOR EXTRA DEPm BEDDING (II.L.-8 CRUSHED CLEAR STONE) - ITEM NO.
3.02.14
Reference:
Include:
Note:
RMDCS Section 01210
.1 Extra excavation of unsuitable native materials below standard bedding depth and
disposal of surplus materials.
.2 Supply, placement and compaction ofH.L.-8 clear crushed stone. Stone shall
conform to the gradation requirements of 19 mm Clear Stone, Type 1 as specified in
OPSS 1004 except that the stone shall have 100"10 crushed materials and shall not
contain any recycled materials.
.1 Measurement for Payment - cubic metres, actual volume placed
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-21
14.
GATE VALVE AND VALVE BOX - ITEM NO. 3.03.02
Reference:
Include:
Note:
RMDCS Section 02511 and RMDSD S-408 and S-435
.1 Supply and installation of resilient seat gate valve and valve box in accordance with
RMDSD S-408.
.2 Excavation, blocking, backfilling and compaction.
.3 Tracer wire arrangement in accordance with RMDSD 8-408.
.4 Supply and installation of cathodic protection in accordance with RMDSD S-435.
.5 Adjustment to base course asphalt grade in areas of full road reconstruction.
.\ Measurement for Payment - each
HYDRANT - ITEM NO. 3.04.01
Reference:
Include:
Note:
RMDCS Section 02511 and RMDSD S-409
.\ Excavation to grade and disposal of surplus materials.
.2 Supply and installation of hydrant (with Storz pumper nozzle), anchor tee and
resilient seat gate valve and box.
.3 Supply and installation of hydrant extensions and/or valve box and road extensions as
shown on Contract Drawings.
.4 Supply and installation offiller piece watennain pipe.
.5 Supply and installation of mechanical restrainers.
.6 Cathodic protection in accordance with RMDSD S-435.
.7 Backfill with approved native material and compaction.
.\ Measurement for Payment - each
TEMPORARY FLUSHING HYDRANT - ITEM NO. 3.04.03
Reference:
Include:
Note:
RMDCS Section 02511 and RMDSD S-409
.1 Excavation to grade and disposal of surplus materials.
.2 Supply of temporary hydrant as specified on the Region's Approved Manufacturer's
Products List, except that the Storz pumper nozzle and inner workings of hydrant will
not be required.
.3 Complete installation of hydrant, piping, blocking, restrainers, etc. and remove upon
completion of use.
.4 Supply and installation of all other materials as required.
.5 Backfill with approved native material and compaction.
.\ Measurement of Payment - each
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. SPECIAL PROVISmNS - 'fENDER ITEMS
CONTRACT NO. CL2001-21
IS.
REMOVE EXISTING HYDRANT, COMPLETE - ITEM NO. 3.04.05
Reference:
Include:
Note:
OPSS 510
.1 Excavation.
.2 Removal and separation of valve and piping, cleaning, salvaging and transportation
of existing hydrant and appurtenances complete to the Orono Depot.
.3 Removal and disposal off site of existing secondary valve box.
.4 Supply and placement of IS MPa concrete plug in the ends ofthe existing watennain
that is to be abandoned in place. The minimum length of concrete plug shall be 300
mm.
.5 Backfill with approved native material and compaction.
.1 Measurement for Payment - each
WATER SERVICE CONNECI'lONS - ITEM NO. 3.05
Reference:
RMDCS Section 02511 and RMDSD S-410
General Note: A Water Service may be:
..1 New main stop connected to an existing service pipe.
.2 New main stop and a piece of copper pipe one (I) metre or more in length connected
to existing service pipe or existing curb stop.
.3 New main stop, new copper pipe and a new curb stop with water service box
complete connected to existing service.
MAIN STOP - ITEMS NO. 3.05.01 AND 3.05.02
Include:
Note:
.1 Excavation and compacted backfill with approved native materials where
corresponding service pipe is not to be installed.
.2 Supply and installation complete with saddle, union adapter, connectors, etc.
.3 Connection to new or existing service pipe.
.4 Cathodic protection in accordance with RMDSD S-41 O.
.1 Measurement for Payment - each
CURB STOP AND BOX -ITEMS NO. 3.05.06 AND 3.05.07
Include:
Note:
.1 Excavation and compacted backfill with approved native materials where
corresponding service pipe is not to be installed.
.2 Removal of existing curb stop box and rod.
.3 Supply and installation complete in accordance with RMDSD S-410.
.4 Stainless steel rod with brass pin.
.1 Measurement for Payment - each
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-21
16.
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COPPER SERVICE PIPE - ITEMS NO. 3.05.11 AND 3.05.12
Include:
Note:
.1 Excavation to grade and disposal of surplus materials.
.2 Removal of disposal of existing service pipe as required.
.3 Supply and installation of pipe in specified bedding and cover including connections
to existing service with required unions/adapters.
.4 Supply and installation of cathodic protection.
.5 Backfill with native material and compaction. Note: The exact locations for all new
service connections shall be field confirmed by the Contract Administrator unless
specifically dimensioned on the Contract Drawings.
.1 Measurement for Payment - by the metre
TEST POINT - ITEM NO. 3.06.01
Reference:
Include:
Note:
RMDSD S-429
.1 Supply and installation of all corporation main stops, valves, backflow preventers,
copper tubing, fittings, etc.
.2 Removal of all main stops upon completion of testing and flushing.
.3 Supply and installation of a brass plug in locations where main stops are removed.
.4 Backfill with select native materials and compaction.
.1 Measurement for Payment - each
50 mm BWWOFF - ITEM NO. 3.07.02
Reference:
Include:
Note:
RMDSD S-406
.I Excavation.
.2 Supply and installation in accordance with RMDSD S-406.
.3 Backfill with select native materials and compaction.
.1 Measurement for Payment - a count will be made of the number ofblowoffs
installed.
TEMPORARY WATER SUPPLY - ITEM NO. 3.11.01
Reference:
Include:
RMDCS Section 01510
.1 Supply and installation of temporary by-pass line, service connections and valves and
check valves where required.
.2 Chlorination of temporary by-pass lines and service connections.
.3 Protection of the installation from damage as specified in "Driveway Protection" and
"Burying By-pass" below.
.4 Removal of by-pass line, service connections and plugging of temporary taps.
.5 Temporary shut-off of private services by operation of curb stops or such other
means as required.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACf NO. CL2007-21
17.
.6 Pennaneht surface restoration of the site upon completion of the work.
Note: .1 Measurement of Payment - the number of temporary connections installed.
Temporary by-pass lines shall be supplied by connections at each end of the line where practical. Where
the ends are at different pressure districts, a check valve shall also be installed. Valves shall be installed
in the by-pass in the vicinity of existing main line valves on the line being removed/abandoned and at
such other locations as the Contract Administrator may direct. The existing watermain shall not be
removed from service until the installed by-pass line has been approved by the Contract Administrator in
writing.
The Contractor shall make allshut-offs of property services and shall finnish water for the temporary by-
pass service from a hydrant or other temporary source.
Safety measures shall be taken by the Contractor to the satisfaction of the Contract Administrator but such
provisions shall not relieve the Contractor of full responsibility for the adequacy of protection.
Drivewav Protection
The Contractor shall be required, at his own expense, to mound over the by-pass pipe with asphalt or
other acceptable material, wherever it crosses a driveway or sidewalk in order to prevent injury or damage
to vehicular or pedestrian traffic. Building paper or other such material, as approved by the Inspector,
shall be placed before mounding up the asphalt. Such lights and barricades as may be required shall be
finnished and maintained by the Contractor. In general, the temporary service pipe shall be laid where it
will cause the least obstruction and is least liable to be damaged.
Burving Bv-Pass
at all street crossings, the Contractor shall cut and remove asphalt across streets to pennit burying the by-
pass pipe, without dislw'bing the concrete base, where applicable and shall replace the asphalt in kind
when the pipe is removed.
EXCAVATION FOR UTILITY VERIFICATION -ITEM NO. 3.40.02
Reference:
OPSS No. 206 and No. 510
Prior to any construction, test pits shall be dug by the Contractor to determine the exact location and
elevation of utilities. The utility shall be exposed and measurements taken of the location, orientation,
depth and pipe OD, if applicable.
Payment shall include for backfilling and compaction with excavated material.
PART'D': GENERAL ITEMS
SUPPLY AND MAINTAIN FIELD OFFICE -ITEM NO. 8.01.01
Under this Item the Contractor shall supply and maintain a field office for the sole use of the Contract
Administrator as described in Clause 16 of the Special Provisions - General.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-21
18.
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Payment shall be made at 50% on the first Payment Certificate and the 50% balance will be paid on the
Payment Certificate following issuance of the Certificate of Substantial Perfonnance.
BONDS, INSURANCE AND MAINTENANCE SECURITY - ITEM NO. 8.02.01
Reference: RMDSS, Section 01001
Include: .1 100% Performance and Guaranteed Maintenance Bond for 24 months.
.2 100% Labour and Materials Payment Bond.
.3 Liability Insurance based on the Contract Price.
100% payment of this Item shall be made on the first Payment Certificate.
MOBILIZATION AND DEMOBILIZATION - ITEM NO. 8.03.01
Reference: RMDSS, Section 01001
The contract price stated in the Tender Form for this Item shall be compensation for the following:
.1 Security protection of the Contractor's office, plant and sorted materials during the course of the
Contract.
.2 Moving onto the site and setting up the Contractor's office, storage facilities, pIant, etc.
.3 Providing all necessary access to the project including haul roads as required and the restoration
of the surfaces to their original condition after the haul roads are removed.
.4 Moving off the site and removal of the Contractor's office, storage facilities, plant, etc.
Payment will be made as follows:
50% of the lump sum stated in the Tender Form for this Item will be paid on the first Payment
Certificate; and,
the 50010 balance will be paid on the Payment Certificate following issuance of the Certificate of
Substantial Performance. .
PRE-CONDITION SURVEY - ITEM NO. 8.05.01
Pre-Condition Survey shall be carried out to depict existing interior and exterior conditions of building,
utilities, monuments, bridges, structural improvements, streets, driveways, sidewalks, within the area of
influence of the work site and/or specified distances.
The "area of influence" is that radius of distance adjacent to heavy construction, within which structures
and property are subject to possible damage.
The Pre-Condition Survey shall be completed on all structures, or part thereof, within 30 metres of any
work, at a minimum. Additional-iOl.pections may be required, if deemed necessary by the Vibration &
Noise Consultant commissioned to carry out this work.
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SPECIAL PROVISIONS.:. TENDER ITEMS
CONTRACT NO. CL2007-21
19.
Quality Assurance
A Vibration and Noise Consultant (VNC) with over five (5) years experience in loss control in urban
areas shall be retained by the contractor to complete this work. The person in charge shall be a
Professional Engineer Registered in Ontario. The Company shall carry Professional Errors & Omissions
Insurance in the arnolDlt of$l,ooo,ooo.OO.
Procedure
lmmediately upon notice to proceed, all pertinent available data relevant to those applicable portions of
the work and such other areas as deemed available to be Pre-surveyed is obtained by the VNC.
Introduction & Notification
A Letter of Introduction from the Owner is hand delivered to all properties within the "area of influence".
The letter contains pertinent infonnation regarding the proposed work and advises the identity, telephone
number and name of contact person capable of answering questions or addressing complaints.
This letter serves to acquaint residents with proposed constroction in the area.
Inaccessible Prooerties
Should access to a premises by the Inspector be prohibited for any reason, i.e., absent
owner/lessor/manager; denial of authorization; vacant; safety hazard; in such case, particulars of efforts
made to gain entry are recorded ~ the Pre-condition Survey SUDIDIary Sheet as follows:
. Time and date(s) of contact
. Means of contact (in person or by telephone)
. Authority (owner/lessor/manager)
. Reason( s) for entry refusal or inaccessibility
Photol!r8Dhic Documentation
Photographic equipment and materials used are capable of yielding high quality negatives from which
detailed eulargements may be made.
Payment
100"10 payment of this Item shall be made on the first Payment Certificate on proof that the survey has
been completed.
Pre-Condition Survev Reoort
Documentation of exterior and interior conditions of each property/item surveyed includes, as a
minimum:
. Vintage and type of construction
. Description/depiction/dimension of differential settlements (visible cracks in walls, floors,
ceilings) or any other apparent structural or cosmetic damage or defect
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACI' NO. CL20il7-21
20.
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Copies of futroduction Letters, Notification Letters and Refusal Lett~ are to be included in the report.
Completed Pre-{;ondition Survey data is tQ be assembled in a fonnal comprehensive report, including
Summary Sheet.. .
The application of a "Pre-Condition Survey" is optional and should be reviewed for each project with the
Owner.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-21
DESIGN GUIDELINES
SECTION 900
INSPECTION/CONSTRUCTION
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SECTION 900 INSPErnON, MATERIALS AND CONSTRUCTlON-i,
f
1.0 GENERAL
1.01 These guidelines are to be used in coojunclion with the conditioos set out in the
Subdivision Agreement, in particular Schedule "... -Duties of Ownets F~ and
Schedule "L "-Regulations for Construction.
1.02 The Owner's Consulting Engineer shall provide fuU-time inspection and supervision of
all Worts.
1.03 The Consulting Engineer shall take extensive pm:onstruction photos of swrounding
lands, and shall provide dated/described copies of such photographs to the MunicipaIity.
1.04 Construction sites are to be maintained to prevent UlIIIeCeSSa1'y ponding of water.
1.05 Prior to requesting the inspections (or re-inspec:tions) from the Municipality, the
Consulting Engineer shall verify the proper completion of the Works, and submit a
written request
1.06 All equipmenl, materials and methods involved in trenCh backfill, filling, granuIaJs,
concrete and asphalt shall be monitored and Certified as acceptable by the owna's
Geotechnical Engineer (see attached fonn). Unless noted otherwise, the term "compacted"
shall mean 95% Standard Proctor or higher-(native materials) and 98% Standard Proctor or
higher (gr.mular materials). Such certification shall be in a form acceptable to the Director
and shall include aD supporting documentation and test results. Mix designs for concrete
and asphalt shall be obtained and approved by the Geoteclmical Engineer. The
Geotechnical Engineer shaII ensure that the type, frequency, location and resuIts of all tests
is sufficient to ensure certification. Furthennore, the Geotechnical Engineer shall ensure ail
results for a given stage of construction are acceptable prior to commencing the next stage
of Construction.
2.0 STORM SEWERS
2.01 All materials shall be visually inspected by the Consulting Engineer upon delivery, to
ensure conformity with specifications and the approved engineering drawings, and to
ensure any damaged/substandard material is marlced and removed from the site
immediately.
2.02 Installation of storm sewers shall be continually monitored for adherence to proper
bedding, pipe laying, backfilling and compaction procedures. All stonn sewers,
catchbasins and manholes shall be constructed true to line and grade. Street catchbasins
are to be installed in precise alignment with cwb lines, and no tolerances will be
permitted. Rear yard catchbasins shall be accurately surveyed and verified by the
Consulting Engineer for correct location prior to the issuance of a Certificate of
Completion. The precast tops of manholes and catchbasins shall be checked for excess
brickwork prior to roadbuilding.
INSPECTION, MATERLaS AND CONSTRUCTION~37
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2.03 Trenchwid1hs shaD be kept at a miuimum, wbiIe provicIiug proper widths to enable
mechanical compactioo. All trenching must 3dbere to Ministry of LabolU' requinmeots.
2.04 Manholes an: to be bac:kfilled with c:ompacted sand, extMfli'1g miD. 1.0 m kom the
outside (a(:e of the sInJc:ture. (Catchbasins miD. 3000un fiom the face of the sIIUcture).
2.05 House COIIIlectioos shall extend 1.5 m into the lots and be plugged with approved
removable plugs. Bedding shall be as per approved standard drawing. Tees shall be pre-
manufactured for pipes 450mm diameter and smaller. cored (on site) if 525mm diameter
or larger. and shall be seclU'e and watertight The invert of all tees shall be Ioc:ated above
the springline of the sewer main and shall be a minimum of 600mm from the nearest
adjacent tee or joint. uu1ess approved otherwise.
2.06 Concrete pipes into/out of manholes sbaII be concrete cradled precisely to the first joint.
2.07 All stonn sewers. including street and rear yanl catchbasin leads (and individual service
laterals where directed). shall be inspected using approved high quality video recording
equipment and procedures. The inspection sball be carried out in a manner accqItable to
the Municipality and all video tapes sbaII be submitted to the Municipality for review and
permanent stor.ige. Video re-inspections may also be requested.
2.08 Infiltration sball not be pennitted into the stonn sewer system. All leaks shall be
investigated to determine their source and shall be corrected to the satisfaction of the
Municipality.
2.09 Pipes which have failed in any manner. including cracking (0.3mm design loading cracks
excepted), exposed reinforcing or other defects. shall be removed and replaced to the
satisfaction of the Director. No repairs shall be undertaken without the consent and the
direct supervision of the Municipality.
3.0 BACKFILLING. GRADING AND GRANULAR ROAD BASE
3.01 Backfill containing organic or frozen material, or excessively moist material which
cannot support conventional compaction equipment, shall be deemed unsuitable and shall
not be used. The initial lift of native backfill shall not exceed 1.0 m in depth above the
compacted sand cover over the storm sewer and each additional lift shall be placed in
layers not exceeding 300mm loose measurement (unless pre-authorized by the
Geotechnical Engineer). Each lift shall be compacted until it has achieved the specified
density before any additional lifts are placed.
3.02 Backfilling operations shall follow pipe installation as closely as possible and be limited
to 75 metres of open trench maximum.
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. INSPECTION, MATERIALS AND CONSTRUCTION-38
3.03 The Geoteclmi..al Engineer shaI1 docwnent all tests, including failures and mests, .in
sequential Older, cootinuously lhroughout the project. A <:opy of all test results sbd be
kept at the site trailer, in addition to providing daily plotting of all test results 00 the pIm
and profile drawings.
3.04 The Consulting Engineer shaI1 eusure that the subgrade is fine graded to the axm:t
width, and that the minimum 3% crossfa1l is consistently maintained, wiCh no
10ngitudina1 nds permitted. The GeotccbnicaI Engineer sbalI employ aw-uptiate testing
measun:s to assess the suitability of the subgrade, including proof-rolling, and sbalI lIIIke
appropriate recommendations to the Consulting Engineer and MWlicipaIity. Whenever
possible, .......1i7ed soft areas in the subgrade shall be replaced widi suitable native
material, not grmuIar material. When additional gnmu1ars must be used, they should be
considered on a street by street basis. Subdrains must then be lowered accordingly, and
10: I frost tapers must be provided.
3.05 Subdrains shall be installed only after die subgrade bas been proof-rolled and lhe road
structure bas been fjnali7.ed. Subdrains shall be installed true to line and grade, in a
trench condition, and shall be backfilled widi approved granular material having
aggregates not exceeding 19mm. All subdrains shall be supplied widi a filter sock.
3.06 The Geoteclmical Eugineer shall confirm (in a fonn acceptable to die Municipality) die
acceptability of each stage of roadbuilding prior to subsequent stages commencing.
Subsequent stages of road construction shall not proceed without approval from
Municipal staff
3.07 After base. curbs are iostalled, all Granular B must be regraded and verified by Municipal
staff prior to placing Granular A. (Any Granular A placed prior to base curbs shall be
considered Gmlular B).
3.08 Granular material shall be tested in accordance with the latest O.P.S.8. specifiations.
Material shaII be tested at the pit and also as it arrives on site. Material not conforming to
the specifications shall be rejected and removed from site.
4.0 CONCRETE WORKS
4.01 Concrete to be supplied by MTO. approved sources only. All concrete shall be
monitored and all applicable tests (compressive strength, slump, air entrainment, etc.)
shall be carried out by the Geotechnical Engineer as specified in accordance with the
applicable OPSS and ASTM specifications. Any material not meeting specifications
shall be rejected immediately.
4.02 All concrete to be placed as per the Municipality's Standard Drawings. Contraction joints
shall be in accordance with the Municipality's standard drawings and shall be completed
as early as practical and before any initial cracking occurs. Large cracks or several
INSPECTION, MATBRIALS AND CONSTRUCTlON-39
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smaller cracks betwc:m conlraction joints in aubs win require removal and replacement
of that section of curb. Sidewalks with distinct mds will also require rep1acemeut.
4.03 Curing compound sba1l be generously applied to a1l exposed concrete surfaces, reganiless
of ambient t~.dIIres or season, between I and 2 hours of fini....illg.
4.04 All curbs to be placed using approved curb nudines. Excess concrete formed during
curb machine p1acement sba1I be promptly biuuu.,d and ranoved prior to setting. The
minimum length of curb to be removed and replaced sba1I be I.S m. No concrete patch
repairs sba1I be permitted.
4.05 Prior to placement of top curb, base curb sbaII be cleaned and then inspected by
Municipal staft Base curb and stirrups sba1I be repai..,d and/or replaced as directed.
4.06 Tbe depth of top curb at the edge of pavement sbaII not be less than lOOnun and shall be
continually verified by the Consulting EIlgi_.
4.07 Immediately prior to the placement of top clUb or sidewalk, the existing surface shall be
dampened with water to prevent leaching of moisture from the fresh concrete.
4.08 Driveways to be as per approved house siting plaos, with minimum widths of 4.6m for
single detached homes.
5.0 ASPHALTPA\lEMENT
5.01 All asphalt pavement materials shall be supplied by MTO approved soun:es, in
accordance with OPSS 310, 1003 and 1150 (latest revisions thereof).
MarshalVextractionfdensity tests shall be carried out by the Geotechnical Engineer in
accordance with OPSS and relating to the approved mix design. Note: Provincial and
Municipal projects differ with respect to contract administration, paving project sizes,
Quality Control/Quality AssllJlll\ce procedures and testing frequencies. As such, several
OPSS specifications are not appropriate for Municipal use and shall not apply, as
determined in the sole discretion of the Director.
Since current testing methods do not enable ongoing monitoring (and therefore corrective
action) of the asphalt, the onus shall be on the asphalt suppliers and contractors to ensure,
through their own Quality Control methods, that their product meets the basic standards
with no exceptions for 'borderline' test results permitted. Any reference to 'borderline'
or to taking 'immediate corrective action' based on notification of laboratory test results
shall be deleted and the product deemed unacceptable. le.OPSS 0310.08.04.02 which
permits air voids beyond acceptable limits, provided the contractor takes 'immediate
corrective action' shall not apply. Unacceptable work shall be immediately removed.
Financial compensation using MTO fonnulas (to offset service life reduction in
borderline work) may be considered,. at the sole discretion of the Director, provided such
amount is calculated by the Consulting Engineer, and all parties are in agreement.
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6.0
6.01
6.02
6.03
INSPECTION, MATERIALS AND CONSTRUC110N-40
5.02
Prior to placing surface asphalt, base aspbaIt shaII be swept clean of all dirt, debris and
dust Areas of base asphalt shall be removed and n:p1aced as directed, using a vatical
sawcut at all perimden. The use of a <Jeo.Grid or lIJI1lroved equivalent may also be
directed by the Mllllicipality. Low areas shaI1 be padded to ensure a surface IlIIl of
uniform thickness.
5.03
Each manhole is to be precisely raised to fioaI grade, and verified by the Developer's
Consulting Engineer and Municipal staff .
5.04
Tack coat shaII be applied just prior to surface paving operatiODS and shall be a110wed to
dry until it is in a proper condition of tackiness. The length of roadway Jlfev.u.,d shall be
limited to the immf'llli'l(e paving section, to reduce trac1iog. It shall be evenly applied at
the rate of 0.4 1itres/sq. m taking care DOl to spray curbs, sidewalk.s or any other adjacent
surfaces.
5.05
Driveway paving shall be fully inspected and verified for depths of stone and aspbaIt, and
the compaction thereof, and ensoriog that asphaIt is at a sufficient temperatme for
placement HL3A (HL3F) will DOl be penoitted, except in special cases with the
approval of the Director. Crowning or rounding of the limestone will not be pennitted.
Materials testing may be required for driveway apron gravel and asphalt, as directed.
TOPSOIL. SODDING AND SEEDING
All areas requiring sod shall fIrSt be fme graded, inspected by the Consulting Engineer,
then prepared with 100mm of good quality topsoil. Topsoil and sodding shall meet the
requirements ofOPSS 570 and 571, in addition to meeting any additional requirements
set out in these specifications. Boulevards shall have 2% positive drainage toward the
curb and shall be fully sodded, except in areas covered by driveway aprons or sidewalk.
All topsoil sball be free from native till or clay, roots, vegetation, weeds or debris, stones
and clods over 50mm in diameter. Imported topsoil, if required, shall be fertile, loamy,
screened material of a quality acceptable to the Director (containing approximately 4%
organic matter for clay loams and 2% minimum organic matter for sandy loams with
acidity range of 6.0 PH). Topsoil infested by the seeds of noxious weeds will not be
acceptable.
All sod shall meet the requirements of Ontario Sod Grower's Association No. I Bluegrass
fescue Nursery sod. The sod shall be taken from good loamy soil and shall be healthy,
well permeated with roots, have uniform texture and appearance and be free from weeds.
Sod must be laid within thirty-six (36) hours of being cut. Care must be taken during its
transportation and placement to prevent any drying out. Sod shall match flush with all
adjacent surfaces and shall have no open gaps, overlapping edges or uneven joints.
Where adjacent or fronting lands have already been sodded, care must be taken to ensure
INSPEctION, MATERIAisAND CON.STRUCTlON-41
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. drainage is m,.;nt"!ned and a smooth transition is achieved. On slopes 3: I and steeper,
sod shaIl be staked as required.
6.04 Laid sod shaD be immediately rolled to produce an even sur&ce and watering shaD
commence immediately thereafter and shaD continue on a regular basis until healthy roots
are weIl established and pemllIIIe8l If sod fails to estabIisf1 immediately, it sball be
removed and replaced. No attempt shaD be made to try to re-establish weak/dead sod
through continual watering, unless specific permission is gJlIIlted by the Director. The
entire wOlt shaD be done in a thoroughly workmanIike mamer with an even surface, and
professional in appeaIlIDCe. Any sod deemed unfit by the Director shaD be inunediately
removed fiom site and replaced. In this regard, it is in the best interest of the contractor
to conununicate with residents regarding the needs of newly laid sod over the first year.
6.05 Where approved by the Municipality, hydmdic seeding and mulching may be perfonned
provided that it conforms to the Ontario Provincial Standard Specification No. 572.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-21
STANDARD DRAWINGS
P:\12-29600\Specs\StandDraw.doc
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STANDARD NO.
OPSD- 216.021
219.110
219.180
351.010
400.010
512.011
561.010
600.060
601.010
603.020
608.010
701.010
701.011
701.021
704.010
804.040
804.05
C- 101
102
104
105
108
109
111
113
114
301
302
305
307
311
401
403
S- ID7
301
303
401
406
407
PAGE ONE
STANDARD DRAWINGS
CONTRACT NO. CL2007-21
DESCRIPTION
SUBDRAIN PIPE AND OUTLET DETAILS
LIGHT DUTY SILT FENCE BARRIER
STRAW BALE FLOW CHECK
URBAN RESIDENTIAL ENTRANCE
CAST IRON SQUARE FRAME WITH SQUARE OVERFLOW TYPE DISHED
GRATE FOR CATCHBASINS
CONCRETE STEPS
INTERLOCKING CONCRETE PAVERS ON GRANULAR BASE
CONCRETE SEMI-MOUNT ABLE CURB AND GUITER
ASPHALT CURB AND GUITER
STANDARD PRECAST CONCRETE CURB
METHOD OF TERMINATION, CONCRETE CURB AND GUITER
1200 mm DlA. PRECAST MAINTENANCE HOLE
1500 mm DlA. PRECAST MAINTENANCE HOLE
MAINTENANCE HOLE BENCHING AND PIPE OPENING DETAILS
MAINTENANCE HOLE AND CATCHBASIN PRECAST ADJUSTMENT UNITS
CONCRETE HEADWALL FOR SEWER OR CULVERT PIPE OUTLET
GRATINGFORCONCRETEENDWALL
1200 mm PRECAST CONCRETE MANHOLE
1500 mm PRECAST CONCRETE MANHOLE
SINGLE CATCH BASIN
DOUBLE CATCH BASIN
STORM SEWER TRENCH BEDDING
PVC STREET CATCHBASIN CONNECTION
PVC STORM SEWER SERVICE CONNECTION
ROUND MANHOLE FRAME AND COVER
BEEHIVE CA TCHBASIN FRAME AND COVER
PERFORATED PLASTIC SUBDRAINS
STANDARD CURB AND GUITER
CURB AND GUITER DETAIL AT CATCHBASIN
CONCRETE SIDEWALK
SURFACE PAVEMENT JOINT TREATMENT
STREET TERMINATION DETAIL
TYPICAL COMMUNITY MAILBOX LOCATION (URBAN)
DROP STRUCTURES FOR MAINTENANCE HOLES
SANITARY SEWER HOUSE CONNECTIONS
PVC SANITARY SEWERCLEANOUT
SANITARY, STORM AND WATER (MAIN AND SERVICE) TRENCH
BEDDING DETAILS
19 mm AND 50 mm BLOWOFF
SUPl'QRTS FOR W ATERMAIN, SEWERS PIPING AND CONDUITS
CROSSING TRENCHES
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ST ANDARD DRAWINGS
CONTRACT NO. CL2007-21
2.
STANDARD NO.
S-
408
409
410
429
431
433
435
W-S-SK1
DESCRIPTION
100 mm 10400 mm DIA. GATE VALVE AND VALVE BOX
HYDRANT ASSEMBLY WITH MECHANICALLY RES1RAINED JOINTS
19 mm AND 25 mm COPPER WATER SERVICE
19 mm TEST POINT BY-PASS
JOINT RESTRAINING LENGTH FOR PVC PIPE
THRUST BLOCKING FOR PVC W ATERMAINS
CATHODIC PROTECTION FOR TRACER WIRES ON PVC
REPLACEMENT OF MH-0172 AT INTERSEC110N OF ODELL STREET AND
PROSPECT STREET. BOWMANV1LLE (As per Addendum No.1)
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construction
~ ~~"'.
- ~
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PERSPECTIVE VIEW
Area under
construction
Direction of flow
=:>
Area under protection
SECTION VIEW
Silt fence barrier
'"
''I A~
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Direction of flow
~
A
<~
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/-/-
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Typ I
.
Main run
PlAN OF SILT FENCE BARRIER
1
Stoke
Geotextile
Direction
of flow
c
E
E
E
o
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I ~~ckfilled and
~mfKlcted
Earth surface
=:>
o
o
N
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of geotextile
in trench
SECTION A-A
NOTE:
A All dimensions ore in millimetres or metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
LIGHT DUTY
SILT FENCE BARRIER
Dote
OPSD
219.110
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flow
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Note 1
.
.
.
.
.
_f
A
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PLAN VIEW
FlAT BOTTOM DITCH OR CHANNEL
I
Stokes driven flush
/
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of downstream row to
be higher thon lowest
point of flow check.
Downstream bole position
outlined.
SECTION A-A
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Direction of flow
t_
B
Cr+
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Stokes 150mm
from end of boles
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Strow boles
Note 1
_1
B
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cl+
PLAN VIEW
V-DITCH
I
driven flush
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of downstream row to
be higher than lowest
point of flow -check.
Downstream bole position
outlined_
SECTION B-B
Ties not to be
in contact with
ground
Note 2
1-1500~
SECTION C-C
I
NOTES:
1 Number of boles varies to suit ditch
or channel.
2 Balance of excavated trench to be
backfilled following bole placement.
A All dimensions are in millimetres or
metres unless otherwise shown.
I
ONTARIO PROVINCiAl STANDARD DRAWING
1996 02 01
I
STRAW BALE FLOW CHECK
Date
I
OPSD
219. 1 80
r-
a
~
o
>
L
O,-opped
curb
Curb ond gutter
600mm min
A~
See Table
Entrance
300mm I 300mm
min A ~in
<;#"'0'1<
Subdrni
PLAN
Sidewalk
OAO
1/
ISOMETRIC VIEW
8>.;
1v0l
e I
~3omI3om
. 'vot
e I
4%, Note 1
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470, Note 2
SAG
CREST
6%. Note 2
SECTION A-A
2
~o\.e
&'10.
Boulevard
600mm min
Va<
SW or SW and ent..-once
SWfEntronce
4%moll: 8%
">0,
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DRIVEWAY DIMENSIONS
WIDTH
LAND USE m
NOTES:
1 Maximum upgrade sholl be 10%. Residential
2 Maximum downgrade sholl be 8%.
A All dimensions ore in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
URBAN RESIDENTIAL
ENTRANCE
Sin Ie Double
mm mox mlO mox
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3.0 43 6.0 7.3
IIpril 1999 Rev
OPSD
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351.010
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ot entrances.
Typ \
Ir 275-r--\225~
-?l\ rR=5mm
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cen re In conere e T
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Notes 1 and 3
on
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TANGENT
SUPERELEVATED
NOTES:
1 When curb and gutter is adjacent to concrete pavement or base, this drawing is
to be used in conjunction with OPSD-552.01O and 552.020.
2 Flexible and composite pavement shall be placed 5mm above the
adjacent edge of gutter.
3 Far slipforming procedure, a 5% batter is acceptable.
A Treatment at entrances shall conform with OPSD-351.010.
B Outlet treatment shall conform with OPSD-610 Series.
e The length of transition from one curb type to another shall be 3.0m, except in
conjunction with quide rail, it shall conform to OPSD-900 Series.
o All dimensions are in millimetres unless otherwise shown.
LEGEND:
5 - Rate of pavement superelevation in percent, %.
ONTARIO PROVINCIAl STANDARD DRAWING
April 1999 Rev
CONCRETE SEMI-MOUNTABLE
CURB WITH STANDARD GlJ-TTER
OPSD
600.060
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200
ASPHALT CURB
MACHINE LAID
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n 'HH2H<I,~~
'~M""'~
Notel~
Tack coat su~ - -
ASPHALT GUTTER - TYPE 'A'
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~
Pov! depth 1- -
Note1~
'oc,~, .~_ u- -
ASPHALT GUTTER - TYPE 'B'
NOTES:
1 Depth of gutter at pavement edge to equal depth of new pavement
but in no case less than 130mm.
A All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
ASPHALT CURB
AND ASPHALT GUTTER
OPSD - 601.010
ST ANDARD
PRECAST CONCRETE CURB
OPSO
603.020
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placing hazard marker
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ISOMETRIC VIEW
200mm min
280mm max
vor.T 11ST Vor
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Size 15M bars
SECTION
NOTES:
A Concrete strength to be a minimum of 30MPa at 28 days.
B Class of concrete shall conform to CSA A23.1.
C All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Aprd 1999
I
I 150mm
3.8m Termination I r-rrun-1
Curb and 1
I gutter \
\ ,
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I 0 \
0
<Xl ~\\' ! I
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PLAN t -l 225 I-
'"
I N END VIEW
B
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ELEVATION
I MOUNTABLE CURB AND GUTTER
I Curb and
gutter 3.8m Termination 150mm
I r-rrun-1
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Z ,
curb line J
I PLAN t -J Varies 1-
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N END VIEW
I 0--
I ELEVATION
BARRIER AND SEMI-MOUNTABLE CURB AND GUTTER
I NOTES:
1 Slope to match existing shoulder.
I A This drawing is to be read in conjunction with
OPSO-600 series curb and gutter drawings.
8 All dimensions are in millimetres unless
otherwise shown.
I ONTARIO PROVINCiAl STANDARD DRAWING April 1999 Rev ~
. 0 P .
I METHOD OF TERMINATION - - - - - - - - - - ~ S ;!
, Piff."
"",_
FOR CONCRETE CURB AND GUTTER OPSD 608.010
I -
Tapered top
See alternative C
.J
.
Riser sections
os required
~
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ond outlet openings to suit
See alternatives A and B
J
Bench or sump
os specified
300mm,
Granular bedding
.-
T yp ----I
~ :!', ~ ;--~, -~~-.~ ~.;.: ..~ ~_:~~~:~. '-~~
NOTES:
1 The sump is measured from the lowest invert.
A Granular backfill sholl be placed to 0 minimum
thickness of 300mm 011 oround the
maintenance hole.
S Precast concrete components according
to OPSO-701.030, 701.031, or 701.032.
C Structure exceeding 5.0m in depth to include
sofely platform occording to OPSD-404.020.
o Pipe support according to OPSD- 708.020.
E For benching and pipe opening details,
see OPSD- 70 1.021.
F For adjustment unit ond frame installotion
see OPSO-704.010.
G All dimensions ore nominal.
H All dimensions Ore in millimetres
unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
PRECAST CONCRETE
MAINTENANCE HOLE
~1200mm DIAMETER
II
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.-
300mm
Note 1
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bedding
I
SUMP DETAIL
ALTERNATIVES
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inlet and outlet openings to
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sump os
specified
~1200
+ ,.
~:. .:' --.... . . f'
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bedding
A PRECAST SLAB BASE
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section
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,'50
" Ir'50
t 275
.'~'.. ..1
.eo . ..., 300
r:.--. ..-.,-.-0........-'11
Ste~; .:~:;~~c.~~:t:-.-..C:onulor
os specified bedding
B CAST -IN-PLACE BASE
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flat cop
.,
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PRECAST FLAT CAP
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W!ST~
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OPSD
701.010
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and E
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See alternative C
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Note 1
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.
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Note 1
300
150
300
c
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..
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.I:
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Riser
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.
:-- .
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01500
NOTES:
1 For sump detail see OPSD-701.010.
A Gronulor bockfill sholl be placed to 0
minimum thickness of 300mm 011
around the maintenance hole,
S Precost concrete components occording
to OPSD-701.030, 701.031, 701.040,
701.041. 703.011. 703.021. ond 706.010.
C Structures exceeding 5.0m in depth to
include safety platform according to
OPSD-404.020 or 404.021.
o Pipe support occording to OPSD-708.020.
E For benching ond pipe opening detoils,
see OPSD- 70 1.021.
F For adjustment unit and frame installation
see OPSD-704.010.
G All dimensions ore nominol.
H All dimensions ore in millimetres unless
otherwise s~wn.
C TAPERED TRANSITION SLAB
Flol cop
Riser
section
.... ~ ,,;,.
o 1200mm PRECAST FLAT CAP
Flol cop
Riser
section
.~_.:.. - '-: ,'f.
01500
,
E 1500mm PRECAST HAT CAP
ONTARIO PROVINCiAl STANDARD DRAWING
PRECAST CONCRETE
MAINTENANCE HOLE
1500mm DIAMETER
t
Nov 2004 Rev 3
OPSD
701.011
6. Dead end
o mox
D/2 min
7. Wye connection 8. 45' bend
MAXIMUM SIZE HOLE IN THE .WALL IN PRECAST
Maintenance No. 1-4 No.5 & 6 No.8
Hole Diameter
1200 700 860 780
1500 860 1220 960
1800 1220 148~ 1220
2400 1485 2020 1760
3000 1930 2450 2300
3600 2195 3085 2730
.... ....:...
Section L 50mm
min
RISER SECTIONS
No.7
Inlet Hole Outlet Hole
700 860
860 1170
1220 1485
1485 2020
1930 2450
2195 3085
NOTES:
A Concrete for benching to be 30M Po.
B Benching to be given wood float finish, channel to be given steel trowel finish.
C Benching slope and height to be os specified.
o All dimensions are nominol.
E All dimensions ore in milimelres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2004
MAINTENANCE. HOLE BENCHING
AND PIPE OPENING DETAILS
OPSD
701.021
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0 0 0 0 0 0 0 '" '" '" '" '" '" Z
0
'" '" '" '" '" '" ~ - - - - - - ~
'" '" ./> '" 0 co ..... ..... 0> '" ./> ./>
'" 0 '" 0 '" 0 '" ..... 0 '" '" ..... 0 "" r
0 0 0 0 0 0 0 '" 0 '" 0 '" 0 r
0
'" '" '" '" '" '" '" '" '" '" '" '" '" s::
..... ..... ..... ..... ..... ..... ..... ..... 0 0 0 0 0 ." fT1
'" '" '" '" '" '" '" '" 0 0 0 0 0 Z
Ul
- - - - - ~ - - loJ - 0
'" '" '" '" '" '" '" '" ..... ..... ..... ..... ." z
0 0 0 0 0 0 0 0 '" '" '" '" Ul
'" '" '" '" '" '" '" - - ~ - - -
'" co 0> '" '" '" 0 <0 co ..... '" 0> '" "
'" 0 '" 0 '" 0 '" ..... '" '" ..... 0 '"
0 0 0 0 0 0 0 '" '" '" '" 0 '"
./> '" '" '" '" '" '" '" '" '" '" '" '" .
'" co ..... '" ./> '" ..... 0> '" '" ./> '"
0 '" 0 '" 0 '" 0 '" '" ..... 0 '" '" ::t
0 0 0 0 0 0 0 '" 0 '" 0 '" 0
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.rOD PiPe+15Dmml
150
;'. ,...~:..;< .
. ~ ". ." ....
Front face
of endwall
25mm dio steel
rods, Typ
150mm c/c r 00
TYPL
PLAN
L100
PiPe+150mm~
Fixed rods
Table 2
"I
125mm
See assembly
details and Tobie
r
o
o
'"
TABLE 1 - NUMBER OF RODS IN FRAME
PIPE DIA No of RODS
450 1 See assembly
525 1 details 150mm
600 2 Typ
675 3
750 3 TABLE 2 - NUMBER OF FIXED RODS
825 4 PIPE DIA No of RODS
900 4 1350 3
975 5 1500 4
1050 6 1650 5
1200 7 1800 6
PIPE DIA up to 1200mm PIPE DIA 1350 to 1800mm
22mm die bolt
threaded 50mm
at the end to
receive washer
and nut. Typ
13x50mm
frame
Hinge strop
Typ
25mm die
steel rod
Typ
bracket
ASSEMBLY
~Front face of
o[ endwoll. Typ
S ~20
1-250 ~I
SIDE VIEW
50 ~5mm die
1- drill
I ~=--==
I TOP VIEW
Secl
weld
50'q:150 25mm dia
L-' drill
I-
I l-25 Seal
weld
TOP VIEW
HINGE STRAP
ASSEMBLY DETAILS
FRONT
VIEW
MOUNTING
SIDE
VIEW
BRACKET
NOTES:
1 Grates to be secured by either a bolt and nut or a locking device as specified.
A Metal surfaces shall be either painted with 2 coats of self priming abrasion
resistant immersion grade epoxy or hot dip galvanized as specified.
8 Frame, hinge strap, mounting bracket, and steel rods to be medium grade steel.
C All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2002
GRATING
FOR CONCRETE ENDWALL
OPSD
804.05
j
FRAWE AND COVER IS PER C-113
COIICllEJE CN'
..... ONE AlWSII.IENT UNIr. loW<. 300mm
- TOP ..., BOmllot ROWS ClNlY
(llNlUFACIURfR'S _ TN'E IlElWEDl ROWS)
~
i
0UlSI0E Of" _ TO _ lWO
COOS Of" 8Il1JUIlOCJS PMIf WHEN IWlHOlE
NOT lOCATED .. RON1tIAY
~
:.'
PRESS SEH. OR EQUl/ALENT
IlUII8ER CASI<Er (WA1EIlIIGHI)
"""'" CONCAETE IIENCHIlC
."."... Of" Ill..... CRUSHER _
UIIESRlNE (00IlP~) 011
S1RIlC1IlRAU.Y SOINl GROUND
r!QIES
1 All precast companents to be from approved suppliers.
2 Pipes must not enter at a manhole section joint.
3 Uft holes to be completely filled 'with mortor before backfilling.
4 Aluminum manhole steps as "per OPSD 405.020.
5 Precast flat top design only as approved.
6 for manhole depths greater than 5.0m safety grotes required.
7 Max. spacing between safety grates is 4.5m.
8 for depths greater than -705m manhole to be custom
9 for benching detail see-'OPSD 701.021 (use pipe dia.
10 Compacted sand backfill within 100m of manhole.
11 Semi-cast manholes to be individually designed and approved.
POIJRED CONCRETE
awu: 10 181..IOIfT
SEE HOlt:
.. ~::(.
-18
.
PRECAST
TOP
FLAT
designed.
+ l00mm for max hole size).
AI cnm.n... ... In .i_._I... ..... ofh4M wi.. noted.
of Cl
n
eerin Services De artment
-....
--
--
__ 2004
1200mm PRECAST CONCRETE MANHOLE
C-l01
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L-
MIN. ONE ADJUSTMENT UNIT. MQ. 300 mm
~
~
I
2
+
:!l
o
l!:
..
.
..
JOWPa CONCRETE BENCHING
PRECAST BASE
':' ..
..~..4 . . .
.......0.....
FJW.E AND COVER IS PER C-113
CONCRETE CAP
llORTAR lOP _ IlOT1llIl ROWS OHLY
(IWlUfACTURER'S SEALANT TN'E IlEIWEEN ROWS)
0IIlSl0€ Of _ 10 RECENE 1WO COAlS
Of llIIUIII<<lUS PAlNr WHEN MANHOU
NOT LOCA1[J) IN RON1f/AY
. .......- '.~
PAECAST TRANSIIION
SlAIl
PRESS SEAL OR EQU1V1UNr
RUBBER GASKET (WA1ERTIGIfI)
:.
.
.~: " '..
.,. .,.e'
POURED CONCREIE
CRADlE TO 1at JOINT
75mm OF 19mm CRUSHER RUN
llIotESroNE (COMPACTED) ON
STRlJC'JURAU.y SOUND GROlN)
t:!QIES
1 All precast components to be from approved suppliers.
2 Pipes must not enter at a manhale section joint.
3 Uft holes to be completely filled with mortar before backfilling.
4 Aluminum manhole steps as per OPSD 405.020.
5 For manhole depths greater than 5.0m safety grates required.
6 Max. spacing between safety grates is 4.5m.
7 For depths greater than 7.5m, or where directed, manhole to be custom designed.
8 For benching detail see OPSD 701.021 (use pipe dia. + 100mm for max. hole size)
9 Compacted sand backfill within 1.0m from manhole.
10 Semi-precast manholes to be individually designed and approved.
All dlmentllona are In mIIIImetreI unlet. oth.,...... noted.
Cl
M
-.
on
Serrices De ~ent
-...
--
1500 TO 3000mm
PRECAST CONCRETE MANHOLE
-
APAll. 2004
C-102
115
I:~'"
~
CAlCH _
I
n'~ ,-+-1 ~ n,
I I
,.
-..
-/
.
"' ". 10Dnvn PERfQRATED
5llllORAlN -.
;;;
..
."L
...~
.....
~.:
200mm 50LIl
~ M: PIPE
~:
~:
4.,":
..:.
;
,-
'.. .
~ .' . .
. -
-. .
~. - ....
..
'. ~-' .4o
. ~:. 'C:~: -'~;'_'._~ ~:~::-~: _:_:;.._~r::~~._.~>
..~. -
7Srnm OF' ltrnm CRUSHER RlI4
lMS10NE (ClM'AClED)
SECTION B-B
SECTION A-A
B
A
A
NO~ B
1 All precast components to be from approved suppliers. PLAN
2 Compacted sand backfill within O.3m of catch basin.
3 Refer to C-l09 and C-305 for additional details.
4 Invert of sub-drain and the abvert of catch basin lead ore to be level.
5 Uft holes to be complelley filled with mortar before backfilling.
All dllMMIon. GAl In mlllImetrft ..... 0..... 'lll.... noIecI.
-....
--
Services
artment
SINGLE CATCH BASIN
C-l04
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l1S
840
..0
~r-
I ..0
,-
:-:
-:":.,
,~
1700
:Ir
.'0
lIORfAA
l1S
I~I
:.
,!
"
:.0:,:
"
.,
....-
.
.'
~.
l00mm PDlFORAlED
..-
"
l!:
.,
~
,',
"
0'--',
, ,
, ,
I I
\ ,
, ,
'-~ """""" SOUl W.....
P'o'CI'lPE
0-
.,.
'.
,',
t.<
2SOmm SOUl w.u
P'o'CI'lPE
,
.'
.-r".
:~7.'
"
.:..
<,
>,
"
.. ~.
>~.,..-: .... ". .
:~.i.': r :.:......;~.: 150 4'~ " ~. '::'~.::-;~":!~...~.: -~"4":""'~' .... _ 4 . '~;. ~..->.l :-. :'.:..~::'~':...) .
SEenDN A-A L~.,___~ SECTION B-B
lIIAESlllHE (COI.F.ocrm)
.' :BBBBBBB8B8B:'!S:S::-<t":S: .
A
8
8
BEAN
A
PLAN
NOTES
1 All precast companents ta be from approved supp6ers,
2 Compacted sand bockfiU within O.3m of catch basin,
3 Refer to C-l09 and C-305 for additional details.
4 Invert of sub-drain and the obvert of catch basin lead are to be some elevation.
5 lifting holes to be completly filled with mortar before backfilling.
n
-....
--
Servicea De artment
DOUBLE CATCH BASIN
-
-. 2004
C-105
cot.PACIED 18 111m CRUSHER
_ lJMESlONE _ SPO
.
COIlPN:IED s.IHO
on SPO
....
""'r
.. .
'..' ..
. : ,. ":' ~.
.". :~: .~.~
. .-.":',
~.'-:'~-:~: : ~ :.... :..~.:~~. ' (~ ~ .
"~~:: :.~~.:.~'~~ .#.'.. ... .,,:..~"
. . . .... . ~J1~: .". _..:.'. '..:'~:.:..' .', ...::.;....~......~..~.. ~.'
.:~..~:.:,..:. .~.;.; ~ - ..
ClASS B BEDDING
BEDDING AND CLEARANCE
INS1IIE PI'E llWoEJER
UP 10 100
1050 MD lJRGER
d(lIII)
100
150
. (lIII)
300
SOO
AI cIImenIIone an In mllllnMl. _ .... .... ....... noIM.
of Clarin n
t
300
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ee
Services De artment
-...
STORM SEWER TRENCH BEDDING
--
C-10B
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IlWIJfAClURED SNUD P.v.c.
SUE'/[ (WA1EJmGHI)
I
I
SOUD WAlL P.V.c.
CA10t _ \DO
(5.0.L 35)
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CATCH
BASIN
'.~ ,...
19mm CRUSHER R\.IrI lJtIESIOHE 10
1llP Of" PIPE. COWPACml 10 "'"' SPO
I
.
,. ..
'!" ........ -II' ....".
"..' . ~
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NOTES
1 Pipe to enter catch basin at right angle
2 250mm dia. lead for double catch basin.
3 200mm dia. lead for single catch basin.
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All dIme,._". ore In .......h.. ..... otherwtee notecL
P.V.C. STREET CATCH BASIN
CONNECTION
Cl
~ ~?~::;..:
/>~:~~
:~:..;.-
..:.::-;~-
,:-.--;.-
., .
::~~:
~~s~.~
..~ .;...
..,
.:~;:
,~...:-.
..
. ..
n
. eerin Service. De artment
-...
--
I
I
C-l09
J
<
u
i
SIOTAIlU: OEPIH
10 IlJl1f/ ft1ft
<XlHIECIlOll 10
HOUSE _ DE.
(_ 1.8. __ J.O)
,.5
.' .2i;;'r.~).-;~~.;;:.:..,;~~. :..::~~:;./'-
.. . ..',' .
.....
. _ s..;\:{~;~:~~",;c,:"~'~~;;~"~:;~"';:-::";;~"':''':~';i(~:~ .
:;{:~..., . - ....
,_
CRUSHER RUN UIlES1llN[
WAmlI1GIff PUIG
100mm CRUSHER RUN UI.tESRlNE
10 lOP OF l'I'E
JOOrnm SAND COYal
.~.... ~. ".~;
. c..
.'.
.. .."
'.
.:
.'0...
.. .
" .'. .
'-;'.
150mm . P.V.c.
(s.o.ll. 28) l'I'E
PROFILE
0P0IIlG 10 lIE lWHl[-coRED
II FE1Jl
150nwn , BfWtCH Off
PAOolNlUf"AClIlROl tEE
CONNECTION FOR SEWER MAINS
525mmlll & LARGER
!:lQIES
CONNECTION FOR SEWER
MAINS 450mmlll & SMALLER
1 Service connection invert to enter moin at springline or higher.
All d1mec...... are 1ft.1IMfrn .... .tMlwlM noted.
n
ee
Services De artment
-....
--
PVC STORM SEWER
SERVICE CONNECTION
C-111
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FRAME PLAN
4.5mm MAX.
QEARANCE
676
833
624
57ll
51
575
667
...
SECTION A-A
"SlORt.I"
'/DR OF
lXJNSTRUC110N
COVER PLAN
I II iit!,1-1
,.-H- 2
613
SECTION B-B
t t-
,=P
NOTES
1 A1lowoble tolerance for dimensions of 300mm or less is :t: 3mm.
2 Allowable tolerance for dimensions greater than 300mm ond up to 900mm is :t: 6mm.
3 The name of the manufocturer is to be distinctly cast in raised letters.
4 The designation "sTORM- and year of construction are to be distinctly cast in raised letters.
ROUND MANHOLE
FRAME AND COVER
All dInMI___ .. .. ~._~_ .... .... ........ .....
n
Services De artment
-....
--
C-1 13
820
A~
~ I L
~
--. ~I :!l
.., ...
.. :l
--' ..
I I
~ 151
-L
I r +-r-
on
A~
o
l<l
FRAME PLAN
~2r- $7 B \
u ~ rJ) L
U~oo&
88@881
n~{fO~~~
L r
nI-
,.
...
..
"
B
GRATE PLAN
AU dimensions are In mllllmetru unaas otMrwIM noNd.
on
""""'"
BEEHIVE CATCH BASIN
FRAME & COVER
..,.
N'IlIL 2004
152
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- 25
';:
~
..
i a
:; 1
2~ <0 =1
SECTION A-A
150
~.
~
~
~
SECTION B-B
. eerin .Services De artEnent
-...
--
C-114
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F1IISHEIl IIOIUVAAlI
CURlI _ GUIlER
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'00""
I
>
..... .
......
. .
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GRN<<Jt.M oAo
&taCFU. OR
N'f'AOlIED
~
I
'00
100nwn CORRUGATED. SlDTTED PlAS11C
PFE .... flCltlRY' IrISTAU.ED
FIl1ER F.I8RIC.
JllO .....
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t:lQIES
1 Subdrains are to run continuous on both sides of road.
2 All subdrains shaH have sufficient grade to drain into catchbasin.
3 Subdrains are to be installed in a trench condition.
4 If additional depth road granulars used. subdrains must be lowered accordingly.
5 Praper connections are to be used when splicing sections together.
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All dlm.u.... are In nA....trn ..... .... ...... ........
Services De artment
-...
--
I
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PERFORATED PLASTIC SUBDRAINS
_ 2004
C-301
~AY~
SlOEWAIJ( lfDGE
.'. ...-....; .
... . ~.. ~.'.. :~.:~. . ~
. . .;" ..:
.... .;0....... ...~.'..~.~.~....:. ..;., ''''''. .'
'.~' .. ~:......~... ~::
.; -;'..~.:...... ..~..:......~~. .....
(sa NllIE .
STANDARD CURB AND GUTTER
R-
_ llEI'RESSNn
"..~...'
. .....
A9lWJ
....:.
...'.. -
" ..'
'. ~ ...~ ...~:.:
.....
.~' ...~-:~~.~:.~>...
"'...::~ -... '.. ...;
. ~. . . .".'
>~.'.. '''~'
.....
...'
....; ~. .
'..:. .' ".' ~
'''.:
BARRIER CURB
NOTES
1 Concrete shall conform to OPSS specifications (3OMPa, ]X :1:1.5% oir).
2 Contraction joints every 3.Om (maximum). Sow-cuts ta be 25% of total depth.
3 Curing compound is to be sprayed on within one hour of finishing.
4 Additional width required where curb is adjacent to sidewalk.
All dlnulllIh.. .. In A_\.~II_ .... ............. noted.
Services
n
STANDARD CURB AND GUTTER
--
__ 2004
artment
--
--
C-302
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--/1
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1"1
~__M<A
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:A
-Lt
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B
-
.
A
SEE
Na1E 2
B
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'\:
-----~
PLAN
1.2m
\~~~7
'II
: \L
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L_ ~
FUU. DEPIH
EllPNISION JOIHf
~::.
,
-~
:.
.
-,
-.-
--.
~~.
lOP AND :::
8OI'IOM ROWS ON...Y
(IO\HUFM:IURER'S ~ TAPE :.-
BmOml OOWS)
<-
.}
.--
:j
~
SECTION A-A
SECTION B-B
NOTES
1 For grate specifications see OPSD 400.010.
2 Stage I - temporary asphalt filler around catch basin including full curb.
J Stage 11 - remove aspholt filler and complete curb in one pour.
All "A..OM .... In "...~.. unIMI ......... ROted..
D
Services De artment
--
--
-
--
CURB AND GUTTER DETAIL
AT CATCH BASIN
C-305
bLK
Il/oXUAI _ OF 30m IlEIWEEN ElCPNlSIOH ~
.-rs _ _ SIllEWAU< AllUIS _ RIGlO
SlRUClURE
- -
us
1.5
~I
CONCREIE
INfll
~ CURB
CCH1ll.\C1lON .-rs (rIP.)
1.5
w
~
~
I f
0.715
""
- :..
- .........
- .....~ . . -..41:.:
.__ f'
"""..
:. ."5 .... i":
. .
-. ....
~
JOmm
l50nvn AT DRIVEWAYS
COtrM'ACTED HAlIYE IMltRIIL
(SEE NOItS 1 _ 2)
tlQIfS
1 Use 100mm compocted granulor 'A' if native moteriol is deemed unacceptoble by the Municipality.
2 Subgrode moteriol to be well compacted, then dampened immediately prior to pauring sidewalk.
3 Concrete sholl conform to OPSS specifications (JOt.lPo, 7" :1:1.5% air).
4 Curing compound to be sprayed on sidewalk within 1 hour of finishing.
5 Expansion joints to be be placed full depth of sidewalk.
6 Contraction joints to be 25% of full depth of sidewalk.
7 Surface of sidewalk to have a broom finish.
AII_...... __..- _......-.
of Cl n
E
Services De artment
-...
STANDARD CONCRETE SIDEWALK
--
C-307
--
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BASE ASl'tW..T JOINI'
DISIlHG SURF.ICE ASPIW.T
10 BE REIIO\/EII
PROPllSEIl .....VEMOIT
100
.......10
AlL fDGtS 10 IE
PMlIDl WIlH A
8IIUIINOUS EIAllSIOH
SECTION A-A
AI <<1"*_01" .... In m............. ...... .... ..."'- ......
n
10 BE REIIO\/EII
EXISfIrIC PA'fOEHf
DISIlHG PAVDlENT
Services De artment
-....
--
SURFACE PAVEMENT JOINT TREATMENT
C-311
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_'08 (900x900)
IIOlE 2
10 BE FASlOEIl
...... NlIIS ~ BOl.1S
15Ox150 POST
~ C
E E
E E
<!
SOx150 POST
50 WI)[ x 50 DEEP
-
18m
18m
BARRICADE DETAIL
-
I
..,
I
7UOl
75
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1.1.",(_)
NOTES
1 This standard to be read in conjunction with OPSO 912.101.
2 Checkerboard sign as specifoed in Ontario Traffic Manual.
3 -All hardware to be galvanized.
... All wood members are to be pressure treated.
~
POST DETAIL
All dlme.._... ... tn ....... ...... _... .hr. noted..
n
eerin Services De artment
--
--
STREET TERMINATION
DETAIL
---
C-401
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-"
CURS
/
2S.Om mitt.
A~
/
/
r
..
"
~
~
i
5
e
o
,;
N
I~
~I
~
2.115
~(~L_
-x. PER C-107
~B
0EPAESSEll
CURS
FRONT 01'
CUll
FRONT 01'
CUll
w
z
:J
~
0:1
2.'
POST
CUll
w
Z
fj
w
'"
1;;1
POST
CUll
I.'
0.6 5IDEWAlK
OEPRESSED CURB
5OOOEO
TO ""
T
. "~~-::-:~-~,,j....,.':":~
.':'d-.~-';),""'"-'''
~!~_.. ;;:.;.~... _1''1'~.,T':o..~!";;:~~\.'
-
. 'a~ ,- --,' ~~'.;~-:"':~-:--~~~"
'.2
ACCE5$
ACCE5$
SECTION A-A
NO SIDEWALK
SECTION 8-8
SIDEWALK SIDE
All dkn..IOI.. .. In metrn vnteu ofhenrIM noNd.
Services
artmenl
-....
TYPICAL COMMUNITY MAILBOX
LOCATION (URBAN)
--
C-403
--
_ 2004
w
u
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.: ~ :.' ~i'"
NOTE 5
BEDOeNG MATERI"'l. AS
PER $-401
STANDARD Y fiTTING
REVERSED
SEE NOTE 5
STANDARD 45' ELBOW
20 MPo CONe. (150 mm)
TO UNDISTURBED SOIL
TYPE A
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NOTE 5
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BEODING MATERiAl AS
PER 5-401
STANOAAQ Y FITTING
REVERSED
STANDARD 45" ELBOW
SEE NOTE 5
STANOAAO 9()" ELBOW
CONe. FIllET
20 MPa CONe. (150 mm)
TO UNDISTURBED SOtl
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I
TYPE 8
I
NO TEES SHJIt.L BE USEO (TYP.)
,.
I
20 ",po CONe. (150 rom)
TO UNDISTURBED SOIL
SECTION A-A
A
2 MAINTENANCE HOlE STEPS REOUIRED
WHERE -'0' EXCEEDS 1800 mm
MH SIZE AND /
BENCHING ()(lAlLS
AS PER OPSO 701.021
~ DROP STRuCTURE
TYPE A OR B
SEE NOTE 3
A
OUTLET PIPE
PLAN
TABLE Of" MINIMUM DIMENSIONS &: MAXIMUM VELOCITIES
DROP. PIPE TYPE 'A' TYPE '8' WAX. VELOCITY
OlAMETER '0' 'L" 'd. 'L' MIS
200 600 750 1200. 105{) 1 42
250 636 801 '275 1050 1 55
JOO 699 900 1425 1125 1 70
375 900 1125 1875 1200 1 92
450 975 1200 2025 1275 2 16
GRADES BASED ON MANNING FORMUlA AT 82% FLOW
GRADES NOT
TO EXCEED
I.BO%
1.60%
1,50%
1.42%
1.42%
!oS
I
......
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20 NPo CONe. (150 mm)
TO UNOfSTURBED SOIL
, ,
, ,
~
.4~~
......
SECTION 8-8
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NOTES:
I
FOR SEwER SIZES UP TO 450 mm 0106.. THE
DROP PIPE SHAU BE THE SANE SIZE AS THE
INtEl PIPE. FOR SEWER SIZES GREATER THAN
450 mm THE DROP PIP[ SHAlL BE ONE SIZE
SMAlLER THAN INLET PIP(.
2. OBVERT OF DROP PIPE SHALl BE lE\l[l WITH OBVERT
or OUTLET PIPE AND BENCHED TO TH[ OBvERT
or THE: OUTLET PIPE.
3 DROP STRUCTURE SHAll BE ENCASED IN A MINIMUM
OF 150 mm or 20 MPo CONCRETE- MAINTENANCE HOLE
STEPS SHAll BE PROVIDED ON OUTSIDE FACE OF
MH. OROP STRUCTURE SHAll BE STRAPPED TO
STEPS WITH STAINLESS STEEL BANDS.
4. MAXIMUM VELOCITIES Sl-K)WN IN TABLE INDICATED
THE MAX. FLOW VELOCITY IN INCOMING PIPE
WHHOUT OVERSHOOTING.
5 ADJUSTMENT IN '0' AND 'L' SHAlL BE NAQE
THROUGH THIS SECTION OF PIP[
6 ALL CONCRETE IN DROP STRUCTURE SHAll BE
20 MPo AT 28 DAYS.
7 WNIMUM O1t.1ENStONS BASED ON USE OF
STANDARD CONCRETE FITTINGS.
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ALL DIMENSIONS IN MllLlMETRES EXCEPT WHERE NOTED.
OWG DATE: 1978 03
REVISION NO,; 9
REV, OATE- 2002 10
SCALE: N.T.S.
I
DROP STRUCTURES
FOR
I
WORKS DEPORTMENT
MAINTENANCE HOLES
I
8-107
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E
~
E oi
on "
. <:
:>
~
:>
fiNISHED SHOUlDER GRADE
i or ROAO AlLOWANCE
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t--=- PROPERTY LINE
.
/
E E
.0
oi~
eElL [NO
WITH PLUG OR
COUPLING WITH
?
SHORT LENGTH or vc
OR PVC SOR 28
I:;! ~
'''''''
SEE
NOTE 4
PIP[ COUPLING
CONNECTION BRANCH
SEE NOTE 2
FUll LENGTH Of VC
OR PVC $OR 28
"A' - MIN. 75 mm. MAX. 125 mm OBVERT TO OBVERT
'8' - MAX. 300 mm OOVERT TO OBVERT
'B'
CONNECTlON
INVERT
SANITARY SEWER HOUSE CONNECTIONS
NOTES:
9.525 STUO &: NUT
(2 R€OU.REO)
1. IN NEW SU8OMSlON$ THE SANITARY SEWER AN() WATER SEFMCE
COMIECTIONS SHAll BE INSTAllED IN SEPARATE TRENCHES.
IN CASES WHERE THE SEPARATE TRENCH INSTAlLATION rs
NOT PRACTlCAl. SANITARY SEWER AND WATEA: SERVICE CONNECTIONS
MAY BE INSTAlLED IN A COMMON TRENCH AS PER DETAIL 'A'.
2. IN NEW SU8OM$IONS All CONNECTIONS TO THE SEWERS ARE TO
OC MAOC WITH A FACTORY MANUFACTURED T. FOR CONNECTIONS
TO [XfSTlNG SANITARY SEWERS, OTHER THAN PVC A SADDLE
CQNNECTtQN MAY BE USED. MORTAR-ON SAOOlES SHAlL BE USED
ON CONCRETE PIPE GREATER THAN 450 mm DIAMETER.
CONNECTIONS TO EXISTING PVC SEWERS SHAll BE UA[)[ WITH
A FACTORY UANUf"ACTUREO TEE OR AN APPROvED SAOOlE.
CQNNECllONS TO (:Ja5TtNG A.B.S. TRUSS PtPE SHAll BE MADE WITH
A SOlVENT WElDED SADDlE. A fACTORY MANUFACTURED WYE SHALL
BE USED IN TIi[ fIRST UPSTR[AA1 lEG FOR All SEWER CONNECTIONS.
3. 45. STRAP ON SAOOlE SHAll BE USED ON SEWERS OTHER THAN
PVC PIPE. WHEN LATERAl INTERSECTS SEWER MAIN AT AN
ACUTE ANGLE-
THE S[W[R CONNECTION SHAll BE lAJD FR()M THE WAIN TO 1.5 m
8[Y()ND THE PROPERTY LINE IN NEw SUBOMSJONS ONlY.
5. THE END OF All SEWER PIPE SHAll BE MACHINED. All CUnlNG AND
MACHINE SHAll BE DONE BY CONTRACTOR
6. A COUPlING SHAlL BE INSTAllED AT ()[AO (NO AND SHAll BE:
PlUGGED USING A WATER TIGHT PlOC.
7. DEflECTIONS or PfPE AT JQtNTS IS NOT 10 EXCEEO 75 mm
tL 150 mm MAXIMUM DEFLECTION FOR A 3 m LENGTH OF
ASBESTOS CEMENT PfP[
75 mm MAXIMUM DEFLECTION FOR 1.8 m LENGTH OF
V[TRlflED ClAY PIPE
8. PIP( COUPLING SHALL BE 'RING- TlTE' OR (QUIVAlENT. PVC 'SHAll BE
BEll ANO SPIGOT JOINT.
9. REFER 10 STD. $-401 fOR BEDDING R[OUIREMENTS.
10. WHEN MORTAR-ON SAOOlES ARE uSED. A MACHINE CUT OPENING
SHAll BE MADE IN THE SANITARY SEWER WITH A CORING UACHINE.
11. 2% MIN. GRA()[ TO 10% MAX. GRADE FOR 100 mm OIA. PIPE.
12. 1% WIN. GRADE TO 10% MAX. GRADE FOR 150 mm OIA. PIPE.
lAMPINM EXPANSION
ANCHOR
5NSI(){ CIRCUMFERENCE
or PIPE
MORTAR ON SADnI FS FOR CONCRETE
MAINS OVER 450 mm DIAMETER
4
PVC $OR 28
A A
L-o--1
FINISHED GRAOE:
',UN. 75 mm, DEPTH OF
BEDDING BELOW PIP[.
OUTSIDE [HAUETER
MINIMUM WIDTH OF
TRENCH
Be + 600 mm WITH MIN.
OF 900 mm OR Be +
WIDTH OF SHORING +
600mm
d
TOP VIEW
Be
Bd
STAINLESS IF{
ST[[L NUT
AND
WASHER
--- STAINLESS STEEL
'A A' STRAP
RING SEAl ACCORDING TO
MANUfACTURERS
SPECtFtCATION
S(JhtlCE
SEWER SERVICE
~
DETAIL 'A'
COMMON TRENCH DETAIL
AlL DIMENSIONS IN MllUMETRES EXCEPT WHERE NOTED.
OWG. DATE' 1981 0-4
REVISION NO.: 11
REV. OAT[ 2006 04
SCALE: N. T.s
SANITARY SEWER HOUSE CONNECTIONS
AND SADDLES
mm & 150 mm
(100
PIPE)
8-301
llORKS OEPARlloIEIli
WORKS DEPARlNENT
8-303
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ROAD AlLOWANCE I PRIVATE PROPERTY
I--lAAX. 3 mi
1 ,
o
on
1
",I
~I
..
511
"I
~.--l
P\IC CAP
NOT GLUED
135 mm 5UOE lYPE
VIU.VE BOX &: COVER
~.--l
22.5:01 RADIUS BENDS
SURFACE CLEANOUT
NOTES:
1. WHEN THE ClEANOUT IS LOCATED IN A DRIVEWAY, A
STANDARD VALVE BOX IS REQI::JlREO,
2. BEDDING DETAI... ItS PER 5-401.
VALVE BOX FOR PVC
SANITARY SEWER CLEANOUTS
ALL OIlAEN5IONS IN lAlWlAElRES EXCEPT MiERE NOTED.
O~. OA TE: 197B 03
REVISION NO.: 6
REV. DA l'E: 2002 10
SCALE: N.T.5o
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r-O.O + 600---.
I (UIN. 900) I
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".' -
~gN~~~TE ~.,,:;.;:.:~: t ~~.:.....~: T'~
I
CONCRETE ENCASEMENT
DETAIL
NOTES
I
I. PVC WAT[RMAlN MAY NOT BE CONCRETE [NCASED.
2. CONCRETE ENCASEuENT Of GRAVITY SANITARY
SEwERS MUST EXTEND FROM PIPE JOINT TO
PIPE JCNNT
3. THIS DETAIL APPUES TO PROPOSED PIPING ONLY
r- 0.0. + 600 ---.
I . (f.lIN. 900) . I
I
,--00. + 600~
I (NIN.9OO) I
I.
o .
o
~
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CLASS B
CONCRETE AND CPP
I
Lf = 1.9
I
,--0.0 + 600-,
J (MIN. 900) 1
SAND COVER COtrAPACTEO
TO 98% PROCTOR DENSITY
PlAIN OR REINfORCED
CONCRETE MIN. 15 MPo
DRY TRENCH
19 nwn CRUSHER RUN
LIMESTONE CQWPACTEO
TO 98 % PROCTOR
DENSITY
WET TRENCH .-....~~~
HL8 BLEND Of
CRuSHED ClEAR
STON( CONCRETE CRADLE
CLASS A
CONCRETE ARCH
REINFORCED As :IE
REINfORCED As
PlAIN
SAND COVER COMPACTEO
TO 96% PROCTOR OCNSITY
SANO BEOOING ANO COVER
COMPACTED IN 150 mm LAYERS
TO 98'; PROCTOR DENSITY
____ DRY TRENCH
--- 19 mm CRUSHER RUN
LIMESTONE COMPACTED
TO 98 X PROCTOR
OENSITY
WET TRfNCH
HLB BLEND or
CRUSHED CLEAR
STONE
PIPE
DUCTILE
SAND COVER COMPACTED
TO 96% PROCTOR OENSlTY
~O.D + 600-,
I (UIN. 900) I
T
I
I
19 mm CRUSHER RUN
LIMESTONE COMPAcr(Q
TO 98 X PROCTOR
[)[NSITY
I
WET TRENCH
_I
PVC,
Hl8 BLEND OF
CRUSHED CLEAR
STONE
CLASS P
PE AND VC
DRY TRENCH
PIPE
I
SANITARY,
(MAIN AND
AND CONCRETE
I
WORKS DEPARTMENT
1.0" If = 4.8
0.4% Lf = 3.4
If= 2.8
~D.O. + 600-,
I (MIN. 900) I
,
o
o
~
I
..'g.'.
..' '\)
. Q
.-. .
100
CLASS D
IRON AND COPPER
PIPE
LEGEND
0.0. = OUTSIDE DIAMETER OF PIPE
It = lOAO FACTOR
As = AREA OF STEEl
NOTES
1 BEDDING MATERW.S SHAlL BE FUllY EXTENDED
AND COMPACTED AG.....NST TRENCH W.at..lS.
BEDDING MATERIAlS SHAll BE: PlACEO AND
COMPACTED IN 150 mm LAYERS.
2_ NO MECHANICAl COt,lPACTlON EQUIPMENT SHAll
BE USEO ON TOP OF PIPE PRIOR TO PlACING
A MINIMUM OF 300 mm COVER
3 PIPE SHAll BE BEDDED TO PROPOSED LINE
AND GRAD( WITH UNIFORM AND CONTINUOUS
SUPPORT FRQtA BEOOING_ BLOCKING WITH ANY
HARD OBJECT SHAll NOT BE USED TO BRING
THE PIP[ TO GRADE
4_ 19 mm OtA. CRUSHER RUN LIMESTONE TO
OPSS 1010 - GRANulAR A SPEC_ - TABLE 2
(WHEN SPEClnm).
5 HL 8 BlEND CRUSHER ClEAR STONE TO
OPSS 1033 - TABLE 2 (WHEN SPECIFIED).
6 CONCRETE TO OPSS 1350 (WHEN SPEClFlED)_
STORM AND WATER
SERVICE) TRENCH BEDDING
ENCASEMENT DETAILS
ALL DIMENSIONS IN MllllMETRES nCEPT ~ERE NOTED_
owe DATE 197803
RE\Il9ON NO: 7
REV OA TE' 2005 05
SCAlE: N.T.S
8-401
WA lERNAJN
\ mm WAlER SER\IICE
- "P'
\ CORPORATION
MAIN STOP
" APPROIlED
SADOlE
RESTRAJNED
PlUG
SER\IICE BOX
~
:i
'i
50 mm COPPER SERVICE PIPE
0:- /
WAlERNAJN ~ \ CORPORATION
MAIN STOP
" APPROIIEO
SADOlE
50
100 mm TO 300 mm
WATER SER\-1CE
-p
100 mm TO 300 mm
WATER SERVICE
RESTRAJNED CAP
50 mm CORPOR" Tl~
MAJNSTOP
GATE VALVE &: BOX
AS PER 5-408
50 mm BLOWOFF FOR 100 mm
50 mm
19 mm aLAR CRUSHED STONE
50 mm )[ 150 mm X 300 mm
CEDAR BLOCK
TO 300 mm WATER SERVICE STUBS
ALl DIMENSIONS IN MIWMETRES EXCEPT MiERE NOlED.
DWG. DAlE: 1993 11
RE\t1SION NO.: 3
REV. DATE: 2005 05
SCALE: N.1.5.
mm
19 mm CLEAR CRUSHED STONE
50 mm x 150 mm X 300 mm
CEDAR BLOCK
BLOWOFF
T
SERVICE BOX
o
U)
x
-<
"
o
o
OJ
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'i
BLOWOFF
I
"'" TOP SECTION
VJtd...'VE BOX
(135 mm SlIDE T'rPE)
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50 mm COPPER
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BLUE PAlNlED
LOCA TION STAKE
CRlNP
I
TOP SECTION
- VJlJ...VE BOX
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50 mm COPPER
I
NOTE:
I
CAlHODlC PROTECTION.
BONDING CABLE AND
TRACER WIRE SHAll BE
AS PER S-435. S-439.
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8-406' I
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Zx
Z s~
woo
ur
z~ 0
~.. 0
,5:0' n
JOO
UW ~8
..
'-' "'''>
WORKS DEPARD<ENT
WIDTH OF TRENCH
STEEL 8E.AI.l
Of AOEOUAT[~'ZE
GR<:M.mO
r EL[VATtQN
TEMPORARY ~ I
HANGERS ~ A I 00 NOT ROAOVE
~ -^==~ HANGERS UNTIL
I v I BACl<flUING
lOiO'+~4 OPERATIONS REACH
~ JOq- THIS POINT
19 mm CRUSHER
RUN UN[STONE
CQt.fPACT[Q TO 95;:;
PROCTOR DENSITV
CONCRETE SUi3
15 NPo AT 28 DAYS
NEW SEWER OR
WAT[RMAIN
CROSS - SECTION
LONGITUDINAL SECTION
CLEARANCE GREATER THAN 1200
~g
~n
~~~~'~----------=
GROUNO [LEVATlON ~
I TEMPORARY HANGERS I I
-----"--v'-L-J 00 NOT REMOVE
~ HANGERS UNTIL
I ," .0_ +6~ BACKf"lUlNG
I I cd- ~ OPERATIONS REACH
THIS POINT
o
o
19 mm CRUSHER
RUN UM[STON[
COMPACTED TO 95~
PROCTOR ot::N5lTY
NEW SEWER OR
WATERMAU'.,
EXISTING SEWER,
WATERMAIN. PIPING
OR CONOUIT
o
o
N
w-
Uz
Zoo
~r
oo~
'j~
u~
W
J
CROSS - SECTION
CLEARANCE LESS THAN 1200
LONGITUDINAL SECTION
ALL DIMENSIONS IN MlLUMETRES ExCEPT WHERE NOTEO.
owe. 0" IE: 1983 04
REVISION NO - 5
REV. OAlt: 2002 10
SCALE: N.TS
SUPPORTS FOR WATERMAIN, SEWERS,
PIPING AND CONDUITS CROSSING TRENCHES
8-407
/ TRACER WIRE
fiNISHED
GRADE
1 j mm ROUND
HOLE WTH
GROMIlAET
135 mm SUDE TYPE --
VALvE BOX &: COVER
TR ACER WIRE
E~
~~
NO
.Z
~~
:>",
ExTENSION (AS REOUIRED)
so mm OPERA liNG NUT
OPEN TO lEf T
GUIDE PLA TE
NON-RtSlNG STE~
TRACER wIRE CONNECTED
TOGETHER USING A SPlIT
BOlT I 10 CONNECTOR.
SPlIT 80LT SHAll BE
WRAPPED IN ELECTRICAl
PuTTY
"'
,
~ANO R G
WATERll,4AIN
:
GASKET
I
SLIDE TYPE
I
\" EXTENSION
\STOrl
GRAlJ[
I
FINISHED
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E~
OW
~
NO
Z
"W
"'W
:>",
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I
jTENSION STEN SHAll BE
fASTENED TO OPERAnNG
NUT WITH 2 SET SCREWS
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,
\
~.
";&
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Jr
\
\
\
\
\
\
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L300-1
5.4- kg ZINC ANOOE
SOl.lD CONCRETE BLOCK
ISO mm lC 150 mm x 300 mm
I
NOTES
VALVE: 80X SHALL BE ADEQUATELY BRACED Vl/HILE BACKfilLING
AND MUST REMAIN PLUMB
2 VAL \IE 80X EXTENSION SHALL B( USED ONLY If R[()UIRED
3 REFER TO ~STANDARO SPECIFICATIONS FOR THE COOSTRUCTION
Of WA TERf.4AINS~ FOR PLACEMENT OF MARKER STAKES.
4 VALVE SHALL BE COMPLETELY BACKflUED WITH 19 mm
CRUSHER RUN LIMESTONE
5 'M-IEN THE OEPTH OF THE OPERATING NUT IS GREATER
THAN 2.0 m BELOW FINISHED GRADE AN ExT(NSION
STEM SHAll BE uSED.
6 All INUNE VALVES INSTAllED ON PVC WAT(Rl.4AIN SHALL BE
RESTRAINED AS PER S-433 UNLESS OTHERWISE NOTED
7. IF VAlVE BOx IS LOCATED IN A GRAVEL AREA. A
10 m x 1.0 m x 50 mm ~PHALT COlLAR SHAll BE INSTALLED
100 mm TO
,VALVE BOX
ARRANGEMENT FOR
400
AND
PVC
WORKS DEPARTMENT
L,so-1
8 TRACER WlR[ COATED. 7 STRANO.
12 GUAGE TW75. TWU75 OR
RW90XLPE WIRE RATED AT MINUS 40' C
9. TRACER WIRE SHALL BE INSTAllED
OU TSlOE VALVE BOx AND BROUGH T
INTO UPPER SECTION THROUGH 13 mm
ROUND HCl.E AND LOOPED AT TOP
LOOP SHALL BE UINIUUM 450 mm IN LENGTH
10. TRACER WIRE SHALL BE: INS T ALLEO IN ALL
PV,c. AND c.P.P. t.4AIN LINE VALVE BOXES
11 CATHODIC PROTECTION, BONDING CABLE AND TRACER WIRE
SHAlL BE AS PER $-435, S-439
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ALL DIt.4ENSlONS IN t.4ILUt.4[TRES EXCEPT WHERE NOTED
OWG. DATE' 1991 11
REVlSlON NO. 14
REv. DATE: 2004 07
SCALE: N.lS.
mm GATE VALVE,
TRACER WIRE
OR CPP WATERMAIN
I
8-408
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'-JOINTS SHALL BE MECHANICAllY J
RES~NEO AS PER S-~33
CONCRETE BLOCK <
4t. HYDRANT
IT
<0 0
<0 0
'"
$
I
,
I
WRAP TRACER WIRE
ONCE AROUND
HYDRANT BARREL
TRACER WIRE COATED
7 STRANO 12 GAUGE
Tw7S. TWu7S OR
RW 90 XLPE WIRE
RATED AT N1NUS .O'C
19 mm CRUSHER RUN
lIMESTONE COMPACTED
TO 98X PROCTOR
DENSITY
CONCRErE BLOCK
200 x 200 x 300
I
NOTES
ATTACH TRACE W.RE
uP THROUGH SPlIT
RING AND FASTEN
",0
~'"
~~
""
I
/ FINISHED GRADE
;;~
o~
wOO
z<'>
:;;0
oow
WI
~w
w-
OZ
;;:
w
..w
I
e~
ADJUSTABLE VAlVE BOX SHAll 8(
SET flUSH WITH FINISHED GRAD(
lRACER ~S CONNECTED TOGETHER
USaNe A SPlIT BOlT , 10 CONNECTOR
SPur BOlT SHAll BE WRAPPED IN
ElECTRICAl PuTTY
150 mm
eve PIP{
L1tIN. 1000
150 x 150 II 300
19 mm CRUSHER RUN
lItA(STON[ COMPACTED
TO 98::C: PROCTOR
OENSlTY
N1N. 1500
1 JOINTS SHAll BE tAECHANfCAlHY RESTRAINED.
2 SHONG AS PER $--401
3. HYDRANT EXTENSIONS SHAll BE INSTAlLfD AT BOTTOM or BARREl.
4. ANCHOR TEE, VAlVE &- HYDRANT SHAlL BE COMPLETELY BACKflLLED
WITH 19 mm CRUSHER RUN lIMESTONE-
S If HYDRANT REQUlR[S ACCESS ACROSS (MTCH, INSTAlLATION SHAll
BE AS PER S-428.
6. TRACER WIRE COATEO, 7 STRANO. 12 GAuGE TW75. TWU75 OR
RW 90 XLPE WIRE RATED AT MINUS 40.C
7. TRACER WIRE SHAlL BE INSTALLED AT All HYDRANT LOCATIONS.
8. CATHODIC PROTECTION, BONDING CABlE AND TRACER WIRE SHAlL BE AS PER S-435, S-439.
ALL DIMENSIONS IN NILllMETRES EXCEPT WHERE NOTEO.
OWG. DATE 1978 03
REVlSlON NO' 11
REV, DATE' 2002 10
SCALE: N. T.S.
HYDRANT ASSEMBLY
WITH
WORKS DEPARD<ENT
MECHANICALLY RESTRAINED JOINTS
5-409
\F1NISHfO ROAD GRA()[
~f1NISHED GRADE
z
~
I
/
r CURB STOP lOCATIONS
AS PER $-445
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ROO
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COPPER SERvICE PIPE 7
TYP( 'K" /
XQ
~~
'- ~-
5.4 kg ZINC ANOO(
~ BRASS SERvICE GROUND ClAUP Cjw
TRACER WIRE CONNECTOR
SEE NOTE 4
TRACER WIRE COATED 7 STRANO,
12 GAUGE TW75. Twu75 OR RW 90 XlPE:
WIRE RATED AT MINUS 40'C
CORPORATION WAIN STOP
(WITH APPROVEO SADOlf)
NON FERROUS WM
WATERMAIN
\ ~..NESIUM
DE
~
I
i
FERROUS WM
(CRIMP END
or PIP(
I
MAX
150
1--.50 -l
I
50 mm x 150 mm x JOO mm
CEDAR BLOCK PlACEO
ON UNDISTURBED GROUND
I
r COPPER SERvICE f'l\PE
TYPE 'K'
I
CORPORATION MAIN STOP
(WITH APPROVED SADDLE)
FINISHED GRA()[
~~
~
EXISTING
WATERMAlN
CORPORATION t.tAlN STOP
(WITH APPROVED SADDLE)
SERVICES
LOWERING WATER
WOR1<S DEPARTMENT
19 mm AND 25
I
I
NOTES
I
t. THE WATER CONNECTION SHAll BE LAID FROM THE MAIN TO
150 mm BEYONO THE PROPERTY UNE, IN NEW SUBDIVISIONS ONLY
2. HORIZONTAL GOOSE NECK SHAlL BE USED WHEN COYER LESS
THAN 1700 mm.
3 WAT[RNAlN SHAlL BE TAPPED UNDER PRESSURE.
4. SERVICE GROUND CLAMPS AND SPUT BOLT SHAll BE
WRAPPED WITH RECTRICAl PUTTY.
5. ANODE SHALL BE PlACED AT LEAST '_0 m AWAY FROM THE SERviCE
AND AS ()[EP AS THE BOTTOM Of THE SER\I1CE.
6. ANOOC SHAlL 8E LOCATED 8ETWEEN THE MAIN STOP
AND CURB STOP
7. PLUMBING CONTRACTOR TO ROAOV( TAIL ~ECE AND
HOOK UP TO CuRB STOP
8 CATHODIC PROTECTION. BONDING CABLE AND TRACER WIRE
SHALL 8E AS PER S-.(35, S-.(39.
9 t.lINltJUM SEPARATION DISTANCE BETWEEN TAPPED COUPLINGS
SI-W...l BE LO m_
10. COUPLINGS SHAll NOT BE PfRt.tITTED BETWEEN THE
MAIN SToP AND THE CURB STOP WITHOUT PERMISSfON
OF THE REGION or DURHAM,
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mm
ALL DIMENSIONS IN MlLUMETRES EXCEPT WHERE NOTED
owe. OA TE - 1981 04
REVISION NO. 17
COPPER REV. DATE 200505
SCALE: N. T.S
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WATER SERVICE
8-410
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WORKS DEPARTMENT
SAOOLE_
PROPOSED WAT(RWAIN
MIN. 600
19 mm CORPORATION
SfRVtCE TEE
FLOW
---
NOTES
VAlVE: SHAll BE
OPERATED BY REGfONAL.
PERSONNEL ONLY
PROPOSED AND EXISTING WAT[RMAIN SHAll
BE.: TAPPED USING SERVICE SAOOl[
19 mm MAIN STOP SHAll BE
REM(N{O AND REPLACED
WITH A 19 mm BRASS PlUG
NTER TESTING HAS BEEN
COMPlETEO
COPPER COMPRESSION
JOtNT TO MAlE l.P.l.
COUPLING
1 TRENCH SHAlL BE UfT OPEN AND FENCED IN
ACCORDANCE WITH SAFETY REGULAHONS
2 INSULATION OF WAT[RMAlN BY-PASS REQUIRED
DURiNG FREEZING CONDlTIONS_
\ EXISTING WATERMA'N
MIN. 600
-SAOOU:
:;:
~~
19 mm TYPE -K-
COPPER
19 mm CURB STOP MAY E1E
OPERATEO BY THE CONTRACTOR
ALL QfMENSlONS IN MILllIrolETRES EXCEPT WHER~ NOl(O
OWG. DATC 1982 03
REVISION NO,: 5
REV DATC 2005 05
19 mm TEST POINT BY-PASS SCALENTS
8-429
TRENCH WIDTH
:':::'l'.f,'" ~ ~~. ;@J -~
m 98 % Of PROCTOR I .... ... . 0.0.
()(N$IlY. -1- 0-.
-r- .. . ,. "'N. JOel
75
SECTION A-A
HORIZONTAl DEA..ECTION
RESTRAINED JOINT DETAIl
AS PER 5-433
19 mm CRUSHER RUN
UMESTONE COMPACTED
TO 98 % or PROCTOR
DENSITY
TRENCH WIDTH I
I -L-
:....@.:.::;~
.. ... 150
'. --,-
ClEAR STONE FOUNDATION
AS REQUIRED
SEE: NOTE 3
I TRENCH IOOTH I
19 mm CRUSHER RUN
UN[STONf COMPACTED
T098XOf
PROCTOR OENSlTY
.......1
...~.... ..~ ..'N
. '. '0 0.0_
...".. 0::_.
~
SECTION C-C
UPWARD THRUST
.
SECTION B-B
DOWNWARD THRUST
VERTICAL DEFlECTION
NOTES
TABLE NO. 1
MINIMUM DIMENSION FOR
GRANULAR THRUST 8lOCKS
PIPE DIAMETER (~)
100&150 200 300 400
OEFL
ANGLE
1. All JOINTS [NCOUNTERED WfTHIN mE SPECIFlED
RESTRAINING LENGTH '\ ~ SHAll BE RESTRAINED
ON EACH SlOE or THE rml'fC.
2 GRANUlAR THRUST BLOCKS SHALL BE FULLY
EXTENDED AND CQt,tPACTEO AGAINST TRENCH WAllS.
3 IF THE BEARING CAPACITY or TRENCH BED
RESISTING DOWNWARD THRuST IS LESS THAN
100 KN/m2. CLEAR STONE FOUNDATION" SHAll
BE PROVIDEO AS DIRECTED BY THE ENGIN[[R.
4 WHEN rmlNGS ARE PARTIAllY OR FUllY [xPOSEO
UNO{R PRESSURE. All JQtNTS NUST BE RESTRAINED.
5. ALL r"lTTlNG JOINTS SHAlL BE RESTRAlN[O IN EARTH
FILL APPUCATIONS. JOINT RESTRAINTS ARE NOT REQUIRED
FOR STRAIGHT RUNS IN ENG1NEEREO flU APPllCAT1QNS
6 CATHODiC PROTECTION. BONDING CABlE AND TRACER WIRE
SHAlL BE AS PER S-'05, S-439.
11.25" 400 500 600 700
22's" 400 500 600 700
45. 450 550 650 750
9<r 600 700 850 950
TABLE NO. 2
r MINIMUM RESTRAINING LENGTH (m) .~ H ,
, ONG
VERTICAL. DEFLECTION HORIZONTAL
PIPE DOWNWARD THRUST UPWARD THRUST DEFLECTION
OIA
(mm) 11.25" 22S 4S' 11.25' 22S 45. 11.25" 22S 45. 90.
100&:150 IS 2.8 4.9 4.9 7.5 10.1 15 28 49 8'
200 20 J.7 6J 6J 96 13.1 2.0 J7 6.J 10.5
JOO 28 5.2 90 88 13.. 18.3 2.8 52 9.0 14.9
400 J6 67 11.6 11.2 17.2 23.7 J6 67 11.6 19.3
All (NM(NSlONS IN UILUwETR[S ExCEPT WHERE NOTED
owe. DATE- 1991 11
REVISION NO.: 5
REV. DATE' 2006 04
SCAlE: N.T.S.
JOINT RESTRAINING LENGTH
FOR PVC PIPE
(IN COMBINATION WITH GRANULAR THRUST BLOCK)
8-431
~s OEPAR1lolENT
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"," "to MAX. GRANUlAR THRUST BlOCK
19 mm CRUSHER RUN
600 liMESTONE: COMPACTED TO
98 X PROCTOR "OENSITY.
~
~
0 MECHANICAl JOINT CAP
~
~
<.>
z
w
'"
~
.,. .
,.111,,111 UNDISTURBED GROUND
---1,50 -=",
PLAN DEAD ENDS
","
GRANUlAR THRUST BLOCK
0>' 19 nwn CRUSHER RUN
00-
-~ UNESTON[ COMPACTED TO
98 % PROCTOR OENSnV.
300
.
300
~
~
"
0.0.
ELEVATION
" ..
.......
300
0.0
~"'i."
75
I
ELEVATION
RESTRAINED TEE
TREHCtI MOTH
WHERE PIPE IS TWO SIZES lARGER OR
MORE TO REOUCED PIPE.
i.e. 300 . TO 150 .
200 . TO 100 ..
PLAN
RESTRAINED REDUCER
"
'"
""
,.<rll!l
..
~:rfl
....
300
"C
GRANUlAR THRUST BLOCK
19 mm CRUSHER RUN
LIMESTONE CQt.4PACTED TO
98 X PROCTOR DENSITY.
;;!;
>,;
.. ~
. -,
0.0.
.
300
ELEVATION
PLUGGED CROSS
PLAN
NOTES
1. ALL JOINTS ENCOUNTERED WITHIN THE SPECIFIED
RESTRAINING lENGTH ""L - SHAll BE RESTRAINED FRO'"
nit nRST JOINT ON FHTING.
2. CRANULAR THRUST BLOCKS SHALL BE FULLY EXTENDED
AND COMPACTED A~NST TRENCH WAlLS, If TRENCH
WALL ARE SATURATED OR DISTURBED. SP(0Al DESIGN
fJETAllS OF THRUST RESTRAINT SHAll BE PROVIDED BY
THE ENGINEER roR REVIEW BY THE REGION.
J. GRANULAR THRUST BLOCKS SHAlL BE ENCLOSED WITH
FILTER fABRIC If GROUND WATER TABLE IS ABOVE THE
TRENCH BED OR IF GROUND WATER IS SEEPING
THROUGH TRENCH WALLS.
4. WHEN FiTTINGS ARE PARTIAlLY OR FULlY ExPOSED
UN()[R PRESSURE. All JOINTS UUST BE RESTRAINED.
S_ All FITTING JOINTS SHAlL BE RESTRAINED IN EARTH
flU APPlICATIONS_
6_CATHOOlC PROTECTION. BON()lNG CABLE AND TRACER
WIRE SHAll BE AS PER $-435. S-439
7_ All $IDES SHAll BE R(STRAlNEO f"OR IN UNE TEES
8. JOINT RESTRAINTS ARE NOT REQUIRED fOR STRAIGHT
RUNS IN ENGINEERED Fill APPLICATIONS.
PIPE Nl M USN. RESTRAINING
0lA. lENGTH (m)
100&:150 15.2
200 19.6
JOO 27.7
400 36.3
ALL DIMENSIONS IN MILlI~ETRES EXCEPT 'MiERE NOTED.
owe VA TE:: 1991 11
REVISION NO_: 8
REV_ DATf: 2006 04
SCAlE: N.I.S.
THRUST BLOCK FOR PVC WATERMAlNS
FOR HYDRANT RUNOUTS, TEES
AND DEAD ENDS
8-433
~
,;:J;~ ~(~~ ~
r ~ ~ r1~~ vf ~'J~~ b
~ -.;;;;;;;/ ( sfPrI'lf.-JIl- sf' . ))
~(( r1~ ~~~ ,. J
(( J. ~ ~'!t
5;f~' ((.)) /~
,;:J;l~ ~ r ~, ~~O CJ J
r v iff ,#'r;J1
,;"ilt-Z# ~)) J ,., ,9
r () :::~~, ~ () J
~ ~ AJ ~~~ ~
() 5(0 ~ 2J ;pi- vf ~rf '9:J1tf"c
pFiipO ~ ,. V
)) r,;:J;
J
~~
~tI~
1'}\
sf 0
~~,
NOTES jtt:~f J
1 ANODE SHAlL BE PlACED AT LEAST 1.0 m AWAY FROM
THE WATER SYSl[M APPuRTENANCES AND AS DEEP AS
THE BOTTOM OF THE APPURTENANCES UINlUUM DISTANCE
BETWEEN ANODES SHAll BE 1.0 m
2 _ AlL BONDING AHO ANODE CABLE CONNECTIONS SHAlL BE
THERMITE WELOED. AlL THERulTE WElD CONNECTIONS SHALL
8E COATED WITH AN APPROVEO COATING MATERiAl.
3. 6QNOING CABLE SHALL BE NO.6, SEVEN STRANO
COATED COPPER WIRE. CAQwELOm TO FITTINGS.
4. 5.4- kg ZINC ANOOE $HAU BE SUPPLIED AND INSTAllED IN
A MANNER APPROvED BY THE REGION FOR EVERY
1000 m OF TRACER WIRE INSTAlLED.
5. MAGNESIUM ANOOE CABLES SHAll BE BLUE AND
ZINC ANODE CABLES SHAlL BE WHITE
6. ONE 5.4-kg ZINC ANODE SHALL BE INSTAlLEO
ON EACH RESTRAINER
~ /'
~~?
(,-.J
()
~
11
()
~ ..#:\f
f'I"!'#' .
ctJ
)
,0
oPO~, ~
pf's'~ ~
C#~
j
~~~O
<If
.
~$~
~lf.
~l,.c
~,:;i!
()
() J
l~
i '9#011"
,
()
~~
rl'lf. ",'"
,1fl1l~'
pOS(OjO "'ii"
pf'O ~ifJ'
ALL DIMENSIONS IN t.AILUt.lETRES EXCEPT WHERE NOTED
DWG_ DATE: 1981 04
REVISION NO.: 6
REV. DATE: 2005 05
SCAL[: N.lS_
CATHODIC PROTECTION / BONDING
CABLE / TRACER WIRE
FOR PVC AND CPP WATERMAIN SYSTEMS
WORKS DEPAR~ENT
8-435
b
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I REHDER AVE.
_t~._ c-& _ t-€>
. !
I !
!
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,I FIRST lii i ST ri!
,.:1 w --. . .~-.-e-.
I ~, ~inu,
PROP. MH\ . I uJ 1 I I' I
MH-Q172 A-A\ L~ , 1 ~ rhU i
~UI=~L' 119- . . .~ ./ ::J,
il\ s. iI
. I \.MH-017J Ij) I
~ . i
I 1 1
J GONG. ST. Ji L .J i L ~i:
G.... G-t _t -. -. -. -e-. _t -. - -$-. -. *' - -.-
~ ~~ I~/ 1:1 N.T.S.
.
: ~~~",-~L~~~
I
I ,'------
.__ I I
I '
f- - - ~ _2Qo.rn'>:' i=~;:J I
I
f----~--~--Il I
I I
115 I I
I I
f------~--_Id L
f--~~ ---~--9
I I
- I I ;;;
" "
co~ ..ttD(Tl ~ .j V
000 -..--OJco9 -.,- v
I")v{f).....vvvz"....-
r-:".i - u-)-i~. "
...-...-0... a.....-.- .- D... Q... .-
"'-'-oo..--.-f.--oo .-
a::: 0:: a::::1l::
s:s:o...O(f){/}zQ...oz
J ~
~
!
!
T
!
! !
! t.
t ~ !
I \ 1
. \ t
t_.~ i
'~J .
",&-.~ :..;
I '1(/
!
!
~ STURROCK AVE.
. I
I
No'
ZI'-Wt()
<(.--..IN
I .
XI~~
W::;,.:-
,l
I I
I I
I I
I I
_ _ _ _ _'Qo..rn'>:' i=~D I
------~---, I
1~ II
l1R
l1R
11~
11~
I I
I I
I I
I I
I I
I I
I []Qo.'>:''!l.f;.L~Y__
I
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I
,r--~---
I
I
I
I b f--~--~~
f------~
115
I
f- - - _ 3~",-"'- ~L~Y--1
1-----------,
I I
;;; , I ;;;
114
114
SECTION A-A
SCALE:
HaRZ. 1: 250.
VERT. 1: sa
" "
cx)..- ..twO'> r.o .q: v
~~ui::~~ S?z:: ~
".q: . ..n..tlci. r--.:
.--.-- 0... Q.....,..-- .- 0... 0... .--
'--'--00..-.- ...-00.-
0:::0:::: a::: a:::
s:3:a...o(f)(f)zo...o z
SECTION B-B
SCALE:
HaRZ. 1: 250.
VERT. 1: 50.
PROJECT:
1 05123107
J.8. ISSUED FOR TENDER
ELGIN STREET
RECONSTRUCTION
CONTRACT No. CL2007-21
No DATE
BY
DRAWN BY
CHECKED BY:
DRAWING"
REPLACEMENT OF MH-0172
AT INTERSECTlON OF
ODELL ST. & PROSPECT ST.
BOWMANVILlE
Region of Durham
DESIGNED BY
APPROVED BY:
SCALE
DATE:
AS NOTED
MAY 2007
~
~.
>.~
~~
rr BURKE CT.
1
No'
2""-1",
<:("-~N
,hro
[:i::;ii':::
r'
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I '
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I I
: ~129~"'- ~L~Y__
r-------
--
s
..
~
o
ru
~
o
~
w
ru
,
o
~
ISSUES I REVISIONS
~
.
n
;;:
~
,
~
:<
,
o
o
~
~
ru
/
12-29600 r
/
g
~
~
ru
/
~
~
o
~
/
U
PROJECT No_ :
DRAWING No.
W-S-SK1
~
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-21
GEOTECHNICAL INVESTIGATION
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: I
I JOB NO.: 0610-S122 LOG OF BOREHOLE NO.: 1 FIGURE NO.: 1
JOB DESCRIPTION: Proposed Road Reconstruction
JOB LOCA TION: Elgin Street, Municipality Clarington METHOD OF BORING: Flight-Auger
DATE: November 28,2006
SAMPLES Shear Siren gth Atterberg Limits
-l
e X (kNlm2) X Wp WL ~
Elev. 50 100 150 200 :>
SOIL ~ I I ~
" , . .
DESCRIPTION OJ -l
Depth " 0 Penetration Resi e>::
.... en stance Water Content
" ::J III
(m) '6 " OJ -5 0 (blows/O.3m) 0 . (%) . !-<
~ :> 0. 10 30 50 70 90 5 15 25 35 45 <(
::J , " ~
Z !-< Z 0 , , , , ' , , . . .
123.4 Pavement Surface 0
U.u _ 200mm ASPHALTIC CONCRETE _ 11
1 AS -
l3~oomm GRANUlAR, Fill _ 1
2 00 41
122.6 SANDY SILT, Fill ,.'r EXISTING c:
0
occ..Jopsoil IndusionS- 00 47 l' STORM ~
Dense to very dense 3" INVERT C.
E
0
u
IV c:
4 00 100+ 0
c=-
O
2
11
5 00 100+
EXISTING
SANDY SILT, TIll SANITARY
INVERT
3
6 00 100+ -
a trace of gravel and day
ace. sand and sill seams and 4
layers, cobbles and boulders
4
7 00 100+
5
brown
----
grey
6 5
117.2 8 00 100+
tU END OF BOREHOLE
7
8
.
~ Soil Engineers Ltd.
I
JOB NO.: 0610-S122 LOG OF BOREHOLE NO.: 2 FIGURE NO.: 2
JOB DESCRIPTION: Proposed Road Reconstruction
JOB LOCA TION: Elgin Street. Municipality of Clarington METHOD OF BORING: Flight-Auger
DATE: November 28,2006
SAMPLES Sh ear Strength Atterberg Limits
-l
~ X (kNIm2) X Wp WL u.l
Elev. e 50 100 150 200 :>
SOIL ~ , I u.l
" -l
DESCRIPTION <U
Depth 0 r>::
... " <Il Penelra tion Resistance Water Content
., ::l u.l
(m) -e " <U oS 0 ( bIowsIO.3m) 0 . ('Yo) . ~
~ :> 3- 1.0 . 3? 50 70 90 5 15 25 35 45
::l . ~
Z .... Z Cl . . , .
123.5 Pavement Surface 0
O.U _ 215mm ASPHAL T1C CONCRETE _ 4 I
250mm GRANULAR, RII 1 AS - . I
- ~\\ 19
Brown 2 DO 10 ,Jr . "
122.6 SANDYSILT,~ 0
~
U.9 \. a trace oftopsoil - -
I 1 Q.
Very dense 3 DO 50 E
0
u
"
0
4 DO 56 (\ t:-
o
2
7
5 DO 62 b .
SANDYSILT,1i11
3 7
6 DO 100+ .
brown
---- 4
traces of gravel and clay grey
ace. sand and sill seams and EXISTING
layers. cobbles and boulders SANlTARV
" INVERT
7 DO 100+ I" ---
5
6 5
117.3 8 DO 100+
t;.~ END OF BOREHOLE
7
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JOB NO.: 0610-5122 LOG OF BOREHOLE NO.: 3 FIGURE NO.: 3
JOB DESCRIPTION: Proposed Road Reconslruclion
JOB LOCA TION: Elgin Street. Municipality of Oarington METHOD OF BORING: Flight-Auger
DA TE: November 28, 2006
SAMPLES Shear Strength Atlerberg Limits
....l
8' X (kNlm2) X Wp WL ILl
EIev. 50 100 150 200 >-
SOIL ~ I I ILl
u . . ...J
DESCRIPTION a;
Depth u 0 Pen elration Resistance Water Content ~
... '"
u " Ul
(m) -e u a; -S 0 (blowslO.3m) 0 . (%) . f-<
~ >- 0. 10 30 50 70 90 5 15 25 35 45 -<
" . u ~
Z f-< Z 0 . . . , . . . ,
122.9 Pavement Surface 0
0.0 _ 180mm ASPHALTIC CONCRETE
300mm GRANUlAR, Fill 1 f>S - .
- 7
Brown 2 DO 17 ( . "
.2
122.0 SANDY SILT, Fill G....f. EXlSnlG ;;
I~ Very dense - - ~ STORM l5.
3 DO 100+ 10 INVERT E
0
0
" "
4 DO 100+ 0
c:-
o
2
7
SANDY SILT, TIll 5 DO 100+
.
3
6 DO 100+
EXISTING
traces of gravel and clay SANITARY
Dec. sand and silt seams and INVERT
layers. cobbles and boulders 4
7
7 DO 100+
5
brown
----
grey
5
116.8 8 00 100+ 6
':>.1 END OF BOREHOLE
7
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~ Soil Engineers Ltd.
~ Soil Engineers Ltd.
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JOB NO.: 0610-5122 LOG OF BOREHOLE NO.: 4 FIGURE NO.: 4
JOB DESCRIPTION: Proposed Road Reconstruction
JOB LOCA TION: Elgin Street, Municipality Clarington METHOD OF BORING: Flight-Auger
DATE: November 28, 2006
SAMPLES Sh ear Strength Atterberg Limits
-l
~ X (kNIm2) X Wp WL ILl
Elev. e 100 150 200 >
SOIL ~ 50 I I ILl
" , , -l
DESCRIPTION al
Depth <> tion Resistance Water Content p::
... " '" Penetra
" ::l ILl
(m) S " al oS 0 ( bIowsIO.3m) 0 . (%) . ~
~ > go 10 30 50 70 90 5 15 25 35 45
::l ,
Z I-< Z 0 , , . .
122.1 Pavement Surface 0
0.0 _ 190mm ASPHALTIC CONCRETE 7 I
1 M; - . I
__ 360mm GRANULAR, Fill - 19
Brown 2 DO 12 c..r . c:
12+.:1 -SIL'F'I'-GlAY, FIII- - - - .2
0;
0.9 "a lrace oftopsoil J 1 7 EJQSllNG Q.
3 DO 56 In . STORM E
Very dense INVERT 0
silty sand till <>
7 c:
---- 0
4 DO 100+ . c:-
o
2
11
5 DO 100+
3 7
SANDY SILT, Till 6 00 100+ .
EXISTING
~,;
traces of gravel and clay 4
oce. sand and silt seams and
layers, cobbles and boulders 7
7 DO 100+ I"
5
brown
----
grey
6
115.9 8 DO 100+
IU END OF BOREHOLE
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JOB NO.: 0610-5122 LOG OF BOREHOLE NO.: 5 FIGURE NO.: 5
JOB DESCRIPTION: Proposed Road Reconstruction
JOB LOCA TION: Elgin Street, Municipality Clarington METHOD OF BORING: Flight-Auger
DATE: November 28, 2006
SAMPLES Shear Strength Atteroerg Limits
...:l
a x (kN/m2) X Wp WL Ul
Elev. 50 100 150 200 :>
SOIL ~ I I Ul
" . ..
- ...:l
DESCRIPTION '"
Depth " 0 Penetration Resi Water Content ~
... '" stance
" " Ul
(m) 'S " <<l ;!3 0 (blows/O.3m) 0 . (%) . f-o
~ >- g- 10 30 50 70 90 5 15 25 35 45 ~
" ,
Z 1-< Z Cl . . . . . . .
121.0 Pavement Surface 0
U.U 200mm ASPHAlTIC CONCRETE 3 I
r- . I
1 AS .
360mm GRANUALR. Fill - 19
IBrown 2 00 12 <.... ) lei c
120.2 ~= 0
- SIt:'IY CLA V;1'ill- - - ~ - - ! ""
U.l> ..
1\ with topsoil inclusions weathered 1 21-~ INVERT 0.
Brown, stiff to hard 3 00 16 E
- - 0
0
SilTY CLAY, Till c
sandy, a trace of gravel 11 0
ace. sand and sill seams and 4 00 57 Ie ?:
0
118.9 layet'S. cobbles and bouldet'S 2
L.l Very dense
5 00 100+
3 EXISTING
SANITARY
6 00 100+ . INVERT
SANOY SilT, Till
brown 4
----
grey
traces of gravel and clay 4
occ. sand and sill seams and 7 00 100+
layers. cobbles and boulders
5
. 6 "
114.8 8 DO 100+ ~
b.L END OF BOREHOLE
7
8
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~ Soil Engineers Lid.
JOB NO.: 0610-5122 LOG OF BOREHOLE NO.: 6 FIGURE NO.: 6
JOB DESCRIPTION: Proposed Road Reconstruction
JOB LOCA TION: Elgin Street, Municipality of Clarington METHOD OF BORING: Flight-Auger
DATE: November 28, 2006
SAMPLES Shear Strength Alterberg Limits
-l
~ X (kNIm2) X Wp WL u:l
Elev. e 50 100 150 200 >-
SOIL ~ I I u:l
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DESCRIPTION '"
Depth " Water Conlent ~
.. " CIl Penelrali on Resistance
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;::l , " ;:;::
Z E-< Z Cl
119.8 Pavement Surface 0
u.u _ 200mm ASPHAlTIC CONCRElE ~ I I I I
1 AS - . I I I I
360mm GRANULAR, RII 21 !~
- - 2 00 11 ,.T ST <:
-Brown, stiff to hard - - INVERT 0
weathered 1i
--- I 1 a.
3 00 18 r E
0
SILTY CLAY, Till "
<:
11 0
4 00 90 i':'
sandy, a trace of gravel c
ace. sand and sUI seams and 2
layers, cobbles and boulders 1
5 00 100+ .
117.1 EJOSTlNG
~~
l.f Very dense
3
6 00 100+
SANDY SILT, Till brown
---- 4
grey
traces of gravel and clay 7 00 100+
occ. sand and sitt seams and 5
layers, cobbles and boulders
6 5
113.6 8 00 100+
o.l END OF BOREHOLE
7
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JOB NO.: 0610-5122 LOG OF BOREHOLE NO.: 7
JOB DESCRIPTION: Proposed Road Reconstruction
JOB LOCATION: Elgin Street, MunicipaUtyClaringlon
FIGURE NO.: 7
METHOD OF BORING: Flight-Auger
DATE: November 28,2006
SAMPLES Shear Strength Atterberg Limits
...:i
~ X (kNlm2) X Wp WL tIl
Elev. e 50 100 150 200 :>
SOIL ~ I I tIl
" . .
DESCRIPTION -.l ...:i
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... Vl
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(m) -S " .. .s 0 (bIowsIO.3m) 0 . (%) . E-<
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" , " is
z E-< Z Cl , . , , , . , , ,
118.4 Pavement Surface 0
U.u t- 165mm ASPHALTIC CONCRETE ? I I
1 /oS - . - I I
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2 DO 14 ....... P ,- STORM c:
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0
c:
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4 DO 42 I. 2:-
a
2
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occ. sand and silt seams and 14
layers, cobbles and boulders 5 00 63 b
115.5
L.ll Very dense 3
6 00 100+
4
SANDY SILT, Till
7 00 100+
5
traces of gravel and clay brown
occ. sand and silt seams and ----
layers, cobbles and boulders grey
6
112.2 8 00 100+
V.L END OF BOREHOLE
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-21
OPS GENERAL CONDmONS OF CONTRACT
(September 1999)
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ONTARIO PROVINCIAL STANDARDS
FOR
ROADS AND PUBLIC WORKS
GENERAL CONDITIONS OF CONTRACT
SEPTEMBER 1999
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GENERAL CONDITIONS OF CONTRACT
TIIbIe of Contents
SECTION GC 1.0 -INTERPRETATION
GC 1.01 Captions................................................................................................................... 1
GC 1.02 Abbrevialions........................................................................................................... 1
GC 1.03 Gender and SIngular Rererences............................................................................ 1
GC 1.04 Definitions................................................................................................................ 1
GC 1.05 SUbstantial Perforrnance......................................................................................... 5
GC 1.06 Complelion...............................................................................................................6
GC 1.07 Final Acceptance..................................................................................................... 6
GC 1.08 In\'eI'pletation of Certain Words ............................................................................... 6
SEcnON GC 2.0 - CONTRACT DOCUMENTS
GC 2.01 Reliance on COnlrac:t Documents............................................................................ 7
GC 2.02 Order of Precedence ............................................................................................... 7
SEcnON GC 3.0 - ADMINISTRATION OF THE CONTRACT
GC 3.01 Contract AdminislJalDr's Authority ........................................................................... 8
GC 3.02 Woridng DrawIngs ................................................................................................;.. 9
GC 3.03 Right of the Contract AdministndDr to Modify Methods and Equipment................. 9
GC 3.04 Emergency Slluations............................................................................................ 10
GC 3.05 Layout....................................................................................................................10
GC 3.06 Woridng Nea......................................................................................................... 10
GC 3.07 ExlensIon of Contract Time ................................................................................... 10
GC 3.08 OeIays.................................................................................................................... 11
GC 3.09 Assignment of Contract......................................................................................... 11
GC 3.10 5ubconlnIcting by the Cu.drador .......................................................................... 11
GC 3.11 Changes ................................................................................................................12
GC 3.11.01 Changes in the Work............................................................................................. 12
GC 3.11.02 Extra Work.............................................................................................................12
ops o..-weo. <:I' IU'Conlr8ct- 'II Il _ tllllll
T..... 0# CanlInIIl-1
GC 3.11.03 AddilionaI Work ..................................................................................................... 12 -
GC 3.12 Nolioes................................................................................................................... 12
GC 3.13 Use and Occupancy of the Work Prior to Substantial Per1onnanoe ..................... 13
GC 3.14 Claims, Negotiations. Mediation..........................................,................................. 13
GC 3.14.01 Continuance of the Work....................................................................................... 13
GC 3.14.02 ReconI Keeping..................................................................................................... 13
GC 3.14.03 Claims Procedure .................................................................................................. 13
GG..3.14.04 NegoliaIions........................................................................................................... 14
GC.;3.14.05 Mediation ............................................................................................................... 14
GC 3.14.06 Paymenl................................................................................................................ 14
GC 3.14.07 Rights of Both Parties............................................................................................ 1 5
GC 3.15 Engineering ArbibClIiun ........................................................................................... 15
GC 3.15.01 Condilioris for Engineering Arbllralion................................................................... 15
GC 3.15.02 Arbitration Procedure............................................................................................. 15
GC 3.15.03 Appointment of Arbilrator.......................................................................................15
GC 3.15.04 Cosls...................................................................................................................... 16
GC 3.15.05 The Decision..........................................................................................................16
GC 3.16 Archaeological Finds ............................................................................................. 16
SECTION GC 4.0 - OWNER'S RESPONSIBILITIES AND RIGHTS
GC 4.01 WorkIng Area......................................................................................................... 17
GC 4.02 Approvals and Permits .......................................................................................... 17
GC 4.03 Management and Disposition of Materials ............................................................ 17
GC 4.04 Construclion Affecting Railway Property .............:..............................................:.. 18
GC 4.05 Default by the Contractor....................................................................................... 18
GC 4.06 Notification of Default ............................................................................................ 18
GC 4.07 Contractor's Right to Correct a Default.................................................................. 18
GC 4.08 OwneI's Right to Correct Default........................................................................... 18
GC 4.09 Tennination of Contractor's Right to Continue the Work....................................... 18
T_oI~.1
OP$~CoII11I'..of~.S.pl._.1_
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00 4.10
GC 4.11
004.12
004.13
FIIllIl payment to COOlractor.................................................................................. 19
Tenninalion of the Contract...................................................................... ............. 19
Continuation of Coolb....liol's 0bIigali0ns............................................................... 19
Use of PerformanCe Bond ..................................................................................... 19
00 5.01
SECTION GC 5.0 -MATERIAL
00 5.02
00 5.03
00 5.04
00 5.05
00 5.05.01
00 5.05.02
SUpply of Material.................................................................................................. 20
Quality of MaIeriaI.................................................................................................. 20
Rejected Materiel................................................................................................... 20
5ubstituticns .......................................................................................................... 20
Owner SUpplied Material................................................................................~...... 21
Ordering of Excess MaleriaI..................................................................................21
SECTION 00 6.0 -INSURANCE, PROTECTION AND DAMAGE
Care of Material.....................................................................................................21
GC 6.01
00 6.02
00 6.03
GC 6.03.01
GC 6.03.02
00 6.03.03
00 6.03.04
00 6.03.05
00 6.03.05.01
00 6.03.05.02
00 6.03.05.03
00 6.03.05.b4
GC 6.03.06
00 6.03.07
00 6.04
Plolection of Work, Persons and Property............................................................ 23
Indemnification ...................................................................................................... 23
ConIractDI's IRSlI'llnoe...........................................................................................24
General..................................................................................................................24
General UabiIity Insurance.................................................................................... 24
AulDmobiIe Llability 11lSUI'lIOCe............................................................................... 24
Aircraft anc:l Watelaaft Liability 1nsur.Jnoe....................,........................................ 25
Property anc:l Boiler Insurance............................................................................... 25
Property Insurance ................................................................................................ 25
Boiler Insurance..................................................................................................... 25
Use anc:I Occupancy of the Work Prior to ~........................................... 25
Payment for Loss or Damage..............................:................................................. 26
ContraclDr's EquIpment Insurance ........................................................................ 26
IIlSUI'lIOCe Requftmenls and DuratIon.................................................................. 26
BondIng..................................................................................................................27
SECTION GC 7.0 _ CONTRACTOR'S RESPONSlBIUTIES AND CONTROL OF THE WORK
00 7.01
General...................................................................................................................28
T....'" ConIII* - .
opso..-c...odIIIoo""'(:onlnICt-.'~1 ...,-
GC 7.02
GC 7.03
GC 7.04
GC 7.05
GC 7.06
GC 7.07
GC 7.08
GC 7.09
GC7.10
GC7.11
GC 7.12
GC 7.13
GC7.14
GC 7.15
Layout.................................................................................................................... 29
Damage by Vehicles or Other Equipment............................................................. 30
Excess Loading of Motor Vehicles ........................................................................ 30
Condition of the Working Area............................................................................... 30
Maintaining Roadways and Delours...................................................................... 30
Access 10 Properties Adjoining the Work and Interruption of Utility Services....... 31
Approvals and Pennils ..........................................................................................31
Suspension of Work .............................................................................................. 32
ContracIoI's Right 10 Stop the Work or TennInate the ConlIact............................ 32
Notice& by the Contractor .................:....................................................................32
Obstructions........................................................................................................... 33
Umilalions of Operations.......................................................................................33
Cleaning Up Before Acceptance ........................................................................... 33
Wananty ................................................................................................................33
SEcnON GC 8.0. MEASUREMENT AND PAYMENT
GC 8.01
GC 8.01.01
GC 8.01.02
GC 8.02
GC 8.02.01
GC 8.02.02
GC 8.02.03
GC 8.02.03.01
GC 8.02.03.02
GC 8.02.03.03
GC 8.02.03.04
GC 8.02.03.05
GC 8.02.03.06
GC 8.02.03.07
GC 8.02.03.08
GC 8.02.03.09
GC 8.02.03.10
GC 8.02.03.11
T....of~.1v
Measurement.........................................................................................................35
Quantilies...............................................................................................................35
Variations in Tender Quantities ............................................................................. 35
Paymenl................................................................................................................ 35
Price forWork........................................................................................................ 35
Advance Payments for Material......................................................!...................... 36
CertlIication and Payment ..................................................................................... 36
Progress Payment Certllicate................................................................................ 36
Certification of Subconbact Completion.............:.................................................. 37
Subcontlact Statutory Holdback Release Certificate and Payment...................... 37
Certification of Substantial PeIformance............................................................... 37
Substantial Performance Payment and SUbstantial PeIformance Statutory
Holdback Release Payment Certificates............................................................... 38
Certification of Completion ....................................................................................38
Completion Payment and Completion Statutory Holdback Release
Payment CertIficates ....................................................... ....................... ............... 39
Interest.................................................................................................. ................. 39
Interest for Late Payment......................................................................................39
Interest for Negotiations and Claims ..................................................................... 40
0wneI's Set-otf .................. ............................... .................................................... 40
OPSa.ner.lCoo lIlI,naofCclnlqd.Sepee..lbeo 1_
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GC 8.02.03.12 Delay in Payment ..................................................................................................40
GC 8.02.04 Payment on a Tme and MalIeriaI Basis.............................................;................... 40
GO 8.02.04.01 Defiooilions....................................................................................................... ....... 40
GC 8.02.04.02 Daily WOrk Records...............................................................................................41
GC 8.02.04.03 Payment forWOrk.................................................................................................. 41
GC 8.02.04.04 Payment for Labour ..............................................................;................................42
GO 8.02.04.05 Payment for MalerlaI.............................................................................................42
GO 8.02.04.06 Payment for Equipment.........................................................................................42
GC 8.02.04.06.01 Working Tine ........................................................................................................42.
GO 8.02.04.06.02 5Iandby Tme .........................................................................................................42
GC 8.02.04.07 Payment for Hand Tools..............................A........................................................43
GC 8.02.04.08 Payment forWolk by Sub..u.dl~.................................................................... 43
GC 8.02.04.09 Submission of Invoices..........................................................................................43
GO 8.02.05
GO 8.02.06
GO 8.02.07
GO 8.02.08
GC 8.02.09
Final Acceplance CeI1ifIC8\e..............................................._............................... 43
Payment ofWOlkers...........................................................:..................................44
Records .................................................................................................................44
Taxes and Outies...................................................................................................44
.Uquidated Damages....................................................,.........................................45
OPS GeMr.a eo.ldIlIoM ct ecnr.ct. I .' ....... 1..
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GC 1.01
Ontario PIOYincIaI Stand.-ds
for
Ro8ds and Public Worb
lhp1emlJer 1_
GENERAL CONDITIONS OF CONTRACT
SECTION GC 1.0 ~ INTERPRETATION
Captions
.01 The captions appearing in these General Conditions have been inserted as a malIer of CClI'I\IeI1ienc .
and for ease of reference only and in no way define. limit or enlarge the scope or meaning of the
GenelaI Cond"Ilions or any provision hereof.
GC1.o2
AbbrevIations
.01 The abbreviationS on the left be'- are commonly found in the ConIract Documents and represent
the organizations and phrases Iisled on the right
"AASHTO"
"ANSI"
"ASTM"
"AWG"
"AVVWA"
"CESA"
"CGSB"
"CSA"
"CWB"
"oe-
"MOE"
"MTC"
"MTO"
"MUTCO"
"OPS"
-"OPSO"
"OPSS"
"PEC"
"SAE"
"SSPC"
"UL"
"ULC"
GC 1.G3
- American 'ssocIalIon of Slate Highway Tran....o.lalion 0fIiciaIs
- American National SIandarcls InsIilute
- American Society for Testing and Materials
- Arr.el'lcan WIre Gauge
- American Water Works AssOOalion
- Canadian Engineering Slandards AssociaIion
- Canadian General Standards Board
- Canadian Standards Associalioh
- Canadian Welding Bureau
General CondilioIlS
- Ministry of the Environment (Ontario)
- Ministry of Transportation (Ontario)
- Ministry ofTI8I.......b.l~ (Ontario)
- Manual of Uniform TraIfic ConlroI Devices. pubflShed by MTO
- Ontario Provincial standard
- Ontario Provincial Slandanf Drawing
- Ontario Provincial Standllrd SpecIlicalion
- PI Dfe 5 5io.,.1 Engineers Ontario
- SocIety of AuIomolive Engil_
- StrucbnI Steel PeintIng Council
- UnderwrilBrs Laboratories
- lJnderwrfters Laboratories Canada
Gender and 8lnguIar References
.01 References to the masculine or singular throughout the ConIract Documenls shaH 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 foIowing defii';IIions apply:
Actual ~ __ the field IIIMllIII'efIl8 of that quantity within the appI'O'Jed Iimlts of the
Work.
ops_eo.'-":-.afConncl-ll .' __,.
P8gal
Additional Work: means work not provided for. in the Contract and not considered by the Contract
AdministratDr to be essential to the satisfactoIy COI uplelion of the Conlract within its Intended scope.
Base: means a layer of material of specified type and thiclcness placed immediately below the pavement,
driving surface, finished grade, curb and gutler, or sidewalk.
CertIficate of Subcontract Completion: means the certifK.e issued by the Contract Administrator in
accordance with clause GC 8.02.03.02, Certification of Subcontract Completion.
CertIficate of Substantial Performance: means the cettifi<.att. issued by the Contract Administrator at
Substantial Perfonnance.
Change Dinctive: means any written Instruction signed by the Owner, or by the Contract Adminillib dlut.
where~.so authorized, directing that a Change in the Work or Extra Work be perfonned.
~.
Change In the Work: means the deletion, extension, Increase, decrease or alteration of Ones, grades,
dimensions, quantities, methods, drawings, substantial changes In geotechnica~ subsurface, surface or
other conditions, changes in the character of the Work to be done or materials of the Work or part thereof,
.within!lt\e 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, coverlng contingencies, a Change in the Work, Extra
Work, Additional Work and changed subsurface conditions, and eslabIishIng the basis for payment and the
time allowed for the adjustment of the Contract Tme.
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 Conbador who executes the Contract.
Contract: means the undertaking by the Owner and the Conlraclor to perform their respective duties,
responsibilities and obligations as presaibed in the Contract Documents.
Contract Administrator: means the person, partnership or corporation designated by the OWner to be
the Owner's representative for the purpcses of the Contract.
Contract Documents: mean the executed Agreement between the Owner and the Contractor, the
Tender, the General Conditions of Contract, the Supplemenlal 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 Conlract 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 other reports and information provided by the Owner for the Work, and without
limiting the generality thereof, may indude soil pt'OfiIes, foundation inwstigation reports, reinforcing steel
schedules, aggregate sources Hsts, Quantity Sheets, cross sections and standard drawings.
Contract nme: means the time stipulated In the Contract Documents for Substantial Performance of the
Work, induding any extension of Contract nme made pursuant to the Conlract Documents.
Contractor: means the person, partnership or corporation undet1aking the Work as identified in the
Agreement
Controlling Operation: means any component of the Work, which, If delayed, wilt delay the completion of
the Work.
PoIge 2
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Cost Plus: See "Tme and ,. .~ - i&I".
cut-otf Date: .-the dale up to which payment wiD be made for work peIformeci
Dally Work RKords: mean daily Records detailing the number and .~ies of workers and hours
WOlKed or 011 standby; types and quantities of Equipment and number of hours in use or 011 standby; and
descliption and quantities of MIiIl!riaI utilized.
Day: means a calendar day.
DrawIngs: or Plans: mean any Contract Olawings or Contract Plans or any Worklng Drawings or
Worklng Plans, or any reproductions of drawings or plans pertaining to the Work.
equipment m-. aI machinery and equipment used b' preparing, fabricating, conveying or erecting
the Work and normally .~lerred to as ~ machinery and-equipment.
EstImate: means. cak:uIatibn oflheqUanlily or'tos(-of.the'Work~iWepending 011 theconlexl
Extra Work: means work not provided for in the Contract as8W8Rledbut considered by the Contract
Adminislrator to be- essenlI81 to the '&atisfadDlycompletion of theCollllact wilhit lis intended scope,
incIucfmg unanticipated work required to comply with 1eglsIatiol, and reguIIlionswhich affect the Work.
Final AccepI8_ CertIficat8: means the cerIIIialIIe isSUed by the Contract Administrator at FInal
AccepIance of the Work.
F1nall)etallecl Stid8ment: means a complete evalUation prepared by the ConIIact AdmiI...... showing
the quantities. unit prices and final dollar amounts of aI items of work cornpIelecI under the ConIract.
including Vlllialions in tender items and Extra Work, aU as set ouI in the same general form as the monthly
estimates.
Force Account: See-nme and MatllrW'.
Geotechnical Report: means a report or other illfonnalion identifying soil, rock and ground water
. oonditions-in-the area of &IfI'/ proposed elCClI'odtion or fiR.
Grade: ITI8MS the required ....ation of that part of the work.
Hand Tools: means 1DoIs that _ COh.monly called tools or.impIemenlsof.the trade and include smaR
power tools.
High_y: means a COIllIIIOh and public highway any part of which is ineended for or used by the general
public for the passage of vehicles and includes the area between the IaIIllral pnlpllIty llnalhereof.
Lump Sum Item: means a tender item indk.alio.g a portion of the WOIk b' which paymenl will be made at
a single eendered price. Payment is' not based 011 a measured quantity: aIlhough a qu8ntily may be given
in the Contract Documents.
Major Item: means any tender item that has a value, calculated 011 the basis of lis aclUal or estimated
tender quanllty, whichever is the larger, multiplied by Is tender unit price, which is equal or ~ than
the lesserof,
a) $100.000. or
b) 5% of the total tender value calculated 011 the basis of the tolal of aU the estimated tender
qu8llIilias and the tender unit prices.
Material: meane 1.18terlaI. machinery, equipmant and fixlules forming part of the Work.
OPSGenllWCoo1lll'o .aI~.I...IlIb.r1_
"-3
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
concrete, hydraulic cement concrete - PorUand cement COIlG...b:, or plant or road mixed mulch.
Perfonnance Bond: means the type of security fumiahed to the Owner to guarantee completion of the
Work in lICCOIdance with the Contract and to the extent provided in the bone!.
Plan Quantity: means that quantity as computed from within the boundary lines of the WO/l( as shown in
the Contract Documents.
,'~
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.
Rate'1:If Interest means the rate detennined by the Minister of Finance of Ontario and issued by, and
availail!e from, the Owner.
....'...;,~.
Records: mean any books, payrolls, accounts or other information which Illlate to the Work or any
Change in the WO/l( or claims arising lhetefrom.
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 wearing surface and the top
inside edge of the dill:h or fill slope.
Special Provisions: mean special directions containing requirements peculiar to the Work.
Standard Specification: means a standard pracIice required and stipulated by the Owner for
performanoeoftheWork.
Subbase: means a layer of material of specified type and thickness between the Subgrade and the Base.
Subcontractor: means e person, partnership or COIpOflIlion undertaking the execution of a part of the
Work by virtue of an agreement with the COIIl1 acto..
'"'b'
Subgnde: means the earth or rock surface, whether in cut or fill, as prepared to support the Base,
Subbase and Pavement
~
SUbsurt8ce Report: means a report or other infonnation identifying the location of utiities, conoealed and
adjec:ent structures and physical obstructions which fall within the infIuenoe of the Work.
Superintendent: means the Contractor's authorized represenlative in responsible charge of the Work.
Surety: means the person, partnership or COIpOflIlion, other than the Contractor, licensed in Ontario to
transact business under the 1/l8Uf8fIC8 Act, R.S.O. 1990, c.1.8, as amended, executing a bond provided by
the Contractor.
nnder:' means an offer in writing from the Contractor, submitted in the format prescribed by the Owner,
to complete the Work.
Time and Material: means costs calculated according to clause GC 8.02.04, Payment on a Tnne and
Material Basis. Where "Cost Plus" and "force Account" 818 used they shan have the same meaning.
P8ge 4
OPSGelleNICO"d.Ioo."'~.~1_
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Utility: n-. lIfl aboveground Of undergrol.Ild facility maintained by a municipaIIly. public lIIilItr 8Jlhorily
Of lWgIolated aulhorily and indude5 services such as IMtIdlawf _, slllm1 sawer, waler, e1e;t,k., gas, 011.
steam. dala1ransmiSSion.1eIephone and cable telellision.
Warranty PerIod: means the period of 12 months from the dale of Substantial PbroulIance Of such
Jonger period as may be specified for certain MaterIals Of some Of aft of the WOrk. Where a dale of
Substantial Perfonnanc:e is not established, the WamInly Period shaI c:omrnenoe on the dale of
Completion.
Work: means the total c:onslruCtion and related services required by the Conlrac:t Documents.
Wortdng Araa: means' aft the lands and 'easements owned Of acquired by the owner for the.~
of the WOrk.
Working Day: means any Day,
a) except SaluIdays, SUndays and statutory holidays;
. b)' except a'Dliyasllet8mllilecl'b)l1heConlrirc:l'AdmiloMlalDo';'OIl"WlliCh IheOo......k....prevented by
. . ilClemiBntlll siltier Of conditions resulting i....edialely 1h....~.oo~. ~..... praceeding'Wllh'a--ControlIing
.Opeialiorl.... Fcirthe pUrpceesof this definition, this will be a Daycluringwhic:lrthe Coldrac:torcannot
proceed wIlIl at least 60% of the normal labour and equipment force "eIrec:liveIy engaged on the
COntrolling Operation for at least 5 hour$;
c) except a Day on which the C"..tlac:lDr ispnwented from proceeding wIlIl a eu..olIing Operation, as
dlltllnnil8cl by the Conlrac:t Admilistralllr by reason of,
t any breach of the Contract by the owner Of If such prevention is due to the owner, another
"",tLac:lDr hired by the Owner, Of an employee of any one of them, Of by anyone else acting on
behalf of the Owner. .
ft. on-deliveIy of OWner-supplied materials,
Iii. any cause beyond the reasonable c:ontroI of the ContraclDr which ClIfl be subslanIiated by the
COIltrac:lDr to the satisfaclion of the Conlrac:t Administralor.
WorkIngDrawlngs: Of "'''olldllg PIans:' means any Drawings Of Plans prepared by.the CotdlactOl for the
execution of the Work and may, wilhout iimiling the generality thereof, inc:Iude faIsework plans. Roadway
prolec:tion plans. shop drawings. shop plans Of eredion diagrams.
Be 1.05
Substantial Perronnance
.01 The Work is subslanlially performed,
a) whelI the Work to be performed under the Contract Of a substaldiallllllt:thereofisftl8dy for use
Of is being used for the pwpose intended; and
b) whelI the Work to be performed uncIertheContractiS'1:IIp8bIe'of oomplalion.Of, where there is II
known cIereol. the cost of c:orrec:tiol~ is not more than
t 3% of the finIt $500,000 of the Conlrac:t priCe,
iL 2% of the next $500,000 of the Conlrac:t price, and
ii. 1 % of the baIanc:e of the Contract price.
.02 FOf the pwposes of this Contract. where the Work Of a substantial pert lI1ereof is ready for use Of is
being used for the pwposes intended and the remainder of the Work ClIflnot be compleled
expeditiously for 'nsallS beyond the oontroI of the Coubadllr Of, where the Owner and the
eu. III -.IuI agree not to complete the Work expeditiously, the priCe of the services Of materials
remaining to be supplied and required to complete the Work shaI be deducted from the Coldract
priCe in datermlning Substantial Pelionnanc:e.
opso.n..r~ -. II of CGllInICl. 'L. 1 ......1_
"'5
GC 1.0&
Completion
.01 The Wor1t shaI be deemed to be compIeled and services or Materials shaH be deemed to be last
supplied In the Work when the price 01 completion, corredion of a known defect or last supply is not
more than the lesser 01,
a) 1 % Or the Contract price; or
b) $1,000.
GC 1.07
F"ma1 Acceptance
.01 Final Acceptance shall be deemed to occur when the Co..b....t 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 Co'lb.....tuts nhIlgations under the Contract.
GC 1.oa
Interpl et6tion of Certain Words
.01J]1e words "acceplable", "approval", "authorized", "considered ne<:essaly", "directed", "required",
..::.:~, or words of like import, shaH mean approvaJ of, directed, required, conside!ed
- - necessary or authorized by and acceptable or s.li~ to the Contract Admildlibdb,,( unless the
oontext clearly indicates otheIwise.
...."'.,:..,..
Pege 6
OPS 0..- Coo..... fifCalftct. $e, II ,lb.,( 1889
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SECTION GC 2.0 -CONTRACT OOCUnrUTS
GC 2.01
RIIIIance on c......~ DocluIlllnls
.01 The OWner~.lhat the informalIon furnished in the Contract Documenls can be relied upon with
the following IImiIalioIIS or el(CeplionlJ!
a) The IoaIlion of aU malnlille londb.ll'wnd u\IiIies which will affect the Work will be shown to a
tolerance of:
i. 1 m horiDlntal and
Ii. 0.3 m vertical
b) The Owner does not ""aullt.l ide.",etatioo1s of dale or Opilliolls expressed in any Subsurface
Report a~_1IldJIe for the perusal of the Cu.dl....ka. and exduded from the Contract Documents; and
c) Other ill.....llIlioI. specifically exclllded from this wananty.
GC 2.02
Order of Precedenc:e
.01 In the event of any inconsistency or contIict in the conIenls of the folloWIng documents, such
documents shall lake precedence and govern in the following onler.
a) Agreement
b) Addenda
c) SpeclaI Provisions
d) Contract Drawings
e) Standard SpeciIications
f) Tender
g) SUpplemehtal General ConditIons
h) General Conditions
i) Worlcing Drawings
Later dates shall govern wilhIn each of the above ca.ll!gories of documents.
.02 In the event of any oOllflict among or inconsistency in the informalion shown on Drawings, the
following rules shall apply:
a) Dimensions shown in figures on a'Drawing shall govern where they differ from dimensions soaIed
from the same 4.../.;lg;
b) Drawings of IaIger soaIe shall govern over those of smaller scale;
c) Detded Drawings shall govern over ganeraI Drawings; and
d) Drawings of a Ial8r dale shall govem over those of an eIII1ier date in the same series.
.03 In the event of any oo.dIct in the oonIenls of S1andard Specllicalloll& the following order of
precedellCe shall govern:
a) Ontario Provincial Standard SpeclllcalIons; than
b) Other Standald Specific;aIions, such as those produced by CSA, CGSB,. ASTM and ANSI, and
referenced in the Ontario Provincial S1andard SpecIficatioIlS.
.04 The Contract 00cumenIs are oomplan"lllhlaly, and what is required by any one shall be as binding as
if required by aI. .'
OPS GeneniI 011 IInlu' Cannct. Ilrl "* 1..
"'7
GC 3.G1
SECTION GC 3.0 - ADMINISTRATlONOF THE CONTRACT
Contract AdminIstrator's Authority
.01 The Contract Adminlslrator will be the OwneI's represehlative during COIlslnlclion and until the
issuance of the Completion Certificate or the issuance of the FUlal Acceplance Certificate whichever
is later. All insllUclions to the Contractor including inslruclions from the Owner will be issued by the
Contract Adminisbator. The Contract Administrator will have the authority to act on behalf of the
Owner only to the extent provided in the Contract Documents.
.02 AU claims, disputes and other matters in question relating to the peIformance and the quality of the
WOIk or the ;. 'leiptelation of the Contract Documents shaD be referred to the Contract Administrator.
.03 The Contract Administrator will inspect the Work for ils conformity with the plans and specifications,
aJ:!d 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
,~mp sum price <:ollb....L
.--~. -
.04 "The Contract Adminisbator will determine the amounts owing to the Contractor under the Contract
and will issue certiIicates for payment in such amounts as provided for In Sedion GC 8.0.
Measurement and Payment
.05 The Contract Adminlslrator will with reasonable promptness review and take appropriate action upon
the COt drac:lo(s submissions such as shop drawings. product data. and samples in ac:cordance with
the Contract Documents.
.06 The Contract Administrator will investigate .. allegations of a change in the character of the Work
made by the Contractor and issue appropriate Instructions.
.07 The Contract Adminlslrator will pnlpare Change Direclives and Change Orders.
.08 Upon written appIcation by the Collbcdur. the Contract Adminlslrator and the Contractor will joinUy
conduct an inspedion of the Work to eslabIish the date of Substantial Perfonnance of the Work
. and/or the date of Completion of the Work.
.09 The Contract Adminlslrator wit be, in the first Inslanee, the inteqlo,;b,r of the Contract Documents and
the judge of the penormallc:e thereunder by both parties to the Contract. Interpretations and
deCisions of the Contract Administrator shall be consistent with the intent of the Contract Doaments
and In making these decisions the Contract AdmInIslralor wiD nOt show partiality to either party.
~ ~
.10 The Contract Adminlslrator will have the authority to reject part of the Work or Material which does
not conform to the Contract Documents.
.11 Defeclive work, whether the result of poor workmanship, use of defeclive materia~ or damage
through carelessness or other act or omission of the Contractor and'whether inCOl'pOlllted in the Work
or ~ which has been rejected by the Contract Administlalor as failing to conform to the Contract
Documents shaI be removed prompUy from the Work by the ContJaclo( and replaced or re-executed
prompUy In 8CCOIdanc:e with the Contract Documents at no additional cost to the Owner.
.12 Any part of the Work destro'/ed or damaged by such removals. replacements or re-executions shall
be made good, prompUy. at no additional cost to the Owner.
.13 If. In the opinion of the Contract Adminlslrator. it is not expedient to correct defeclive work or wort not
performed In accordance with the Contract Documents. the Owner may deduct from monies
otherwise due to lha Contractor the dlffenence In value between lha work as performed and that
called for by the Contract Admlnil!tJ'alor.
"'8
OPSGeneralCoI.11 16ofConll.ct-llIpll ,....,1_
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.14 No.A\Ilitl....ding any illspeclioi1S made by the Contract AdrIiI"~ Of the iesuanCe of any
ceil. ] 11 Of the making of any payment by the OWner, the falIure of the Cot1lnICt Adh.". to
reject any defeclMt WOf1( Of Material shall not constiluIe acoeptance ofdefeclille work Of MaleIial.
.15 The ConlnIct Admi,ilIb...... will have the authority to ternporariIy suspend the Work for such
reau,l8bIe tine as may be nee S ss''Y to fac;iIibde the d~1ll of any portion of the COlllradar's
conslruclion layout Of the inspection of any portion of the Work. TheIe shall not be any extra
compensalion for the suspension of work.
GC 3.ll2 Working Drawings
.01 The Cu..tlaclDr shaI arrange for the preparation of clearly j(h"dified and claled WoIldng Drawings as
called for by the Contract Documents.
.02 The eo..bador shaH submit WoIl<ing DrawingS to tile ConlractAdn....... wllh .-nabIe
promplneSS and in orderly sequence so as to not c:iliIie delay' in theWod( '-If,- tIleCOldractOr Of
the ConlnIctAdminlslrlltor so requests they shaljoinUyprepal9l1sc:hedde fbdng the ,dates for
submission and return of WoIking Drawings. WclItcinli DIllWillgs shalbe ~.lilted in printed fOnn.
At lite lime of submission the ConlractOr shall notify the Conlract Adminislralor in writing of any
deviations from the Contract requiremenlS that exist in the Wllllcing 0rawi1gS.
.03 The Contract AdminislralDr will review and return Working Drawings in ac:conIance wllh an agreed
upon schecIuIe, Of otherwise. wllh reasonable promptness so as not to cause delay.
.04 The Contract AdmiI..cdiol"s review win be to chlick for oA)olfonnily to lhe designOClllClptandfor
general arrangement only and such review shall not relieve the c.......ctor of NSflOII5iblIlly for enors
Of omissions in the Worlclng Drawings or of responsibility for meeting all requiremel'lls of the Conlract
Documenls unless a deviation on the Working Drawlngs has been approwd in wrIllng by the Conlract
Admi,~cIll)(.
.05 The eo.,b~ shall make any changes in Working DrawingS which tile ConlrllcU\dminllllrlltDr may
require consislent wllh tile Con1ract Documenls and AlSUbmlt unless olherwise direded by the
contract J\dIl'IiniSlrlI. ' When resuIlmiWng, the CuodlaclDr shalnotly the Cot1lnICt AdminislralDr in,
wrIllng of any revisions other than those requested.by theConlract AdmirIil4koldor.
.06 Work reIaled to the Working DrawingS shall not proceed unli the Working Drawings have been
signed and dated by the ConlnIct AdminislralDr and marked wilIl the words ~ PermissiOn
to conslruCl granted..
.07 The Cot drlIdor shaI keep one set of the .revieWedWorkingDrlrMngs; marked as ebove, at the site at
aft tines.
GC 3.03
Right of the Contract Admlnhoboltv( to ModIfy Methods and Equipment
.01 The c....di..ctor shan, when requested in writing, make alleralionS'in the method, EquIpment Of work
force at any lime the Conlract Adminislr8lDr considers the CotdlaClDl's actions to be 1J'lS8fe, Of
damaging to either the Work Of existing facIIilies Of the environment
.02 The COId1actor shal, when requested in writing, alter the sequence of lis operationS on the Contract
so as to avoid i10terfefen0e with work being perfonned by others.
.03 Nolwllltslandillg the foregoing,the eo.llIador shaH ensure that all neemsllf safely precautions and
....Alodio.\ _1I'IcIIl.18il18d lhroughoutthe Work.
OPSGenImIC1. 11I'1 .CIfCOlllNClt.8L.1 _1_
PIlle'
GC3.04
Emergency Situations
~..
.01 The Conln1ct AdmirAtldll.o' has the right to detemile the exislence of an emergency situation, and
when such an emergency sIIuation is deemed to exist, the Contract Admirdlibdll.o' may instruct the
Contractor to take action to remedy the situation. If the COI.b actor does not take timely action. or if
the Co..b...Ju. is not available, the Conln1ctAdRlbMcdb(maydirectolhersto remedy the situation.
.02 If the emergency situation was the fault of the Contractor. the remedial work shaft be done at the
Contractor's expense. If the emergency sltuation_ not the fault of the Contractor, the Owner will
pay for the remediaJ work.
GC 3.05
Layout
.of The Contract Administrator wil provide baseline and benchmark inforniaIion for !he general location,
._~gnment and elevalion of the Wofk. The Owner wiU be responsible only for the correctness of the
.. "'~ provided by the Conlract Administrator. :
....
GC 3Jl6
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
atalllimes.
.02 The Contractor shaU confine his consbuction opeIBlions to the Working Area. Should the Contractor
require more space than that shown on the Conln1ct Drawings. the Collbacto.. shall obtain such
space at no additional cost to the Owner.
.03 The Contractor shall not enter upon or occupy any private property for any purpose, unless the
Contractor has received prior written pennission from the property owner.
GC 3.oT
ExtensIon of Contract TIme
.01 An application for an extension of Contract Tine shaft be made in writing by the Cu..bcaAur to the
Contract Administrator as soon as the need for such extension becomes evident and at least 15 Days
prior to the explralion of the Contract TIme. The application for an extension of Contract Time shall
enumerate the reasoi'lS, and state the length of exleusion required.
.02 ~Circumstances suitable for consicIeralion of an extension of Contract Time. include the following:
a) Delays; Sse subsection GC 3.08.
b) Changes in the WOIt; Sse clause GC 3. 11.01.
c). Exlra WOIt; SseclauseGC 3.11.02.
d) Additional Work; Sse clause GC 3.11.03.
.03 The Contract Administrator will, 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
ControUing OperatIon.
.04 The Contract Tillie shaU be extended for such additional lime as may be recommended by the
Conln1ct AdmirM.... and deemed fair and reasonable by the Owner.
.05 The terms and conditions of the Contract shall continue for such extension of Contract Tillie.
,,-'0
OPS GenonI COllllllo06 of~. ...._,_
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GC 3.08
DeIaya
.01 If the Col"'4lClQ( is delayed In the pedo'lll8llCle of the Work by,
a) ~ bIockacIes.llId civiI..o...,lCltiollS. errors In the Contract Documenl:&; III actoromissiDn of the
OWner or Conlract Admlnlstralor. or 1lly0n8 employed or engaged by them dileclly or Indiredly,
c:ontnIIy to the provisions of the Contract Documents;
b) a step work Older issued by a court or public BUthorily. provided that such order was not issued as
the result of an act or omission of the c.:.."'~ or anyone employed or engaged by the
Cu.lb..cklo direclIy or indinlc:tIy;
" c) lhffConlract.AdrrIinlstrl*lr giving notice under SI~GC-7 .09; SUspension ofWajc;
d) abIlOOll11 ilClement 'Ill eBlher; or
. e) 'archaeological finds in acconlancewilll SlI~ GC 3.16;ArchaeologIcel Finds.
then the ConlI8clor shall bereimtlUlsed by the OWner for- IUS ,.l8bIe costs incumId by the Coull actor
as the result of such delay. plOYided that In the caR of an appIicalioo for an extension of Contract
TInie due 1Ill8bno!hllll-Indement'f.eBlhIll;'1he':C""bacllllr .shBlt;wIlb.the-COlltnlctllr's-application.
submI evidence from Environment CIlIada In -,support of such appIic:aIiori. ..tExI8nsion of, Contract
Tine will be granted in acconlance willi subsection 003.07; Extension otContrBCtTme.
.02 If the Work is delayed by IBbcur disputes. -slrikrIs or Iock-ouls - including Iock-ouls dacreed or
recommended lIllilsmernbels by I'recognizlld ~ib....aor's nr~"".. of which. the Contraclor is I
- member orllll Which the Cu.lbactor is otherwise bound - which are beyond theCo.acIIllr's c:onlrOI.
then theConlnlct Tille shall 'be' extended' In' ..ocordaIlClewitl1'lubsediOl'lGC. 3.07;'ExIrmsion of
ConlnIct Tme. In no case shall the extension of ConlrBct Tme be less then the time lost as the
result of the event causing the delay. unless I shorter extension-is agreed IIll by the Co.lbactor. - The
c.:.."'..cIIlll shall riOt be entitled IIll payment for costs incumId as thelllSUll of.such delBysunless such,
delays are the result of actioIlS by the OWner.
GC 3.ot
AssIgnment of Contract
.01 The COllllactor shall not assign the contract. either in whole or in part. without the written consent of
the OWner.
GC3.1D
Slib..u.lbacting by the er,;lbactor
.01 The Cu..bacllllr may SIlI:Mo"'....tany part of theWOI1c; subject IIll these GenelalCondilionS and any
Iimilations specified in the Contract Documents.
.02 The Coutraclor shall notify the ContractAdlllillildlllfu{.In'Wrilinlf:of1he il.telltionto subo..u.ib...A. SUch
r.olilicalion shall Identify the partoftheWOIk; IlId the Sllbcol,lIaclol wilh whom it'. intended.
.03 The Contract AdmlnIsIratorwll. wIlhIn 10 Days'of RICleipt of1lUCh,..&.aIiOl~'-aocept or reject the
il..lded SUbconbactor. The .djecIiol. will be in wrilIng.1lId wlIlncIude the reMOIlS for the rejection.
.04 The Co.lbactor shall not. wIhout the written consent of the owner. change I &lb-dlactorwllo has
been engaged in acconlancewilh subse<:lion GC 3.10 Sllb..unba..!ing by the Cu.dlacllllr.
,05 - The Conbactor shall preieMl-arid protect the rights of the parties under the Contract willi respect to
that part of the Work -1Ill be.performed under subcoIllnIClllld shBII.
I) enter inIIll agreements with the Intended SUbcontnICIOrS to requn them IIll .,e;form their work in
accordance willi the Conlnlct Document&; IlId
b) be as fully responsible IIll the Owner for aclS IlId omlseions of the Cu."'.........s SIIbcoI.bactors and
of penIllIlS diI'ectIy or indlrectIy employed by them as for aclS and omlseions of persons dlreclly
employed by the COhbactor.
OPI cae.- CoftcIIIoI.. fill Connct. 11,11 --
,.... 11
.06 The 0Wner's consent to sub..u.It.-.Iil.g by the Cu......cu shall not be construed to relieve the
ConIractor from any obIioaOOn under the Contract and shall not impose any liability upon the Owner.
Nothing contained in the Contract Documenfs shall aeate a contracluaI relationship between a
Subconlraclor and the Owner.
GC3.11
GC 3.11.01
Changes
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 invarldating the Contract The Contractor shall not be required to
proceed with a Change in the Work until in receipt of a Change Directive. Upon the receipt of such
Change Directive the Co.dl....h". shaD pcoceed with the Change in the Work.
.02 .]lIe Contractor may apply for an extension of Contract TIme accord'mg to the terms of subsectiun GC
3:07, Extension of Contract Tme.
.03 If.the Changes in the Work reIale solely to quantities, payment for that part of the Work will be made
-aCcording to the conditions specified in clause GC 8.01.02, Variations in Tender Quantities. If the
Changes in the Work do not solely relate to quantities, payment may be negotiated pursuant to
subsection GC 3.14, Claims, Negotiations, Mediation or payment may be made accorcIing to the
conditions contained in clause GC 8.02.04, Payment on a Tme and MaterlaI Basis.
GC~11.D2
Extra WOItt
.01 The Owner, or Contract AdministJator where so authorized, may instruct the ContJactor to pedorm
Extra Work without invalidating the Contract The Contractor shan not be required to proceed with the
Extra Work until in receipt of a Change Directive. Upon receipt of such Change Directive the
Contractor shan proceed with the Extra Work.
.02 The ec..b....tu. may apply for an extension of Contract Tillie according to the terms of s.1bsection GC
3.07, Extension of Contract Time.
.03 Payment for the Extra Work may be negotiated pursuant to subsection GC 3.14, Claims,
Negotiatio;ls, Mediation, or payment may be made acconliig to the conditions contained in clause
GC 8.02.04, Payment on a Tillie and Material Basis.
GC 3.14.G3
AddlIlonaI WOItt
.01 ~ Owner, or Contract AdminlstratDr where so authorized, may request the Conbactor to pedorm
AdditlonaI Work without invaIIdalIng the Contract If the Contractor .- to perform AddItional
Work, the Contractor shal proceed with such Additional Work upon receipt of a Change Order.
.02 The Contractor may apply for an extension of Contract Tme according to the terms of subsection GC
3.07, Extension of Contract Tme.
.03 Payment for the Additional Work may be negotiated pursuant to subsection GC 3.14, 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.
GC 3.12
NotIces
.01 Any notice pennitted or required to be given to the Contract Administrator or the Superintendent in
respect of the Work shan be deemed to have been given to and received by the addressee on the
date of delivery If delivered by hand or by facsimHe transmission and on the fifth Day after the dale of
meDing If sent by mail.
"'12
OP8~Coo........0I~.Seploo.1bel1_
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.02 The CO'41........ and the Owner IhaII provide llIICh Cllher wilh the m r .~ III addles.... telephone
IIUIllbBrS and faesin.. ... ....al1lUlllb8rs for the Conlract M1.IiM.... and the Superlnlendent at the
commencement dthe WOfk.
.03 In the event d an emergency &ilu~ or oIher wgent matter the ContnIct AdminIslnIIDr or the
&.t-ioltellde.nt may give a vertlaI noIice. provided that such notice is o;(lo,lilhMld in writing wilhin 2
Days.
'.04/Vry notice perrnil*t or required to be given lID the Owner or theCOldraclor shaI be given in
, lICOCIIdatlC8 wilh the notice provision of the ConIracl
GC 3.13
, Use and OccupIIIICJ of the Work PrIortoSUblllantlal PerforIunce
.01 Where it is notcOntemplaledelsBWhele in'the Contract Documenls; the Owner may use or occupy
the WoIt or any part IhenlOf prior to Sul:R;lalllilll,f'lolr.:..lloance; I"O'IidedJhat,.,least30Days' written
notice has been given to the CotdJactor.
.02 The use or occupancy of the Work or any part thereof by the OwnerpriorllDsUtieIantiaI PeIformance
shaI not c:onstiluIe an8C(lIlIAallCe d theWork'or parts 10 ()()l"''P'-'I, In"IIddition. the use or
0CCI1p8nc:y d the Work shaI not relieVe the c:u.41ac1Dl or the COIlIlaclor's Slnty from any IiabilIly ,
'that has arisen. or may arise,fromthe pe!bmanceoftheWork'inaccordatlC8'wllh,theCOlIlnlGt
DocumenIs. The OWner wlI be sesponsibIe for any dill '1lIge that occun; because of the 0wnel'S use
or occupancy. Such use or 0CCI1paIlCy d any part d the Work by the Owner does not waive the
0wnel'S right to -charge 'the c:u.dlactorliquidaled damages in accordancewilh thetenns of the
ConIracl
GC3.14
GC 3.14.01
ClaIms. NegotIBIIons. Mediation
ContInuance of the Work
.01 Unless the 'ContnIct has been tenninatedor completed. the co...-.A.r shaD in every case. after
swving or receiving any notiIicaIionof a c:IaIm or dispute;vertlaI or wrilIen, continue to ptoceed with
the Work wilhdue diIigencB and-expedition. ,It'is IIlldlwstood bythepalties that such ,action wiR not
jeop8rdlze any claim it may have. '
,GC 3.14.02
Record KeepIng
.01 Invr..dialely upon commencilll work which may result in a c:IaIm. 1heCOO.......... shall keep Daily
Work ReCOIds during the course of the Work, sulIicIent to subIItantiaIe the c:u.......IOI's claim. and the
Conlract AdminislnItor wi! keep Daily WOrtfR8conls:to'be used in'., t' 'llllie c:u..b....to(s claim.
aI in accord8nCe wilh clause GC 8.02.07. Records.
.02 The Contractor and the Conlrac:t AdminIstrator shall reconcile their sespective Daily Work Records on
a dalybasis, to simplify review of the claim. when submitted,
.03 The keeping of Daily Work Records by the ConIrac:t AdmilM..tor or the .-dng of such Daily
Work Records wilh those of the c.Jl..lilClor shall not be constnJed to be acceptancB of the claim.
GC 3.14.1l3
ClaIms Proc:edunt
.01 The COIIlracIIDr shaD give vertlaI noIlce of any slluation which may lead to a c:IaIm for additional
payment Immedlllely upon becoming aware of the sIIuation.
.02 The co....actor shall provide written notice in the sIandard fonn "NaCice d Inlant to Clalm"wilhin 7
Days of the commencement of any part of the Work which may be alI'I...I8d by the 1ilualIcn.
OPSGIMlIIC ."1 1 afConlNCl.II.1 .tll'.
""3
.03 The CoIdk..a.. shall submit~led claims as soon as reaso.lWIy po$o:iblt: and In any event no Jater
than 30 Days after cornp/elion fA lhe work aIh...tt.d by lhe situation. The delailedclaim shall:
a) identify the item or items In respect of which lhe claim arises;
b) state the grounds, contraclual or otherwise, upon which lhe claim is made; and
c) include the Records maintained by the CoIltJaclloi supporting such claim.
In exceptiot tal casas 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 Conlraclor's delaiIed claim, the Contract AdmInis1rallor may
request the Contractor to submit any further and other particulars as the Contract Administrator
considers necessary to assess the claim. The Coub....tuo shall submit the requested information
within 30 Days of receipt of such request
.05' Within 90 Days of receipt of the delaiIed claim, the Contract Administrator shall advise the Contractor,
in writing, of the Contract Adminislrator's opinion with reganllo the validity of the claim.
ilIiv'
GC3A4.G4 Negotiations
~~.~..
.01 -The parties shaG make aU reasonable efforts to resolve their dispute by amicable negotiations and
agree to provide, without prejudice, open and timely disclosure of relevant fads, infonnation, and
documents to ~bdt: these negotiations.
.02 Should the Contractor disagree with the opinion given In paragraph GC 3.14.03.05, with respect to
. . any I*t of the claim, the Contract Administrator shall enter Into negoIiaIions with the Contractor to
resolve the medlc"s in dispute. Where a negoIiaIed seIIIement cannot be reached and it is agreed
that payment cannot be made on a Tme and Material basis In acccrdance with clause GC 8.02.04,
Payment on a Tme and Material Basis, the parties shall. proceed in IICCDIdance with clause GC
3.14.05, Mediation, or subsection GC 3.15, Enginaering ArbilraIion.
GC 3.14.05
Mediation
.01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.14.04,
. Nagotiatio;Is, within a period of 30 Days foIowing the opinion given in paregraph GC 3.14.03.05, and
, the Coub....tui wishes to pursue the issue further, the parties may, upon mutual &gIeeI11ent, u1irrze the
5eIVices of an independent third party mediator.
.02 The mediator shall be mutuaUy agreed upon by the Owner and Contractor.
.03 The mediator shall be knowledgeable regarding the area of the disputed issue. The med'1lIIor shaH
/~ with the parties together and separately, as ll8CeS,ary, to review aI aspecls of the issue. In a
- Ii08I attempt to assist the parties in resolving the issue themselves prior to proceeding to arbitration
the mediator shall provide, without prejud"tce, a non-binding recommendation for settIemenl
.04 The review by the mediator shaH be completed within 90 Days following the opinion given in
paragraph GC 3.14.03.05.
.05 Each party is responsible for its own cosIs relalled 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 3.14.06
Payment
.01 Payment of the claim will be made no Ialer than 30 Days after the date of rasoIuIion of the claim or
dispute. Such payment will be made according 1Io the terms of Section GC 8.0, Measurement and
Payment
"-""14
OPS GeneraIl Cooldllo.~ 01 CcllIhcl. Sip_'M
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GC 3.14.07
RIgIds of 80Ib Parties
.01 It is agreed that no action taken under this SlIbsectior1 GC 3.14. ClaIms. ~ Medialion. by
eilher party shall be -conslrued as a renuncialion or waiver of any of the rights or recourse available to
the parties. provided that the requiremellls set out in this subsection are fulfilled.
GC3.15
GC 3.15.01
EngIMerIng Arblb..1Iu.1
COlldllions for EngIneerIng ArbItratIon
.01 If a claim is not resolved aalisfacto.-iIy lhrough the negotiation stage noted in cIauee GC 3.14.04.
NegcAialioolS, or the medIaIion stage noted in clause GC 3.14.05. MedialiDn. either party may invoke
the provisions'of SlIbsection GC 3;15. EngIneering AIbib...... by giving wrIltel'l notice to the other
party.
.02 NotificatiOn \hat arbilraliOn shaD be implemented to resolve theJssue5hal be'oommunicaled in writing
as soon aspo,~andnolalerthllr\'"60"Days.t'ollclwinlr1heopillbvgNen in paragraph GC
3.14.03;05. Where the use of a lhid party mediator was'j;,lpIemerllect;'I.otificdIion shal betwithin 120
Oaysof the opinion given in peragraph GC 3.14.03.05.
.03 The parties shall be bound by the decislon of the arbitrator.
.04 The lilies and pRlCeduresof the AtbiIntIion Ad, 1991. S.O. 1991. c.17. as amended, shall apply to
-any arbilraIion conducted heIeunder except to the extent \hat they are modified by the expI !IS
provisions oflhis subseclion GC 3.15. Engineering A1b1bcdiorL
GC 3.15.02
A1b1tl.atlon Proceclln
.01 The following provisions are to be included in the agreement to llIbiIlcllb and are SlIbject only to such
right of appeal 'as exist wheratheafblbator has exceetJad'his or her jI.Iisdictlo.. or haw otherwise
disquaIiIiad him or her8eIf:
a) AH exislIng actioIlS innlSpeCt of the n.allerS'tJ'Ider 8ttlib..lk.nwill'be'stayed pending lIl'bibation;
blAH oulstanding claims and malIers to be selIIed are to be set out. in a schedule to the agreement.
Only such claims and 11'odIIIeo6 as are in the schedule will be ......tb..1; and
c) Before proceeding wilh the arbllJalion. the eo......h.o Shal confirm \hat alIl'IldIte.'S in dispute are
setout in the schedule.
GC 3.15.G3
~lt...ent of Aiblb..tu.
.01 The 8ibIbdlul' shaH be ITIIIIuaIIy agreeduporr1)y"the OWnerWldQAIlIac:tllE1I7edjudicate the dispute.
'.02 Where the OWner and Contractor cannot agree on a sole arbib...... wilhin 30 Days of the noIification
of 81bib..tiun noted in paragraph GC 3.15.01.02. the OWner and the c....b...u shaft each choose an
appointee wllhin 37 Days of the noIice of lIIbillaliorl.
.03 The appointees shall muIuaIIy agree upon an arbiIrator to IIdjudIcldI the dispute within 15 Days after
the last appointee was chosen or they shall refer the matter to the AItliIrallon and Medlalion Institute
of Onlario fnc. whIctl will select an arbiIrator to adjud~ 11: lha dispute within 7 Days of being
requested to do so.
.04 The arbillator shall not be inteleslad financially in the Conlract nor in eilher party$ business end shaH
not be emptoyed by eIIher party.
.05 The lII1:lib..b.o may appoint independent experts and any oCher peI'8on8 to assist him or her.
OPSGInIdlClN",,'I.or~.T.1 Ill.'.
... 15
.06 The lIibibclluo is not bound by the rules of evidellCe which govern the trial of cases in COUrt but may
hear and consider any evidence which the arbib.... considers relevant
.07 The hearing wBI commence within 90 Days of the appointment of the arbitrator.
GC 3.15.04
Costs
.01 The arbitrator's fee shan be equaIIy~ by \tie Owner and the Contractor.
.02 . The fees of any independent experts and~ other persons appointed to assist the arbitrator shall be
shared equally by the Owner and the Contractor.
.03 The arbitration hearing shall be held in a p/aoe mutuaIy agreed upon by. both parties or in the event
the parties do not agree, a site shaR be chosen by the arbibaloi. The cost of obtaining appropriate
faciJIties shall be shared equally by the Owner and the Conlractur.
~-~-- .-
.04 . The arbitrator may, in his or her disc.etiun, awanI reasonable costs, related to the arbitration.
GC 3.15.05
The Decisfon
.01 The reasoned decision will be made in writing wilhIn 90 Days of the conclusion of the hearing. An
extension of lime to make a decision may be granIecI with consent of both parties. Payment shall be
made in lICCOI'darIc8 with clause GC 3.14.06, Payment .
GC 3.16
Arcl1aeologlc:a' FInds
.01 If the Contraclol's operations expose any items which may indicate an archaeological find, such as
building remains, hardware, accumulations of bones, pottery, or arrowheads, the Conlractor shaH
inwnediately notify the Contract Administrator and suspend operations within the area identified by the
Contract Administrator. Notification may be verbal provided thai such notice is confirmed in writing
Within 2 Days. Work shall remain suspended within thai area until otherwise directed by the Contract
Administrator in writing, in 8ccordanc;e with subsection GC 7.09, Suspension of Work. .
.02 Any delay in the completion of the Contract thai is csused by such a suspension of Work win be
considered to be beyond the Contraclor's control in accordance with paragraph GC 3.08.01.
. .03 Any WOlle directed or authorized in connection with an archaaological find win be considered as Extra
. ~ ~ in accordance with clause GC 3.11.02, Extra Work.
,-
",}'~'"';..,
-.\,
-.,. ..4":""
Pllge16
OPSOennICOlldilloo.oI~.~ 19l1l1
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GC 4Jl1
SECTION GC4JI- OWNER'S RE8PONSIBIUTIES AND RIGHTS
WoIkillI Area
.01 The Owner wiI acquire all property rights which are- deemed nee - "y by the Owner for the
conslnK:lion of the Wort<, inc:Iuding temporary working easements, and will indicate the full extent of
the Working A1ea on the Conlracl Drawings.
:02 The Geotechnical Report and~SUbsurface Report which will be provided by the Owner as part of the
lender cIoc;timents shall form part of the Conlracl Drawings.
GC 4Jl2
Approvals and Permits
.01 The Owner wiI pay for all pk.mbing and building permits.
.02 The Owner will obtain and pay for allpemlits. licenses.and .~ufor Project
~ ..
GC 4.03
. Management_ReI Disposition ofllaterlals
.01 . The Owner will identify in the Contract Documents the malel ials to be moved wilhin or removed from
the Working Area, and any <:haraderislics' of those malelialswhich wiI necessilale special materials
management and disposilion.
~, '.02 lnar::corilanC81MthTegul8lions under the 0Ccupe1ional Heallh8tltN3afelyAct; R:S.O,'1990;c.O.1; as
amended. the Owner advises that
a) the designated substances slflC8, lead and arsenic are generally pesent throughout the Working
A1ea occurring naturally or as a result of vehicle emissions;
b) the designated substance lIllbestos is present in asbestos conduits for uIiliIIes;
c)'the ' fallowinll' hazardous 'malelials are 'OldinariIY pluent in constructIon:aclIvilies:'Iimestone,
9)'IlSl.RTI. marble. mica and PorIIand cement; and
d) exposure'to '- substances may-occur as 'a result ofactlvlties by the co,lllactor such as
sweeping, grinding. crushing, drilling, blasting; culling and ablaslve bIasling.
.03 The Owner wiI identify in the Conlracl Documents any de8ignaled subslanceS or hazardous
matedals other tllan those identified above and their Iocalilln in the WorkIng A1ea.
.04 If the OWner or ec..lbactDI disco\Iers or. is advised.of,the'pl'ennce:.of.de&lgo Aldsubstances or
hazardllusmatenals which_in addition to those lisladinJl8l1llll8PhGC.4.03.02, or not clearly
idenIIIied in the Contract'Documents 8CllXll'ding'1l,peragraph.'GC,"'&3:03~verbal nolIce will be
provided b the other party i......dicdeIy wllhwritlen confirrnalion'wllhin 2 Days. The C..llbactDI will
stop work in the eree'imn.etl"ately and wildeIerrr*Ie the necmarysteps required tocomplele the
work in acccnIance wIIh applicable legislation and regulation.
.05 The Owner will be responslbIe for any reasonable addilionaI COSts of removing. managing and
disposing of any material' not- ideldified in the - Contrect Oocumenls, or where conditions exist thai
could not have been ---",lIIbIy foreseen at the. time of 1encIeI;.19.A11 work under ltIis paragraph
shaI be deemed to be ExIra work.
.06 Prior to ~ of the Work, the Owner will provide to the Cell III actor a list of-those products
......uIled under the INoIl.,AIce HazanIous MaIerlals Informalion System or WHMIS. which the
Owner will supply or use 011 the ContracI. togeCher wIIh copies of the t,"ll r'8Is Safely D8la SIleets for
these plOdtlCls AI COIll8Inela used in the appIIcalion of pnldlICls _lllulled under WHMIS IhalI be
labeled. The OWner will notify the CO'lb...... in wrIUng of ~ to the lilt lInd provide reIevanI
MIl! riel Safely Data SheeIs.
OPS GeneaII 0111 rlIIIa . of CcInlNcil' Iii ..... 1_
"'11
GC 4.04
CoM1ruction AffWIa", RIIIIlny ,......,rty
.01 The Owner win pay the costs of aU flagging and olher tnIfIic control measures required and provided
by the railway company unless such costs are solely a function of the Conlractor's chosen method of
completing the Work.
GC 4.05
Default by the Contractor
.01 The Contractor shaU be in default of the Contract if,
a) the Contractor fails \0 commence the Work or exec:uIe the Work propelly or otheIwise fails to
comply with the requirements of the Contract \0 a substantial degree; or
b) if the Contractor 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. "
GC 4.06 NotIlcation of Defau\t
~::~r~:
.01."ithe Owner will give written notice of a default \0 the Cot,bactor as soon as the Owner becomes
aware of the aIeged default but failure \0 give such notice in a timely way shall not constitute
condonation of the default The notice will include instruclions \0 correct the default within 5 Working
Days.
GC 4.07
Contract0r'8 RIght to Correct. Defltult
.01 The Contractor shall have the right within the 5 full Working Days following the receipt of a notice of
default \0 correct the default and provide the Owner with satisfactory proof that appropriate correcIive
measures have been taken.
.02 If the correction of the default cannot be compIeled within the 5 fun Wol1dng Days following receipt of
the notice, the Contractor shan not be in default if the Contractor,
a) commences the correction of the defauI within the 5 fill Working Days following receipt of the
notice;
b) provides the Owner with an ac:c:eptable schedule for the progress of such correction; and
c) completes the correction in accordance with such schedule.
GC 4.08
0Wner's RIght to Correct Defltu\t
.01 If the Contractor fails to correct the default within the time specified in subsection GC 4.07,
di!!...b ....!uts Right \0 Conec:t a Default, or subsequenlly agreed upon, the Owner, without prejudice \0
"II!lY other right or remedy the OWner may have, may correct such default and deduct the cost thereof,
as certified by the Contract Adminislrab:Ir, from any payment then or thereafter due \0 the Contractor.
GC 4.09
Termination of ContractoI's RIght to Continue the Work
.01 Where the Contractor fails to correct a default within the time spacified in subsection GC 4.07,
Contractor's Right to Conec:t a Default, or subsequently agreed upon, the Owner, without prejudice to
any other right or remedy the OWner may have, may tenninate the Conlraclor's right to continue the
Work in whole or in part by giving written notice \0 the Contractor.
.02 If the OWner terminates the Contractor's right to continue with the Work in whole or in part, the Owner
wil be enlilIed to,
a) take possession of the Wol1dng Area or that portion of the Working Area devoted \0 that part of the
Work termInsted;
b) utilize the equipment of the Cot ,1r8cb:lo and any MataIIaI within the Working Area which Is intended
\0 be incorpol ateJ Into the Work, the whole subject \0 the right of third parties;
c) wilhhoId further payments to the Cot Ib1IcIor with respect to the Work or the portion of the Work
wIlhdrawn from the Contractor unlilthe Work or portion thereof withdrawn Is completed;
""8
0P8 0..- CoI!:lll11.11 d ~- s.,.le.lobo., 1_
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el) charge the Coo.ckJor the ..dellliollal cost CNer the Conlract price of completing 1he Woltt or portion
Ihenlof WiIhdrawn from tile Cu,1ll....u. as ....liIied by tile Con1ract Administr!ItDr and any
adlfdional compensalion paid 10 tile Contract Ado......... for such additional service arising from
tile comlClion of the deraull;
e) charge 1he Cu,.~ a reasonable allowance. as delermilled by tile Contract AdmInislralDr. 10
_ ......Iedion 10 the Woltt .....roc..led by tile Cu,.baclDllhal may be required under subsection
GC 7.15. Warranty;
f) charge the Coo,baclDl for any damages the OWner may haw! sustalnecI as a result of tile default;
and
g) charge lhe Coo.bAClor lha amount by which tile cost of correclions 10 lha Work under subsection
- GC 7.15. Wammly, eoceedsthe allowance provided for such comlClions.
OC4.10
FInal PayJMnt 10 Co......uor
.01 If.tIIe Owner's cost lD'correct and complel&.tIIe. Woltt . in. whole or in part. is.1ess lhan the amount
wilhheId from tile Coo.b....Lunder subsedion -OC4.09; Terminllliorr.of~.co.llIaclD1:'s Right 10
ContinUe the Work; lha OWnerwll pay lha.balancelD1bgCo,......kloassoon.tllefinal accounting
for lha Contract is con IpIele.
OC4.11
TennInaIion of the c....~
.01 Where tile Cu,\baClDr is in defauIl of tile Contract the Owner may. wilhout prejudice 10. any olher right
or remedy lha OWner may have, Iel1l1illalethe Contract by givlngwrillen nolIce of lerminallon 10 the
Cu,.....tor. the Suretyancf-any 1rulItee'orlK8iveracling on behalf of-tile Cu,1ll~ estale or
credilDrs.
.02 If tile Owner eIecl$lD terminale tile Conlract tile OWner wHI prcMde 1he CoIll1aclD1 and lha trustee or
receiver wilh a compiele accounling 10 lha dale of termination.
GC4.12
ContInUlltion of c...,"acIor'a 0bIig1llions
.01 The Co"h......ll"j'$ obligation under tile Contract as IDqualily; correction and wanantyof the Work
performed prior 10 the time of termination of tile Conlract or lellnlnalkllt of tile CoId1actor's right to
continue wilh tile Work in whoie or in part shall continue 10 be in force after such termination.
OC4.13
Use .ofPerformance Bond
.01 If lha ContraclDr is in defauIl of tile Conlract ancfllle CoI,lradl:Jrhas- p..-Mdeda Performanc:e Bond,
lha provisions of lhis Section shaI be e>......il.$d in accordance wilh the oondilions of lha Pei1ormanoe
Bond. ._,
OPSo...Col "1' oIC1l1lQct.II.' ....,l1li
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GC 5.01
SECTION GC 5.0 -MATERIAL
SupplyofMateriaJ
.01 All Material necessary for the proper completion of the Work, except that listed as being supplied by
the Owner, shal be SUpplied by the Co..b ....a.r. The Contract price for the appropriate tender items
shaH be deemed to include fun compensation for the supply of such Material.
GC 5.02 Quality of Material
.01 All Material supplied by the Conlractor shall be new or unless oIhelwise specified in the Contract
Documents. .
.02 Material supplied by the Contractor shaH oonform to the requirements of the Contract.
.03 As specified or as requested by the Contract AdminlsIrator, the Contractor shSJt make avaIabIe for
-;jgspection or testing a sample of any MaleriaI to be supplied by the Contractor.
. ..p
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.04 ;The Contractor shaD oblain for the Contract Adminlstralor the right to enter upon the premises of the
Material manufadurer or supplier to carry out such inspection, sampling and testing as specified or a
. requested by the Contract Adminlstralor.
.05 The Contractor shaN notify the Contract Administralor of the sources of supply suflicienUy in advance
. .of the Material shipping dates to enable the Contract AdminlsIrator to perform the required inspection,
. sampling and testing.
.06 The OWner wiI not be Il!SpOIlSible for any delays to the Contractor's operations where the Contractor
fails to give sufficient advance nolioe to the Contract Administrator to enable the Contract
Adminlstralor to carry out the required inspection, sampfll1!l and testing before the scheduled shipping
date.
.07 The Contractor shan not change the source of supply of any Material without the written authorization
of the Contract Adminlslralor.
.08 Material which is not specified shall be of a quality best sulled to the purpose required and the uSe of
such Material shall be subject to the approval of the Contract Adminlslralor.
GC 5.9i Rejected Material
.01 . R~ Material shan be removed from the Working Area expeditiously after the notification to that
El~ from the Contract Adminlstralor. Where the Co..tl....a.r fails to comply with such notice the
Contract Adminlstralor may cause the rejected Material to be removed from the Working Area and
disposed of in whal the Contract Administrator considers \0 be the most appropriate manner and the
Contractor shall pay the costs of disposal and the appropriate overhead charges.
GC 5.04
Substitutions
.01 Where the specifications require the Contractor to supply a Material designated by a trade or other
name, the Tender shaD be based only upon SUpply of the Material so designated, which shan be
regarded as the standard of qualty required by the specification. After the acceptance of the Tender,
the Conb8ClOr may apply to the Contract Adminlstralor to substitute another Material identified by a
different trade or other name for the Material designated 81 aforesaid. The application shan be in
writing and shan stale the price for the proposed substitute Material designated as aforesaid, and
such other information as the Contract Admir_b ..lor may require.
"- 20
OPSOenIIaICcN ~LJ _ofContract_rl~h. .4b-1918
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.02 RuIngs on a proposed ,,-.-, will not be made prior lID the ~ of the Tender.
SUbstilutions shall not be made without the prior approval of the Conlract Admk.... alor. The
approval or rejection of a. proposed substilution wiD be made at the cfl8Cletiun of the Conlract
AdmInistrator.
.03 'If the proposed substitution is approved by the Contract Admiloillllcd"..the Cuodl...Jur shall be entllIed
to the first $1000 of the aggregate saving in cost by reason of such IIIbstllution and to 50% of any
acIdiIional saving in cost in excess af such $1000. Each such approval shall be conveyed to the
. . ea.......... inwrilingor by issuance of a CedlflC:llll!o of Equality on the 0WneI's SllIndaId form of
. ~ of Equailty", and, if any adjusIment lID the' Contract price'is made by reason. of such
substitution a Change Order shal be issued as weD.
GC 5.05
GC 5.05.01
Owner Supplied MaterIal
Ordering of Excess MaterlaJ
.01 Where MaleriaI is supplied by the Owner and where this Mft.oialisiORtflAllkby the Col.baduo in
excess of the amount specified \0 c:omplele the Work;':such~e'{ III.Matedal shall become the
property of the Cahlractor on completion of the Work and shall be c:haIged to the Conlrac:lor at cost
plus applicable overheads.
GC 5.GS.02
CareofMaterIaJ
,01 The CoI.back.. shall, in advance of receipt of shipments af MaleriaIsupplied by the Owner, provide
. adequate and properslDrage faclIilies acceptable lID the Contract Admil......., and on the receipt of
such Material shall promptly pIaee It in storage except where It is to be i1lCOl pahlled forthwith into the
Work.
.02 The ea. Ib ao.h.o shaD be responsible for acceplance of Material IIIpplied by the Owner. at the
specified delivery point and for ils safe handNng and storage. If such MaleriaI is damaged while
under.the conIroI of the Contractor it shall be repleced or repaired by the ea.......... at no elqIeRSEl to
the Owner. and lD the salisfactiull of the Contract Administrator. If such MaleriaI is reie cled by the
Conlract Administrator for reiasons which are not the fault of the.CUO,b........ It shall remain in the care
and at the risk of the ea..b......... until its disposition has been determined by the Contract
Administrator.
.03 Where MalerIaI supplied by the OWner anives at the delivery point in a damaged condition or where
there are disc:replIncies between the qllilldilie&receIwd'and;1he.........shown on the bills of
lading, the Contractor shall immediately. report such damage or diSClepallcies lID the Contract
AdmInistrator who shall arrange for an:immedlalehlStAClIool.of-:the~sIlipment and provide the
Conlraclor with a wrillen release from responsibility for such dahlllge or.deliciencies. Where damage
or deficiencies are not so reported it will be assumed that the shipment arrived in good order and any
damage or deficiencies reported thereafler shalbe made good by the ea.rlla.Auo' at no exlra cost lID
the Owner.
.04 The fun amount of MelerIaI supplied by the Owner in each shipment shall be accounted for by the
Conlrac:tor and such Material shall be at the risk of the CO! drac\oI after laking delivery. Such MalerIaI
shaI not. except with the wrllIen permission of the Contract AdmnstulllO(. be used by the CO!Ilractor
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
shaI beCOI.1e the property of the Contractor when they are no longer required for their original
purpose and shall be diaposed of by the Conlrac:lor unless otheJwIse specified in the Contract
Documenls. .
ops~c----',I.."'eo..a.ll.l ......1..
... a1
.06 The COllloadoo" shal pIOIri8e lhe Contract AdminilItnIlDr. ih..1edialeIy upon receipt of each shipment,
copies of bills of lading, or such olher documentation lhe Contract Administrator may require to
substantiate and RlCOIlCiIe the qu&ntilies of Mal8riaI received.
.07 Where Material supplied by the Owner is ordered and stoGkpiIed prior to \I1e award of the Contract,
the Contractor shaD, at no extra cost to \I1e 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 shaI be assumed that the stockpile was in good order when the Contractor took charge
of it and any damage or deliciencies reported thereafter shal be made good by the Contractor at no
extra cost to the OWner.
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~22
OPSo.-.tColldlllo..af~.llllll,_'_
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GC 6.01
SECTION GC 6.II-1NSURANCE, PROTECTION AND DAMAGE
ProIedion ofWorlc. '"- and Property
.01 The ContraclDr. the COht.....a.ts agents and aI WOlters employed by or under the conlroI of the
Co.lb....tur. including SUbcOllb-......s. shall protect the WOIt<, persons and property from damage or
inilllY. and shaH be responsible for aU losses and damage which may arise as the result of the
c...,b....b..l's operations under the Contract IIII/ess indicated to the COllll8o, below.
.02 The COIlt.....-tvr is RlSpOIISib/e for the fuB c:oet of any Ile(! r IS ry temporary provisions and the
resIotalioo of an damage where the Contractor damages the WoIk or property in the performance of
the Contract. If the Conbaclor is not responsib/e for the damage that occurs to the WoIk or property
the Contractor shallreslole such damage. and such work shall be 8dministered according to these
General CondItions.
.03 The Co.Ito...Ji){ shan immediately informthe'Conlract AdminisbdllAofa/t'damage and injuries which
OCQII'during the term of the Conlracl
.04 The Ooilb.a.&o. shall not be respollslble for loss and darnag&lhat ClCCUIS as a resuIl of.
a) war;
b) blockades and clvlI commotions;
c) errors in the Contract Documenls; or
d) ads oromlsslons of the Owner. the ContractAdmlnlslrator,lheiragents and ~e~s. or others
not under the conlIOI of the c....b-.tu.. but wilhln the Working Area with the OwneI's permission.
.05 The Contractor and his Surely or Sureties shall not be released from any term or provision of any
responsibility. obligation or IiablIily under the Contract or waive or impair any of the righls of the
Owner except by a re/ease duly executed by the Owner.
GC 6.112
Indemnlflcation
.01 The Co.lba..il.n shan indemnify and hold hann/eas the Owner and theConlract Admlnislrator, their
agenls, ofIloar5 and ~es from and against an claims. demands. losses. expenses. costs.
damages, aclions, aulls or pllx:eedinga by third parties, heIeInalIer caIed "clail,IS". dlreclIy or
indirectly arising or al/eged to arise out of the perfonnance of or the failure to parformthe Work.
provided such claims are,
a) alIribulab/eto bodily injury. sickJ.ess. disease. or death or to damage to or destruction of tangible
property;
b) caused by negligent acts or omissi~i'lSofthe'Contractor oranyone..for.;whoIe ads the Contractor
may be liable; and .
c) made in wriling within a period of 6 years from the date of Sutl6tatltiaU~erfonnanoe of the Work as
set out In the CertifIcate of Substantial PeIfonnance of the Work or. where so speQfied in the
Contract from the date of ceItilicalion of Fmal Acceplance.
.02 The Contractor shan indemnify and hold hann/eas the Owner fromal and W<<y c:l8lm for damages.
royaJties or fees for the iI."i1lgelnent of any patented invention or copyright occasioned by the
Cunb....k". in cor.."leCtion with the Work performed or MaIeriaI furnished by the ContraclIol under the
Contract.
.03 The Owner expressly waiYea the right to Indemnity for claims either than lhosa stated above in
paragIBphs GC 8.02.01 and GC 6.02.02.
.04 The Owner shall Indemnify and hold harm/ess the c...,b....b. his agenls, omc.. and employees
from and again8t aI cIalma, demands. losses. expllIlB IS, ciosta. dam8ges. aclions, sulIs. or
pIllOIledlngs arising out of the Conllacto(s perfonnance of the Conlract which are atbib\ll:8ble to a
lack of or defect in tit/e or an allged lack of or defect in tit/e to the Working Ataa.
OPSGenInIColldlllo,.. oI~. '1,1 .~ 1_
... a3
.05 The Contractor expren'y waives the right to indemnity for claims other than those stated above in
paraglaph GC 6.02.04.
GC6.D3
Contractor's Insurance
GC 6.D3.01
General
.01 Without ,....tl icting the generality of sub$edion GC 6.02, Indemnilicalion. the Contractor shall provide,
maintain and pay for the inslll3nce coverages listed under clauses GC 6.03.02 and GC 6.03.03.
Insurance coverage in c1er'-"!$ GC 6.03.04, GC 6.03.05 and GC 6.03.06 wi. only apply when so
specified in the Contract Documenls.
GC 6.D3.o2
General Uabillty Insurance
.01 General fiability insurance shall be in the name of the Contraclor, with the OWner and the Contract
,~inistraIor named as additional insureds, with limits of not less than 5 milfion;dollars inclusive per
Q.gCurrence for badDy injury, death, and damage to property including loss o(use thereof, with a
'P1;9perty damage deductible of not more than $5000. The form of this imiurance shall be the
l!:1surance Bureau of Canada Form IBC 2100, dated 8-87. -
.02"Ano\her form of insurance equal to or belIer than that required in IBC Form 2100 may be used,
provided all the requirements listed in the Contract are included. Approval of this insurance wiI be
condili:mal upon the Contractor oblaining the services of an insurer licensed to underwrite insurance
in the Province of Onlario and oblaining the insurer's certificate of equivalency to the required
insurance.
.03 The insurance shan be maintained continuously from the commencement of the work untl12 months
following the date of Substantial Performance of the Work, as set out in the CeI1if.cate of Substantial
Performance of the Work, or until the Final Acceptance CeI1ifIC8te Is issued, whichever is later, and
with respect to completed operations coverage for a period of not less than 24 months from the date
of Filial Acceptance of the work as set out in the Final Acceptance Certificate, and therealler to be
m..nd:oaiil.ed for a further period of 4 years.
.04, The ec..lbac;tor shaH submit annuaUy to the Owner, proof of continuation of the completed operations
- coverage and if the Contractor fails to do so, the limitation period for claiming indemnity described in
paragraph GC 6.02.01 c). will not be binding on the Owner.
.05 ~ the Co..b.aor decide not to employ SIlbool,lractors for operations requiring the use of
Ellq)Iosives for blasting, or pile driving or caisson WOIlt, or removal or weakening of support of property
~lcling or land, IBC Form 2100 as required sha. include the appropriate endorsements.
$.-
t't.,-.r
.06 The policies shall be enctorsed to provide the Owner with not less than 30 Days' written notice in
advance of cancellalion. change or amendment restricting coverage.
.07 "Claims Made" insurance policies wiD !lot be perml\tlld.
GC 6.03.D3 Automobile LlabUIty Insurance
.01 Automobile liability insurance in respect of iicensed vehicles shall have limits of not less than 5 million
_ doIlars.incIusive per occunence for bodily injury, death and damage to property, in the following forms
entIorsed to provide the OWner with not less than 30 Days' wrItI8n notice in advance of any
cancellalion, change or amendment restricting coverage:
a) standard non:owned automoblle policy IncIuclIng standard c:onIJ8CtuaIliabUity endorsement. and
b) standard owner's form automoblIe policy providing third party IiabIUty and accldent benefits
insurance and covering licensed vehicles owned or operated by the Contractor.
PIige 24
OPS GennI Collllllol..JII~. s...-._181l1
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GC 6 GUM
Ai,,,... and WA.....aft , lability Insura_
.01 Airaaft and .........dIl.liabIity Insurance with respect to owned or IICII'I-OWIled aiIa'lIft and w;I!eIaaft If
used direclIy or 1r.dii...Jly In the performance of the Work, including use of additional premises, shall
be subject to Iiniils of not less than 5 mlIion dollars inclusive per occunenc:e fOr bOdily Injury, death,
and danla9a to property Including loss of use thereof, and Iimils of. not less than 5 million dollars fOr
ain:r!Ift panengerhazaRf.. . Such Insurance shaD be in a form aocepllIble to the Owner. The policies
shaI be endorsed to provide the Owner with not less than 30 Days' Written notice in adVance of
C81" analion, change or arnendl,,,,,tt restliai. rg coverage.
GC 6.03Jl5
GC 6.03.05.01
Property and Boller Insurance
Pl.....,ty In8urance
. .01." All risks property insurance shaI be in the name of theCo,di~;wllbJbe...Owner;and the Contract
AdmInisIratornamed. asaddilionallnsureds,inslaingnot.IessJhan;.lhe':sum.ofthe .8IIlOI.I1t of the
Contract price and the. full value, lI& may..bes1ated-in ,the ~lppIemeolaI.GeneraI..Conditions. of,
. MaleriaIthat is specified to beprovldedby;the'Qwner;for.:jnccrpcnliAdntotheWork, with a
c.tedIlCtibIe not exceeding 1% of the 8IIlOI.I1t insured at the sIle of the Work. This insurance shall be in
, a form acceptable to the Owner and.shaD be mainlained conllnuouslyunlil10 Days allier the deaf
FinalJIoteptance of the Work, as set out in the FJ18I AccepIance CerIificate.
GC 6.03.05 02
Boller ItIsura.-
. . '.01 "BoIIerlnSuranceinsUrirlg.the inlelest& of the COllbactor, lhe 0Wner:and the ConlractAllminislratorfor
not less than the replacement value of boilers and pressure vessels foI nlMg partof the Work, shall be
in a form accepl8ble to the Owner. This insuranceshal be malll'ajlled con1inuously from
CClt...oa1ClImlIIlt of use or operation of the property insured unliI 10 Days allier the dale of Fmal
Acoeplance of the Work, as set out in the Fmal Acceplance CeciIficate.
GC 6.03Jl5.C13 .
Use and Occupancy oftl1e Wortc'PrIorto Completion
.01 Should the Owner wish to use or occupy part or aU of the Work prior.to Subslantial Peifo..._1Ce. the
Owner wilgive 300ays'wriIlen notice to the.Co,.b....... of the. illllllded pwpose and .-m of such
use or occupancy. Prior to such use or oc:c:iIpancy the Co,lb......... shaD notify the Owner In writing of
the additional premium cost, if any, to maintain property and boiler insurance, which. shal be at the
Owner's expense. If because of such use or oc:cupancythe Co,oll~ is unable to provide
coverage, the Owner upon WriII8n notice from.lhe.Conb......andprlorJD:.uc:ltuseorOCCl'Pllncy
shaI pcovide,mainlaIn and pay for property andboilerinstnnce.insuring.lbliftlll value of the WOl1<,
inc:Iuding coverage for such use or OCCllpllncy, and shall. provide lhe-c....b,...u with proof of such
insurance. The Co,m...... shaI rerundto the Owner the uneamedpremlums eppIicatAeto the
Cvrlll......'s policies upon lennillalion of coverage.
.02 The ~ shal provide thai, in the event of 8 loss or damage, paymenl shaIi be made to the OWner
and lhe Conlrac:tor as lheir respective interesls may appear. The Co..h....a.. shall act on behalf of
both the Owner and the Co.dl....b for the purpose of adjusting the amount of such loss or damage
payment with the Insurers. V\Ihen the .-m of the loss or damage is delIlrmined the ConlIlIclor shaft
p10ceed to restore the Wor1c. Loss or ,damage shaD not Bffec:t the rlghle and N>/lgalions of either party
under the Conbact except lhat the Conlraclor shall be enlilled to such I8IISOIlIIbIe exlension of
ConlnIc:I Tine reIalIveto the extent of the loss or damage as the Contract AcImInislr8lor may dec:lde
In COlIIUIation with the Colllracb'.
OPSo.-w("v-' ..af~.llst ...,.
,.. 26
GC 6.03.05.04
Payment for Loss or 0UllIge
.01 The Conlractor shan be entitled to receive from the OWner, in addition 10 the amount due under the
Contract. the amount at which the OwneI's interest in restoration of the Walk has been appraised,
such amount to be paid as the restoration of the Work proceeds and in accordanc:e with the
requiremenis of Section GC 8.0, Measurement and Paymenl In addition the Contractor shaD be
entitled to receive from the payments made by the insurers the amount of the Conlractor's interest in
the restoration of the Work.
.02 The Contractor shan be responsible for deductible amounts under the poicies except where such
amounts may be excluded from the Contractor's responsibility by the tenns 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 shaD pay the CUllli~ the cost of restoring the Walk as the restoration of the
Work proceeds and in aocordance with the requiremenis of Section GC 8.0, Measurement and
Paymenl
GC 6,03.0&
Contractor's Equipment Insurance
.01 All risks Contractor's equipment insurance covering conslruclion machinery and equipment used by
the Contractor for the performance of the Work, including boiler insurance on temporary boilers and
pressure vessels, shan be in a fonn acceptable to the Owner and shaD not anow subrogation claims
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 car.cenalion, change or amendment resbicting ooverage
Subject to satisfactory proof of financial ~~ity by the COllli aCto. for self-insurance of the
Co.lli....luts Equipment. the Owner agrees to waive the equipment insunmce requirement, and for
the purpose of this Contract. the Contractor shall be deemed to be insured. This policy shan be
amended to provide permission for the Conbaclor to grant.prior neleases with respect to damage to
the Contnector's Equipment
GC 6.03.07
Insurance Requirements 8IId Duration
.01 Unless specified otherwise the duration of each insurance policy shan be from the date of
commenoement of the Work until 10 Days after the date of FlnaI Acceptance of the Work, as set out
in the FIIl8I Acceptance Certificate.
.02 The Contractor shaD provide the Owner, on a fonn acceptable to the Owner, proof of insunenee prior
to c:ommenoement of the Work, and signed by an ofIioer of the Conlractlll and either the underwriter
or the broker.
.03 The Conlractor shan, on request. promptly provide the OWner with a oerlifIed true copy of each
insurance policy exclusive of infonnatiQn 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 officer
of the ContraclDr and in addition, a signature by an ollicer of the insuner or the undelwriter or the
broker.
.04 Where a policy is renewed the Conlractor shan provide the OWner, on a form acceptable to the
OWner, renewed proof of insurance InvnediateIy foIowing completion of renewal.
.05 Unless specified otherwise the Conlractor shal be responsible for the payment of deductible amounts
under the policies.
.06 If the Contractor fails to provide or maintain insurance as required in subsection GC 6.03,
COhllQ,r's Insurance. or etsewhere in the Conlrac:l Documents. then the Owner will have the right to
provide and maintain such insurance and give evidence thereof to the Conlractor. The Owner's cost
thereof shall be payable by the Co..li....tuf to the OWner on demand.
"- 26
OPS ca.-I COlldlio"...' Conhcl- S I; I -"'1899
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.07 If the CoI4racklr fails to fIllY the cost of the Insurance placed bV the Owner wIIhln 3O.Dap of the date
on which the OWner made a formal delA81Id for reimbursement of suatt.costs the Owner may deduct
the cosls lhereoffrom monies which In due or may become due to the Conlractor.
GC 6.04
Bonding
.01 The Conlrac:lor shaD provide the Owner with the surety bonds in the amount required by the tender
documenls.
;02. SUch bonds shaD be issued byaduly licensed surety (Xlhlp8lly lIIIlt.o.l2ed to~ a business of
suretyship in the Province of Ontario and shan be maintained in good standing unlilthe fulfilment of
the Conlracl
OPS Oenonl Cell .110.-. oI~ - N.. ..... 1_
..... 27
SECTION GC 7.0. CONTRACTOR'S RESPONSIBIUTIES ANO CONTROL OF THE WORK
GC 7.01
General
.01 The Contraclor warrants that !he Site of the Work has been visited during !he preparation of !he
Tender and !he cIlaracter of !he Work and aU local conditions which may affect !he performance of
!he Work are known.
.02 The Contraclor shall not commence the Work nor deliver anything to !he Working Area until the
, Contractor has received a written order to c:ommet tee the Work, signed by the Contract Administrator.
.03 The Contractor shall have complete control of the Work and shall effectively direct and supervise the
Work so as to ensure confonnily..wilh the Contract Oocuments. The Contraclor shall be responsible
for construction means, methods. techniques, sequences and procedures and for COOIdinating the
various parts of the Work.
~....
.04 The Co..beo..luf shaD have the sole responsibility for the design, erection, operalion.malntenarace and
.,.~I of temporary slructures and other temporary facilities and the design and execution of
.; cdnstruction methods required in their use.
.05' NotwiIhslanding paragraph GC 7.01.04. where the Contract Documents include designs for
temporary slructures and other temporary facilities or specify a method of construclion in whole or
part, such facilities and methods shal be considered to be part of the design of the Work, and the
Contlactor shall not be held responsible for that part of the design or the specified method of
construclion. The Cohbac;lo{ shaD, hatlever, be responsible for the execution of such design or
specified method of construclion in the same manner that the C"..bactor is responsible for the
execution of the Work.
.06 The Col,bactor shall execute !he terms of the Contracl in strict compliarace with !he requirements of
the Occupational Health and Safely Act, R.S.O. 1990, c.O.1 (the .Act") and Ontario RegUlation
213191 (which regulates ConstrucIion Projects) and any other regulations under !he Act (the
.Regulations; which may affect the performance of the Work, as the .oonstructol" or .employe.... as
defined by the Act, as the case may be. The Contraclor shall ensure that
a) worker safety is given first priority in planning, pricing and performing the Work;
b) its officers and supervisory employees have a working knowledge of the duties of a .constructoI"
and .empIoyer" as defined by the Act and !he provisions of the Regulations applicable to the Work,
and a personal commitment to oompIy with them;
c)" a copy of !he most current version of the Act and the Regulations are available at !he ContractoI's
,office within !he Working Area, or. In the absertce of an office. in the possession of !he supervisor
. . ::.AlSponsible for !he performarace of the Work; .
; dtWilrkers employed to carry out the Work possess the knowledge. skiIs and protective devices
. -required by law or recommended for use by a recognized industry association to allow !hem to
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
f) all SuLou..b aCtors and !heir employees are properly protected from injury while they are at the
work place.
.07 The Col,bactu. when requested shall provide the Owner with a copy of Its heaJlh and safety policy
and program at the pre-start meeting, and shal respond prompUy to requests from the Owner for
oonfirmalion that Its methods and procedures for carrying out the Work comply with the Act and
Regulations. The Col ,b actor shall cooperate with representatives of the OWner and Inspectors
appointed to entoroe the Act and the Regulations in any investigations of worker health and safety in
the performance of the Work. The Coltlrac:tor shaI indemnify and save the Owner harmless from any
additional expense which the Owner may incur to have the Work performad as a result of the
Contractor's failure to comply with the requirements of the Act and the Regulations.
P_28
OPS ~ eoo_. af,ConIIacI. s......,_ 1999
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.08 PrIor to CO..~.....,,*.leIlt of the WOlle the c....~ shall prcMd6 to the Conlr8c:t AdmirliA..... a list of
those producls ......vIh.d under the Wor1cpIaca Hazardous '" . rials 'h"'''1lllioh S; 111m or WHMIS,
which the Cu..,......... expects to use on the ContnIcl Related ......iaIa Safety Data Sheets shall
accornpany lI1e SUb..lil.si...L AI conlairlels used in the appIk;atiorI of procIuc:ls controlled under
WHMIS shal belabaled The Co..b...Au shaH notify the Coolbactu. Administralor of chaIlges in
writing and provide rel8'i8l4 Material Safety Data Sheets.
.09 The Contractor shaH have an authorized represe .bdive on the site wille any work is being performed,
to actfororClfltheCol"~s betJaIf. Prior to commellcement at construclion, lI1eCo,......... shall
. notify the Conlract AdminisInIlor of the namesiaddresses.. positions and leIephone numbelS at.the
ColdJaclor's representatives who can be cordacled at any lime 10 deal with matleIS relating 10 the
Conlracl
. .10 The Co.lb.........shaII,..atno.8ddilional costlotheOwner,fumish aI reasonable aid, faciIiIIes and
_istance Alquired by the Contract Admi......for1he:proper ilSpllCliot\snd examtnation of the
Work or the taking of measurements forthe.purpoIIlt(lfipaymanl. . '"
.11 The Cenbacloo shaI pI8plII'e, and updaba as required, a """"tnoclionsdtadule-1rIdicaIi.lg the lining of
the major and crilIcal acIivIlias of the Work. The schedule shall be designed 10 ensure COhromlity
with the speclfied Contract Tme. The schadule shall be submilled to the ~ Adn,linlslrator
wiIhIn 14 Days from the dale at the Contract award. .
.12 Where the Coldlaclor finds any error, inconsistancy or omissloI. relaIingtothe CcnIract, the
'. Coldl......-shalI prohlPllY.report it to theContractAdministralor and shaI notfllooaad wilhthe acIivity
all'eded l.KltiI.recelvlngdillldion from the Contract Administralor.
.13 The Ce..b........ shaI arrange with the appropriale utility authorIias for the stake oul of aU
underground utilities and service connections which may be ..trt...Ibd by the WOlk. The Conlractor
shall be responsible for any damage done 10 the underground utiIilies by the ColdJacto(s forces
during construcIion . if the stake oul locations are wilhinthe loterances given in paragraph GC
2.01.01a).
GC 7.G2
I.lIyout
.01 Prior 10 c:ommarlQ8I'nll at construcIion, the Contract AdministraIor and theCOlIli'aclor wiI tocale on
site those property bars, banlnes and benc:I-u which are necmi,1' to dalnaaba the WorkIng
Anla and to lay <<ltthe Work, aI as shown on the Contract Drawings.
.02 The ConIraclor shal be I8SpOIlSibIe for the .rx-vation of aIIproperty'bIrli,'whila the WOlle is in
progress, axoept those property bars which must .beremoved.ID.f>l,."w'...]he Work. Any other
property bars disliIrbed, damageclor I8InoV8d by the Co.,b.....t\,;'&cp8l'IIIioIlSshaII be replaced by.an
Ontario Land SuIvayor, althe ColIlraclDr's expense.
.03 At no extra cost ID the Owner,the ConIraclor shall provide the Contract AdminisIralor with such
mabarials and devices as may be necessary 10 lay oul the baseline and benchmaItcs, and as may be
neo8SS8IY for the i ISpeCtion at the WOlk.
.04 The Co.lb-h.. shall provide qualified pereonneI ID lay oul and eslabIish aU lines and grades
ll8CesSIllY for consIrucllon. The Co.dlacb shaH notify the Contract Admilllstl.m.' of any Iayoul work
carried oul, so thalthe IIIll1e may be checked by the Contract AIlnliI'M.....
.05 The COI,lracb" shallnld8II and mainlaln subslanllal alignment marll8rs and _lCtaIy benchInarks
as may be requir8d for the proper execullon of the Work. The COIibACh.. shall supply one copy of all
alignment and grade 8heels 10 the Contract Administralor. .
OPS GenoIII CoIdIoM aI CoI!InIct" . L.I ,.,.
... 2t
.06 The COl,bactDI shall assume fuI respollsibilily for lIIignment. ele~ations and dimensions of each and
al parts of the Wor1t, regardless of whether the Conlractor's layout work has been checked by the
Contract Admitlistlalu/".
.07 All stakes, marks and reference points provided by the Contract Administrator shall be carefully
preserved by the Contractor. In the case of their deslruclion or removal as a result of the Contractor's
operations, such stakes, marks and reference points wHI be replaced by the Contract Administrator at
the ConIraclor's expense.
GCi.ci3
Damage by Vehicles or OIlIer Equipment
.....-.>
.01 If at any time, in the opinion of the Contract Administrator, damage is being done or is Iikefy to be.
done to any Roadway or any improvement thereon, outside the WOIklng Area, by the Contractor's
.. vehicles or other equipment, whether Ilcensed or unllcensed equipment, the Conlractor shall, on the
dit'ection of the Contract AdminlstralDr, and at no extra cost to the OWner, make changes or
,cSiibstilulions for such vehicles or equipment, and shall alter loadings, or in Some other manner,
.~ the cause of such damage to the satisfaction of the Contract Administrator.
.~. .
GC 7.G4
Ext-nf LoacIIng of MotDrVehIcles
.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 Conbactor or 0lheIwise.
'except where thele are designaIed areas within the Working Area where overloading is permitted.
The COl,bactDl' shaD bear the onus of weighing disputed loads.
GC 7.os
Condition of the WorIdng Area
.01 The Contractor shaD maintain the Working Area in a tidy condition and free from the accumulation of
debris, other than that caused by the OWner or others.
GC 7.06
Maintaining Roadways and Detours
.01 Where an existing Roadway is affected by conslrucIion. It shall be kept open to traffic, and the
COl ,lractor shall, except as otheIwise provided in this subsection, be responsible for providing and
maintaining for the duration of the Wor1t, a road through the WOIklng Area, whether along an existing
Highway, including the road under construction. or on detours within or adjacent to the Highway, in
lICCOIdauce with the MUTCD.
.02~CC...b....ro. shaD not be required to maintain a road through the Working ~ 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 acx:ordance with these General Conditions. The Contractor shall
not be required to apply deicing chemicals or abrasives or cany out snowplowing.
.03 Where localized and separated sections of the Highway only are alfecled by the CoIlIIactor's
operations. the Contractor will not be required to maintain intervening sections of the Highway until
such times as these sections are located within the Imils of the Highway aIfecled by the Contractor's
general. opelations under the Conlracl
.04 Where the Contract Documents provide for or the Contract Administrator requires detours at specific
locations, payment for the conslruclion of the detours, and If required. for the subsequent removal of
the detours. will be made at the Contract prices appl opt iate to such work.
P8ge 30
0ps0en0qI(:oj .~,_"'~-S.pl.mber1ll89
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.05 The Ccnob-.b shall maintain. in a '"'"l~"'to-y condition forlrallic. a road through the Working Nee,
at the 0Wner's eJCpenSe. The road through the WorkIng Nea wiI include any deIguf construc:ted in
accordance wllh the Conlract Documenls or required by the Conlract Adminislrator. Compensation
for all labour. equipment and III . iaIs to do this wort shall be at the Conlract prices approp.iate to
the wort and; where there are nosllCh prices. at negotiated prices. Notwith$t..dh.g the foregoing.
the cost of blading required to maintain the surface of such roads and detours shaH be deemed to be
included in the prices bid for the various tender items and no additiolllll payment wiD be made.
. ;()6 'Wheiewortllllder lhe'Conlractis. discQIllitwed for any extended periodincklding MMOI'I8fshutdown.
. . 'the Co.lhca.h.r sh8Il, when direded by the Cu. m-.l Adminislrator. open and place lhe Roadway and
delolll'S in a passable. safe and salisfaclDry condition for public travel.
.07 Where the CoomaclDt conslrucls a detour which is not specificall)' provided for in lhe COllbact
Oocumenls; or required bythe'CoIilrIIctAdminislrator,the consbuclion of the detour and. If required,
the subsequent rernovalshall be pedormed at>the.Cu.&-.M'$expense;, . ,The detour shaH be
conslructedand mailltained toslrUi:luial'.atid.geometrIco.....~ by .lhe Coodicd
. AdmInisbalor. Removal and site 'res\oration.ShalI;be, perfoImed.:..A..;..lbd by the Contract
AdmInisbaIor.
.08 Where, wllhthe prior written appro1IlII of the Contract AdminislralDr. the. Highway is closed and the
traIlic d'werled entirely oIfthe Highway to any other HighWay. the Coo....... sh8Il, at no extra cost to
the Owner.suppty. 'erect and mainlainlraffic control devices in ac:c:onIance wllh the MUTCD.
.09 Compliance wllhlhe foregoing provisions shall in no WBIY reIie\Ie theCu.&-.b d obIlga\ions under
. '. subseClionGC '6.01;'P!.AbcIiu., 'dWork, Persons and'Property, deeling wllh the Cu..b....A.ts
responsibility for damage claims. except for claims arising on sections of Highway within the Working
Nea that are being maintained by others.
GC 7.G7
AcU88 to PropertIes Adjoining the Wort and interruption of Utility
ServIces
.01 The ConlracIor shaH provide at allimes. and at no extra cost to the OWner.
a) adequate pedesbien and vehicular acx:ess; and
b) continuity d Wily services
to properties adjoining the Working AIelI.
.02 The ContraclDr shan provide at aU limes and at no extra cost to the Owner access to fire hydrants.
and water and gas valves Iocaled in the Working Asea
.03 Where any interrupIions in !he supply of UtIlIty services. _ 'requlred.:and,_ authorized bylhe
Contract Administrator.lheCu..b....b",.shaH give the all\oob,d property owners notice in accordance
wllh subsection GC 7.11. Notices by lhe Contractor. and shall arrange such inIerruptions so as to
aeate a minimum' of interference to those affected.
GC7.G8
Approvals and Pennlts
.01 Except as specified in subsedion GC 4.02~ Approval and Pen... the Contractor shaD obtain and pay
for any pennils. licenses, , and 0Sl1ilica1ie6 which at the date of tender closing. are required for the
pelformance of !he Work.
.02 The Coolb-.b shaH arrange for aI necessary inspections required by lhe apprD'nIls and pennils
specllied in paragrep/I GC 7.08.01.
OPSo..wCGl -. ..af~.TI$1 ....1..
"'31
GC7.ll9
Suspension of Work
.01 The Conlractor $hal, upon written notice from the Contract Administrator, discontinue or delay any or
aD of the Work and work shall not be resumed until the Contract Administrator so directs in writing.
Delays, in~ circumstances. will be administered according to subsection GC 3.08, Delays.
GC7.10
Contractor's Right to Stop the Work or Tennlnate the Contrac:t
-'
.01 If the OWner is adjudged banknlpt or makes a general assignment for the benefit of creditors because
';<of insolvency or if a receiver is appointed beca.1Se of insolvency, the Contractor may, without
prejudice to any other right or remedy the Conlraclor may have, by giving the OWner or receiver or
trustee in bankruptcy writtan notice, terminate the Contract. .
,"
) -
.02 If the Work is stopped or othelwise delayed for a period of 30 Daystlf.ll1Ol'e under an order of a court
or other public: authority and provIcIed that such order was not issued as the result of an act or fault of
. '.~eo.,b-tu. or of anyone dileclly employed or engaged by the Contractor",the Co..b....tuf may,
'Wi\hoo.t prejudice to any other right or remedy the Contractor may have, by giving the OWner written
. .. ~. 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 conlractuaI obligations if,
a) the Contract AdminislralDr fails to issue certificates in accordance with the provisions of Section
GC 8.0, Measurement and Payment;
. b) the OWner faIs to pay the C....b-tu.. within 30 Days of the due dates idehtlfled in clause GC
.'^ 8.02.03, CerliIiccdiun and Payment. the amounts certified by the Contract Administrator or within
30 Days of an award by an arbib..b' or court; or
c) the Owner violates the requirements of the Contract.
.04 The Contractol's written notice to the OWner shan advise that if the default is not corrected in the 7
Days immediately following the receipt of the written notice the Co"ba..b may, without prejudice to
any other right or remedy the Contractor may have, slop the Work or lerminate the Contract.
.05 If the Contractor terminates the Contract under the conditions set out in this subsaction, the
, CoI.bactor shall be entilIed to be paid for an work performed acconrmg 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.!U
Notices by the Contractor
.01 Bi!tore work is carried out which may affect the property or operations of any Ministry or agency of
government or any person, company, partnership or corporation, including a munlcipal 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 shan 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 liles,
or other pubic or privately owned works or property, the Contractor shal immediately notify the
OWner and the Contrecl Administrator of the Iocatlon and details of such damage or interference.
Pege32
OPS ~ c.. II lit of ConlI8cl- s., IIOJbel1_
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GC7.U
0b$tI1ti: liIl616
.01 Except as otherwise noted in these General Conditions, !he Cu.lb....... assumes a111he risks and
respoIlSibiIiIies arising ouI of any obstruction encountered in IIIe perfonn8IlCe of Ihe Work and any
IraIIic 'condlIions. including lralIic c:anditions on any Highway or road' giving SIX II S to the Working
Area caused by such obstruclions. and !he ConIractor shaH not make any claim against Ihe Owner for
any loss. damage or expense oocasichled thereby.
;02 Where!heobstn.lclion is '8 Utililyor other man-made object, !he Cu.lb....h.o. shaH not be. required to.
assume Ihe risks'and respoIlSlbiIiIies arising ouIof such obstruction. unless Ihe location of !he ,
obslruction is shown on !he plans or described in the specif.calions and Ihe IocaIlo.1 so shown is
wiU1in !he toIeranc:e specified in paragraph GC 2.01.01 a). or unless Ihe prnence and location of Ihe
obstruction has oIherwise been made known to the CotdraclOl or could have bean deIermined by Ihe
visual site inVf:Stigalion made by the .co"beoclu. in accordance wiIh lhese GeneralCondlIlons.
.03 During Ihe COUlSE! of Ihe ContracI, it is.Ihe;Cu.....A...s'res~ Utiity companies
. .or OCherappropriateaulhorilies forfurther.lnfu."lGliuolln.regard..to;iheelllllCl,~ .oflhese utilities. .
to exercise the nee IlIarycare in constructiorroperations;-and1o take1lUCh-olher precautlons as are
necesnry to safeguard !he UfiIIy from damage.
GC7.13
L1m....u..... of Operations
.01 Except for such work as maybe required by the Centrad Adminilitl.b...to mainIain Ihe Work ina safe
and satisfactory condition, !he Contrador shaH not carry on operations undar !he Contract on
Sundays without pennission in writing from Ihe Contract AdrnirIiAab..r.
.02 The Contractor shaD coopeull& wiIh other Col.b..Auls. UtiliIy companies and the Owner and Ihey
shaH be allowed access to their work or planl at all reasonable times.
GC 7.14
CIunIng Up Before Acceptance
.01 Upon atlaining Substantial Perfoonance of Ihe Work, the CoIdraclDr shaH _ surplusmatarials.
.' tools, construcIionmachinery and equipment not required for !he performance of the remalnlng Work.
The Cu..bclCfu( shaH also _ aU temporary works and debris other than that caused by !he
. Owner. or olhers andlealle !he WOI1c and Working Area clean and suitable for occupancy by Ihe
Owner unless oIherwise specified.
.02 The Work shall not be deemed III have reached Comjlletio.. un\lIlheQ",dl........ has removed surplus
malierial$. tools. consIruction machinery and' 'equipment The CollbllGlDr shaH also have removed
debris, other than that caused by !he Owner. or olhers. ' '
GC 7.15
Wurardy
.01 The Conlraclor shaU be responsible for Ihe proper performance of Ihe Work only to the extent that Ihe
design and specifications pennitsuch performance.
.02 SUbjec:t to the previous paragraph !he Contractor shaH correct promptly. at no addlllonal cost to the
Owner. defects or deficiencies in !he Work which appear,
a) prior to and during Ihe period of 12 months from the date of Substantial Performance of Ihe Work,
as sat ouI in !he CertifICate of Substantial Perfolmance of Ihe Work,
b) where the work is completed after !he date of Substalltial Pedorlll8llCe. 12 months after
Completion of the Work,
c) where there is no Cel'lificalD of Substantial Performance. 12 months from the date of Completion
rA the Work lIS sat ouI in !he Completion CerlIlicaIe. or
OPSGenerIICrr~'''''.oI~. T'rl IM'_
P8ge 33
d) such longer periods as may be specified for cer1ain Materials or some of the Work.
The Contract AdmhrilSbdlbo" wiD prompUy give the ConlradoI written notice of observed defects or
deficiencies.
.03 The Contractor shaH correct or pay for damage resulting from corrections made under the
requirements of paragraph GC 7.15.02.
.....
.'.
'~:'b::.
'~'<~"-"
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.~...
Pege 34
OPSo.n..ICcIIICIIIoI.af~.SI.l ......1SS9
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GC 8.01
GC 8.01.01
SECTION GC'" -IIEASUREMENT AND PAYMENT
u-u-nt
QuantIties
.01 The Conlract AdmiIdllb..... Will make an estin ile once a monIII, in writing, 01 the quantity of Work
perforllled. The first esIirnatIIt Will be the quantity of Work perfOn.Wld since the Conlractor
co"..iIlllced theContl1lct.'and ewry.,,~lefltestil.. except1he final one,wDI.be of thequanlity
of Work performed since the preceding eslimale was made. The ConlnIct Admilli$ll..... will provide
the copy of each estimaIe to the Coub ..ell)," wiIhin 10 Days of the eut.Off Date.
. . '.02 . Such qualltilie& for pl'Ogn sspaymenls' shall be conslrued and held to applOldonate. The final
.. quanlllies fotthe issuance of the Completion CertilicA.lihal be based on the measurement of Work
. COl.IflIeled.
.03 . MeasUrement ofthequantillesof the'Worlc- perfonUed.:wiJI be:eilher;by~ Measurement or by
Plan Quantity principles as indicalecf"in1lle'Corftract..- AdjllStlo:leills,~.Pll.fQantily measurements
will normally be made 'UilIi1g Plan 'Quanlityprinclples' but may. 'where' apprq.,-' 1 J .be made. using
AcIuaI Measurements. Those'ilemsiclelllifiedon1heTenderbythe 11lltaIiu.. (p)inthe unit c:oIumn
"shalbe pliicIlICCOldillgtothefllan Quantity. Items where therr.Al6.n (P) does not occur shall be.
paid aocordi'r9 to Actual Me rI Uleldent.
GC8.01.02
VarIIItions In Tender Qua,1UU-
.01 Where it'appears that the quanIiIy 01 Work to be done 'ancIIor 'MaIIeriaI'to, be supplied by the
COllllaclor under a unit price tender item will t'>cceed or be _than the tender quantity, the
c....b....... shall proceed to do the Work ancIIor supply the MaIerlaI required to complete the tender
item and payment WiD be made for the actual amount of Work done ancIIor M!larial supplied at the
unit pricas slated in 1he TancIer except as provided below:
a) In the case of a Major l\emwhere the quantity 01 Work perfooued ancIIor Materialsupplled by the
COO.b......... a:eedll the tender quantity by more than 15%, either party to the COOlb....t may make
awrillen request to the other parlyto'negotiate a rwised unit price for that porIIon 01 the Work
performed and/or.MateriaI suppIiecI which exceeds 115%ofthetencler quantity; The negotiation
sIlaIl be carried out as soon as reasonably pclIsibie. Any revision of the unit price shaI be based
on the reasonable cost of doing the Work andIor supplying the Mal8rial under the lender ltem plus
a reasc.llIbIe sIowllllce for prolI and epplicable overhead.
b) In the case 01 a Major I\em where the'qUalltily.of.Workpe.fvl.....dancllor'Materialsupplled by the
Cot~"""" is less than 85% of the tenclerquantity, the Cot.b....hA may make a written iequest to
negotiate for the porIIon of the actuaI'overhead&'and.fixed;C:OSls;~ to the amount of the
undemJn in excess of 15% of the tender quantity; ForpurpOSlS ofthrN~ theoverl1 &Ids
and fixed costs applicable to the ilIIlm are deemed to have been prorated lIIIIfonnIy over 100% of
the tender quantity for the item. Overhead costs shall be COl.Iir...ed by a statement certified by the
C0041....tw's senior financial cIIicer or auditor and may be audItecI by the Owner. AIIematively,
wherebolh parties agree, an allowance equal to 10% of the'lIIIil price on the amount of the
undenun in excess 0115% of the tender quantity will be paid.
Written requests for compensation must be received no later than 60 Days after the issuance of the
Cot,~ Certlficate.
GC 8.02
GC 8.02.01
Payment
Price for Wort
.01 Prices for the Work lIhaII be full compensation for a11Iabcur, Equipmenl end IiklUl8l required in its
perforlllance. The Ienn "all labour, Equipment and M8IeriaI" shall include Hand Tools, supplies and
other incidentals.
OPSca.n..teo. J.. ... oICon!Nct.lItrll ,,,,-,_
PIIge 35
.... .
.02 Payment for work not specifically detailed as part of any one Item and wiIhout specified dela~s of
payment wiD be deemed to be included in the items with which it is associated.
GC 8.02.02
Advance Payments for MaterIal
.01 The Owner win make advance payments for Material intended for incoIporation in the WorK upon the
wriIlen request of the ContraclDr and according to the following tenns and conditions:_
a) The CClub caGlo( shall, in advanc:e of receipt of the shipment of the Material, arrange for adequate
and proper sfDl age facilities and notify the Contract Administralcr of their locations.
,bl The value of aggregates, precessed and &lllckpiIed, shan be assessed by the following procedure:
i. Sources Other Than Commercial
(1)~'A', '8' and 'M' shall be assessed althe rate of 60% of the Contract price.
(2)Coarse and fine &ggl~ for hot mix asphaIlic concrete, surface treatment and Portland
cement concrete shall be assessed at the rate of 25% of the Contract price for each
~- "~ercialr89.*Sourcesstockplled.
...."H.
,;" 'Payment for separated coarse and fine aggregates wiD be considered at t!1e above rate when
?~' such matelliala me stockplIed at II comnlelaal source where further precessing is to be canied
out befoIe incorporating such materials InfD a final product. AdvanCe payments for other
materials located at a comrnerdal source wiI not be made.
,'c) Payment for an other materials, unless otherwise specified efsewhere in the Contract. shall be
based on the invoice price, and the Co.lbacfDf shall submit proof of cost to the Contract
Administralcr befoIe payment can be made by the Owner.
d) The payment for an Materials shall be proraIed against the appropriate tender item by paying for
sufIicient 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 Co..bactol wishes to receive advanoe payment shall be placed in the
designated storage location immediately upon receipt of the material and shall thenoeforth be held
by the Contractor in trust for the Owner as coIateral security for any monies advanced by the
. Owner and for the due completion of the WOI1<. The COllbacfDf shall not exercise any act of
ownership inconsistent with such security, or nenlOIIe any MatariaI from the storage locations,
except for inclusion in the Work, without the COIISe1lt, in writing, of the Contract Adrninislralcr.
f) SUch materials shall remain at the risk of the CUllb..ch.r who shall be responsible for any loss,
damage. theft, improper use or d8struction of the male rial however caused.
.02 Where the Owner makes advance paymeII1ts subject to the conditions listed in paragraph GC
8.02.02.01, such payment shall not constitute aooeptance of the MatariaI by the Owner. Acceptance
, ~ only be determined when the materlaI meets the requirements of the appropc iate specification.
GC 8.02.113 CertIficatIon and Payment
~
GC 8.0U3.01
ProgI'MS Payment C6.11f1cate
.01 The value of the WorK petrOlll1ed and Material supplied win be calculated once a month by the
Contract AdministraIor in aocordance with the Contract Documents and, clause GC 8.01.01,
Quantities.
.02 The progness Payment CertIficate wi. show,
a) the quantities of WorK performed;
b) the value of WorK performed;
clany advanced payment for Materials;
d) the amount of statutory holdback, liens, OWner's set-off;
e) the amount of GST as applicable; and
f) the amount due the ColobacfDf.
Page 36
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.03 One coPy of the Il'll9I iU PlIyrnentCelll1lo '. wlI be senlID the Cu.ob~.
.04 Payment will be made within 30 Days of the Cut-Off Date.
GC 8 02 03.02
c..IIfiwth.t, of Subcontract Completion
.01 Before the WOl1t has reached the stage of SUbslanlIal Perfom1ance, the ec..dl....... I1'IlIY notify the
Canlract AdmInistrator, it writing that a subcoI.lract is completed Wil;f....Mily and ask that the
.Canlract AdminislralDr: ClIItify.the c:omplelIon of such 5Ubconlract
.02 The Conlract Administrator will issue aCertlllcate of Sub..voobca.l Completion if the sub..uuhca.l has
been oompletB EI aatl& IaGlIo. i1y, and aD required .itspec:tion and Iesting of the wartcs oovered by the
subcoIdract have been carried out and the results are $8lisfac1ury.. .
.03 TheConttacfAdmlnistralDrwill &at outitlhecer-~ofSubcontlacl.GQnlp/etiollthe date on which
the S\ib..u..ha..lwas ccmpletedand wilhirf7'Days"of:thedale'the'sub..volb..l.js c:ertllied.ccmpIe\e,
the ConlnIct Admitlillb..... will give a COPY-oflhe:c:ertlfic: ili "1o..the:Conh~aocJ,1D the Subcontractor
conc:emed.
GC 8 02 03.03
SUbcontractS1atutDry HoIdbaclc Releae c..Uficatund Payment
.01 Following' receipt of the CerlIfIcah. of Sub..u.,hca.l. Complelion, the OWner wl8 rei! U 1.8I1d pay the
Cu.lh.......the statutory holdback relained it respect of the subc:o.lh...L .Such rei I i II shall be made .
46 Days after the'date the 6lAM..lbca.l.was c:ertIIiedcomplete8l1dproviding;the eon.......;submlls
the following to the Contract Admirlitth..1or.
a) a doaIment .satisfaclDly ID Ihe' Contract Admlnislrator that willlelease the OWner frOm aD' further
claims relating ID the subeo"....... qualified by stated exceptions such as holdback monies;
b) evidence satisfaGby to the Contract AdmInIstralDr that the SlIb..vodl....... has discharged aD
IiabiIilIes incurred it carrying out Ihe subcontract;
c)a .....fa.:kKy clearance certIficale or letter from the Workplace Sarely 8I1d Insutanc:e Board
relating ID the sut...v......t, and .
d) a copy ofthe.(lOI,haGtbetw8enthe Cu.......hx' 8I1d the SUboo.lh~ and.a.satisfactoly statement
showing the total.arnount due the Subconlractor from the Contractor.
.02 Parag/aph GC 8.02.03.03.01 d), will only apply to Lump Sum Items and then 0I'I1y when the Contract
AdmInislnIlor apec:IIicaII) requests it.
.03 Upon receipt of the statutory holdback, the Contractor"8hall'forthwilhgive- the Subcontrador the
payment due under the sub..." lll..cl
.04 Release of statutory holEIbrock by the OWner In respect of a' suboo,.. od shaD not relieve the
Cu. .t.......... or theContractor's Surety, of any of their responslbiIilie.
GC 8.tl2.03.t14
Cv.lIIicatlon of SublItantIal PeIfonnance
.01 Upon application by the CoI,hcl..hn and where the Contract has been subslanliaDy perfonned the
Contract AdmInistrator will issue a CertIIIcate of Substalltial Perfcnnance.
.02 The CO..llod Admlrdllll.... will &at out In the Certificate of Substantial Perfonn8nc:e the date 01'1 which
the Conlract was subslanlially performed and within 7 Days after signing the said certificate the
Contract AdmInistralDr Will provide a copy ID Ihe ec.. ,h ..........
.03 Upon receipt of a copy of the Cerlifate of Substantial Performance. Ihe Contrac:tc.r shaD forthwilh, as
required by SectIon 32(1) Paragraph 5 of the Con8bvcIion Lien Act. R.S.C. 1lllJO, c.C.30. as
amended. publish a copy of Ihe c:erliII..oilb it a construclion trade newspaper. Such publlc8lion shaD
Include placement in the 0aIIy Commercial NlIWI.
OPSGeIIeNlColldlii....of~.T "I ,.,,119
PIge 37
.04 VVhenl the COuba..u fails to publish a copy of the Cer\ili(.ale of SUbstantial Performance as required
above within 7 Days after receiving a copy of the c::...lificate signed by the Contract Administrator, the
Owner may publish a copy of the c:erlilicdle at the Co..b....tor's expense.
.05 Except as othelwise provided for in Seclion 31 of the Const1uction Lien Act, the 45-day lien period
prier to the release of holdback as refetTed to in clause GC 8.02.03.05, Subslantial Perfonnance
Payment and Statutory Holdback Release Payment Certificates, shall commence from the date of
publication of the Certificale of Substantial Performance as provided for above.
Substantial Performance Payment and Substaldial Perfonnance Statutory
Holdback Release Payment CerIificates
.01 When the Contract AdminislraIor issues the CellirlCBle of Substanliaf Performance the Contract
,0 Administrator will also issue the Substanliaf Perfon'i8IICe Payment CertifiG.:lle and the Substanliaf
F'eI1ormance Slatutory Holdback Release Payment Certificate or where appropriate, a combined
iiliYment certific:ate. .:
.~-_....- ;
.02,~ Substantial Performance Payment Certificate will shaw,
-&rthevalue of Work peIfonned to the date of SUbslanliaf Performance;
. b) the value of outstanding or incomptele Work;
.c) the amount of the statufDry holdback. Blowing for any previous releases of statutory holdback to
the Contractor in respect of completed SIIb..uo 4I...ho and deliveries of pre selected equipment;
d) the amount of mainlenance security requtred; and
e) the amount due the Cocfbaclol.
GC'8.02Jl3.05
.03 . Payment of the amount cerlified will be made within 30 Days of the date of Issuance of the payment
, cerlificate.
.04 The SUbstantial Performance Statutory Holdback Release Payment CeltifICale will be a payment
certificate releasing to the Contractor the statutory holdback due in respect of Work perfonned up to
the date of SUbstanliaf Performance. Payment of such statutory holdback shalf be due 46 Days after
the dale of publication of the Certificate of SUbstantial Perfonrw1ce but subject to the provisions of
the CoostnJction Lien Act and the submission by the Contractor of the foIowtng documents:
a) a release by the Cuub...a..' in a form satlsfaclDry 10 the Contract Admkli$bdluf releasing the
OWner from al further claims retating to the Contract, qualified by staled exceptions such as
outstanding work or matlers arising out of subseclion GC 3.14, Claims, Negotiations. Mediation;
b) a slatU\Ory declaration in a form satisfaclory 10 the Contract Administrator that all llabilllies Incurred
.e the Contractor and the ContraclDr's SUbcontractors in carrying out the Contract have been
, CliSchaIged except for statutory hofdbacks propeI\y retained; .
c) a satisfactory Certificate of Clearence from the WOll<pface Safety and Insurance Board; and
'~proof of publication of the Certificate of SUbstantial Performance. .
.~,..
GC 8.02.G3.06
CertIfIcatfonof Completfon
.01 Upon application by the Contractor, and when the Contract reaches Completion, the Contract
Administrator will issue a Completion Certific:ate.
.02 The Contract Administralor will set out in the Completion Certificate the date on which the Work was
completed and within 7 Days of signing the said cerlilicate the Contract Administrator will provide a
copy 10 the Contractor.
"0. ..t
Pege 31
OPSo.n..I~af~.~'89lI
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GC 8.02JI3.87
ConIpIetion ~t and Completioo S'''' 1 -y ~tulek Rei....
Par-t c.......
.01 When 1he Conlract Admi..i~ll.... issues 1he Completion CertiIicale, 1he Conlract AdI.lildl;ll..tu. will
also issue 1he Completion Payment Cel1iIK~ll and 1he Coml:fllbn !:ltPI>otory HoIdbeek Release
Payment CerIiIicaIe or where approp.iaIe. a combined payment c:ertIl. 1
.02 The Completion Payment CerIiIicaIe will shaN.
a) ml S on!I1lllIlt and value of Work at Completion;
b)1he amount of the furlher'slatutory hoIdbac:kbased on 1he value offurtherworkcocnpieled over
and above the value of work c:ompIeted shown in lhe Substantial Pbo Cu.manee Payment Certificate.
refelJ'ecIlo above; and
c) lhe amount due lhe Conlractor.
.03 The Completion Statutory Holdback RS'-'JI'!:PaymehLCertft:; L.JII'ill,b.e~ payment c:ei1ir.ca1lo
'releninglo'lhe Conbaclor'the'furtherSlllllllDrYll(jldback>:Payment:~ hoIdbackshal '
be due 46 Days after the dale of CornpIeliDItiOfJtMiWcxka..lII . <;rTLed_~,CeI1IfIOl!lIlo
, but subject to the provisions of theCon.stroction LilnAct.anc1h'llUbl7'l S Iou 'bY,lhe Co.dl~ of lhe
following dOcuments:
a) a urea s e by lhe C<)IIL..u... in a form satisfadDry 10 the ConInIc:tAdmlnlslralor relessing the
Owner from all further cIains relating 10 lhe ConIrac:t, qualified by slated exceptions where
appropii.4t.;
b) aslatutory dectaratioO in a form saIisfactDIy 10 theConlratt~ lh!It all liabilities incurred
by lhe Contractor and the Co..b....h.l's SubcoolllClC;h,,'S In QIIJYing out the ConIratt have been
cliscl-rgecl, quaIiIied by slated exceptions where appropIlale, and
c) a salisfa..tu.y CerIiIicaIe of Clearance from the WorlcpIace Safety and Insurance Boanl..
GC 8.G2.D3.oa
Interest
.01 Interest due the COhbactu. is based on simple interest and is celc:lllatechlSing the applicable RabI of
Interest.
GC 8.02JI3J1ll
Interest for l.IIte Par-t
.01 Provided lhe Conlractor has complied with the requlremenls of the Conlract including all
doc:umenIalion requiemenls, when payment by the Owner 10 lhe Co.dl....a.. for Work perb'hled, or
for release of slaIulory holdback, is delayed by the Owner. then thec..."....., shall be entilIed 10
receive lnle.est on the oulstandIng payment at the Raleu'hllelest,'lfpa,melll:1s not re1:11ved on lhe
dates set out below:
a) Progress Payment CeItIficale&; 30 Days aflerthe CUt-Olf Dale;
b) CerIiIic:ete of&tM..'b.... Completion:' 30 Days after the dabullll'lIliecIas'lhe dale on,whic:ll the
suboclIlllact was c:ompIeted;
c) SUbconlract Statutory Holdback Release Payment CerliIil.aIlo: 76 Days after the dale on whic:ll the
subconlIact was OOI,IpIelcd;
d)' Subst..otIeI PelformaIa Payment CerIiIic:ete: 30 Days after the'dale of issuance of 1he certIticale.
e) Substantial Performance Statutory HoIdbeck Release Payment CeI1ificate: 76 Days after
plll>lcat. oil of lhe Payment CerIiIic:ete of SubstantIal Per1orrnlnle;
f) Completion Payment CertIfic:aIe: .30 Days. after the date C8I1ified as lhe dale on whic:ll lhe
ConIratt reached Completion;
g) CoI.tpIetk...\ Statutory 1kJldb8c:k Relnse Payment CerIiIicaIe: 76 Days afIer lhe dale 0Il1ifIed as
lhe date whic:lllhe Work was c:ompIeled.
.02 If the Conlractor has not complied with the requirements of lhe ConIrac:t, including all docume.~
requierllellts. prior 10 explrallon of lhe lime periods descrIbecI In paragraph GC 8.02.03.09.01,
interest wi! only begin 10 ec:crue when the CUllb ....tu.. has c:ompIeled those requlremilllta.
OPS 0ennI CDI iIIIll>o. "'~. "-Ill. ..... t_
... 31
GC 8.02.03.10
Intel est for NegotiatIonS ..... ClaIms
.01 Except as hereinafter provided, where a notice of roegotiation. notice of intent to claim and the
subsequent claims are submitted in ..........dance with the time limiIs and/or procedure described by
subsec:tinn GC 3.14, Claims. NbgoIiaIions, Mediation, the Owner will pay the Contractor the Rate of
Interest on the amount of the neQo Goteo:l price for that part of the Work or on the amount of the settled
claim. SUch interest will not ...ol,.,81Oll until 30 Days after the salisfactory completion of that part of
the Work.
:1>":/,'::..
.02 ,Where the Conbactor 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
-, 3.14. Claims, Negolialions, Mediation, interest shaD not be paid.
.04 ,~a Collbactor fails to comply with the 3O-day lime limit and the procedures prescribed in
.;~ph GC 3.14.03.03 for submission of claims, interest shaD not be paid for the delay period.
--~. . ~
.......~..,.
GC 8J)%JJU1
Owner's set.off
.01 ,Pursuant to Section 12 of the Const1uction Lien Act, the OWner may retain from monies owing to the
Contractor under this Contract an amount $UfIiCient to cover any oulstanding or disputed liabilities
including the cost to remedy deficiencies, the rechlClion in value of substandard portions of the Wort<,
claims for damages by third parties which have not bean detIlrmined in writing by the Conb actor's
-insurer, undetennined claims by the OWner under paragraph GC 8.01.02.01 a), any nnssment 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 ofWorl<ers.
.02 Under these circumstances the Owner will give the Contractor appropriate notice of such action.
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 paragnlph GC 8.02.03.09.01.
GC 8.02.04
Payment on a TIme and MaterIal Basis
Definitions
GC8~li':U1
,
.01 FOOthe purpose of this clause the following definitions apply:
.,.... -
Cost of Labour: means the amount of wages. salary, travel. traveltime, 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 nec'!u alily engaged on the Worl< based on the recorded time and hourly rates of pay for such labour
and supervision. but shaH not include any payment or costs ineurred for general supervision,
administration of management time spent on the _ entire Work or any wages, salary or PayroH Burden for
whichtheCon~~iscom~byanypayment~bythe~forE~
Cost of Material: means the cost of Material purchased. or supplied from stock. and valued at current
ITI8Iket prices, for the purpose of canying out Extra Work, by the Conb actor. or by others when such
arrangements have been made by the Contractor for completing the WOrk, as shown by itemized Invoices.
Operated Rented Equipment: means Rented Equipment for which an .......o1Ib:lo is provided by the
supplier of the equipment and for which the rent or lease includes the cost of the operator.
P8ge ~
OPS 0enemI CandIIons of Conlr8ct. s..,Aloonber 11199
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PlIynlII Burden: means the payments in respeGt of workplace 1nsunw1ce. vacation pay, lJfYIpIoyment
inslnnc:e. public IiabiIily and property damage Insurance, sickness and IICCilhad insurance, pension fund
and SUCh other weIfant and benefit payments forming part of the CoIlb....tb(s I1Oll1llIIIabour COSlS.
RenIed Equipment: means equipment that is rented or leased for the spec:iaI pwpose of Work on a Tane
and Materia/Basis from a person, firm or corporation that is not an "'3fociate of the lessee as defined by
the SeclriiNAct, RS.O. 1990, c.S.5. as amended, and is approved by the Conlract Administrator.
RoMI- Work: means'the prepatalion, construc:tion" finishing and c:onsIruclion maildenance of, roads,-
'streeis; highWays and'perkinglolSand indudesall work incidentallherelooltlerlhan work on SIruclures.
Sewer andWatennaln WorIc means the preparation, conslrucIion, finishing, and construction
mailllen8llC:oJ of sewenystems and watermain systems, and includes al work inckIentaIlhereto olher lhan
work on struc:lures.
SIandby:Time:'means any period of lime Whil::h:is<notco.i$idt"edWOrklng:r~;dwhich fllgelher wtlh
the Worldng Tmedoes not elOCeecI'10hoU!'s;jn,any;one>Woltdng:Oaycanchluiirilfwhich lime a unit of
, equipment cannot practically be IIll8d on otIler.Work'butJll..... ..........oa.tbe'Sile::lrLorder to,caotinue wtlh
-ilnssigned1askand during which lime the unit is in fully operable ccndilion.
, Structure Work: means the conslruclion, reconslNclion, repair, allelllllo.~ remodelling, renovation or
< demolition of any bridge, building, tunnel or retaining wall and includes the preparation for and the laying of
the l'Oundalion of any bridge, building. tunnel or 'retaining waD and the iPAlallelion of equipment and
IIppIJtenances incidental thereto.
The 127 Rate: means the IiIte for a unit of equipment as listed in ,opss 127; Schedule of Rental Rales
for Conslruclion Equipment Including Model and Speclfic:alion Ref_lIoe. which is current at the lime the
work is carried out or for equipment which is not so listed, the IiIte which has been calc:ulated by Ihe
' Owner. using the same princ:lpIes as IIll8d in determining The 127 Ratss.
Wort on . 'Flme 'and IIIateriaI Basis: means Changes in the WOlk, Extra Work and Addltiunal WOIk
',' approved by the Conlract Admilisll....forpaynienton a Tme and Material basis. The Work on a Time
and MaleriaI Basis shal be, subject to all the terms, concIilions, specirlcali... IS and pnwIsions of the
Conlraet.
, Working time: means each period of lime during which a unit of equipment Is, actively and of ~
'engaged' 011 a' specific c:ipelaUo., and the first 2, hours of each. imn ~~folIowing, period during which
the unit is not so engaged but during which the openIlionis.olherwls6.~'-I9.and during,which lime
the unit l;8IlIlOt praclicalIy be tnmsrerred to olhercwork but must remain on the_,in Older to continue wtlh
its assigned tasks and during which lime the.unlUs in a fullyoperabie condilion. _,_ ,
GC 8.02.04.02
Dally Work Records
.Ot DailyWOIk Recon:Js prepared as the case may be by eiIher the CoIdiik4ul's representative, or Ihe
, Conlract AdriIinislretor and-repcl!1illgthe labour and Equiphlent eriIp/oyed and the MIIleIiaI used on
each Time andMal8rlal project, shall berec:onciled and signed each day by bolh the CoIl11..etu1's
I'l!prf s enlaliYe and the Conlract Admlnislrator.
GC 8 02.04.03
Par-d for Work
.01 Payment as herein provided shaI be full compensalion for all labour, Equipment and M8lllrtal to do
the Work on a Time and r' . rial Basis except where there Is agreement to the OOIlIJa, Y prior to the
com" Ie.\ceh Ieo It of the Work on 8 Time and Material EllI8Is. The payment8djwbll.1tll on a TIme and
MalerlaI basis shall apply to eech individual Change Order aulholized by the Conlract AdnIilM.du(.
OPS GMw.I CondIioI.. Of CooRcl. r,pll .... 1l1li
"'41
GC 8.02.04 04
Payment for Labour
.01 The Owner will pay the Contractor for labour employed on each TIITIe and Material project at 135% of
the Cost of labour up to $3000. then at 120% of any portion of the Cost of labour in excess of
$3000.
.02 The Owner will make payment in respect of PayroR Burden for WOIk on a Tune and Material Basis at
the Contractor's actuat cost of Payroll Burden.
.03' 'At. the Owner's discretion, an audit may be conducted in which case the actual Payroll Burden so
detennined shaH be applied to all Tune and Material wot1< on the Contract.
GC8.o2..04.05
payment for Material
.01 The Owner will pay the ContraclDr for Material used on each Tme and Material project at 120% of the
,~ of the Material up to $3000. then at 115% of any portion of the Cost of Material in excess of
..- ~ .
,........,."
:F.'"
GC'tf.i%04.06
.,.
Payment for equipment
GC 8.02.04.06.01
Working TIm.
.01 The Owner wi. pay the CohlJadol for the WOl1cing Tune of aD equipment oth8r than Rented
equipment and Operated Rented Equipment used on the WOIk on a Tme and Material besis at The
.127 Rates with a cost adjustment as foIows:
a) Cost $10.000 or less . no adjustment;
b) Cost greater than $10,000 but not EllCC8eCfing $20,000 - payment $10.000 plus 90% of the portion
in excess of $10,000: and
c) Cost grealer than $ 20,000 - $19,000 plus 80% of the portion in excess of S20,ooo.
.02 The Owner wiI pay the Contractor for the WOrking Tme of Rented Eq~ used on the Work on a
Tme and Material Basis at 110% of the irwolce price approved by the Contract Administrator up to a
maximum of 1.10% of The 127 Rate. This COIlDbaiul wiD be waived when the Contract Administrator
approves the invoice price prior to the use of the Rented Equipment
.03 The Owner will pay the Contractor for the WOl1cing Tme of Operated Rented Equipment used on the
Work on a Tme 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
'Milerial Basis.
GC UJ2I04;06.02
)>4;'
Standby TIme
.01 The Owner will 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 will pay Rl8SOIl8ble costs for Rented
Equipment where this is neces5llrily retained in the Working Area for extended periods agreed to by ,
the Contract Administrator. This will include Rented Equipment intended for use on other work, but
has bean idled due to the ciR:umstanceS giving rise to the WOrk on a Tine and Material Basis.
.02 In addition. the Owner will include the Cost of labour of ope,..tu;s 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 WOIk on a TIITIe and Material Basis.
.03 The Contract Administrator may require Rented Equipment Idled by the circumstances giving rise to
the Work on Tine and Material Basis to be returned to the lessor until the work requiring the
equipment can be resumed. The Owner will pay such costs as result fIom such return.
1>942
OPSo.-.I CoIld1l1oo" r:I CanInId. s..,.loo._1l11lll
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.04 When Equipment is frlInsported, solely for !he purpose of !he Work on a Tme and ~1Il8riaI Basis. to
or from !he WorIcin9Area on a Tine and Material basis. payment will be made by !he Owner only in
respect of !helntnspclllil'lJ units. When Equipment is moved under lis own power it shall be deemed
to be working. The melhod of moving Equipment and the rates shaI be "llbject to !he approval of !he
Contract Adminislrator.
GC 8.02.04.07
Payment for Hand Tools
.01 Notwllhslandingany.oIherprovision of this Section.no.payment shaI be made to.!he.ConIraclor for
' or in respect of Hand Tools or equipment that are tools of !he trade.
GC 8.02.G4.08
Payment for Work By SIIb..v..h...:tors .
.01 Where !he eo....aoIllo lIITlII~ forWOIkon a.Tme and Material Basis,or.a part of it, to be.perfor.....d
. by Subconlla..a..lI...on..a..Tine. allcLMaterlaI..basIs-..and...has .D.ll=.i;:ed,~,.prior to !he
. ... COIt1llleIlCemelll.ot:'$UCh:.worIc;,in accordanoe wiII:u,Jbe"reqilDmenls~~Iion=GC 3.10.
.. . SubContracting bytheCoi41.dlK,!heOwner Will payth&'c:ost"ofWoltc..awrJl:'-III8!~ Basis
. by1he Subc:onlractDr caIcuIaled'8SIf!he.Conbacb had-clon&tiMl~.MateriaI Basis, .
p1us1l markup ~'rl1 II on !he following basis: .
a) 20% of !he first$3,OOO; plus
b) 15% of!he amount from $3.000 to $10.000; plus
c) 5% of !he amount in excess of $10,000.
. ;02.~ fwlher I1l8Ikupwll be applied regardless.of.!he extent to which.!he work is assigollld or: sublet to
. " oIheIs; If work is';assigned .or,sublet..to an.associ9le,.asdetinedbylhe: Securities:.Act 110 markup
wIIalsoever win be applied. .
GC 8.02.D4.09
SUbmission of invoices
.01 . Al!he staIt of !he Work on a Tine and Material. Basis, !he Conlrac:tor .shaII.p1OVld&.lhe appIic:able .
. labour and Equipment rates not already SUbhlitted to.!he Contract AdmInIslralDr dlll'ing the course of
$UCh work.
.02 .Separal&summariesshal be'compIeled by the ContnIc:tor according to !heslanllard for.m"Summary . .
for Payment.of AccounIs on a Tine.and Material BasIs".. Each.SU'MIlIIyshallinclude,!he order
number and covering dates of the work and shallernim.l8p8IlIleIy labour, J" I, riaI&.and Equipment.
,Invoices for Ma1eriaIS. Renlied Equipment and other charges incumId by.!he Co/ib-kn 011 !he Work
on a Tine and MlllliaI Basis sb@llbe inc:Iuded wllhellctuIUmm8lY"""~,,~,,, .,.__.~_..._,.
:m Each monIh!he.ConlracMdmillJtt,...toiwiU Include-wilb!hemqnlhly~-JlllIY!1!Il9.l~le. !he
costs of !he Work on a Tine and Malerial BasIs incurred during.'!he preceding month an in
accolltance wilhthe Ouo......t 8lIminil.tl..tlve. procedures and !he c...41....u's invoice of !he Work on a
Tme and Material Basis. .
.04 The final "Sunvnatjfor Payment of Accounts on a Tine and Material BasIs" shaD besubmllled by !he
c...,b........ within 60 Days after the completion of the Work on a Tine and Material BasIs.
GC 8.02 05
Final Acceptance Cfn urate
.01 Mer theacoeptance of tile Work .!he. Contract Adminislralor will issue !he Final Aci::eptance
Cerlllic:all:r, or. Whent IIppIicabIe. alter !he warranty Period has expielf. The Final AccEIpIance
CerliIk.cole wi8 not be issued until all known deliciellclea hlMl been ~1l111 or COIRICled, as the case
may be, and !he c.....-kn has discharged all obligations under !he COnIIact.
OPS GenenII Concl'Jonul ConncI. S.I ......,.
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OPSGenenII CoI.c111looa alCOnIrKt. S.~...,_1899
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GC 8.02.06
payment of Workers
.01 The COntractOr shaD, in addition to any fringe benefils. pay the workers employed on the Wor1o; in
aocordance with the labour conditions set out in the Contract and at intervals of not less than twice a
month.
.02 The COntractOr shaD require each SUbconlraClor doing any part of the Work to pay the workers
employed by the Sub..u..bactor 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 5el.()ff.
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 shaD be of sufficlenl detaD to support the
total cost of the Work, Changes in the Work, and Extra Work. The Contractor shall preseMl all such
" original Records until 12 months after the Final Acceptance Certificate is ~ or until aD cIains
have been seWed, whichever is longer. The Conb........ shaD require that Sub.Alo.bactors employed
by the Contractor preserve aU original Records pertaining to the WOrk, Changes in the Work, Extra
Work and claims arising therefrom for a sinUar period of lime.
,,02 If. in the opinion of the Contract AdministratOr. Daly Wor1o; Records are required. such records shaD
report the labour and Equipment employed and the MaterIal used on any specific portion of the Work.
The Daily Work Records shaD be reconciled with and signed by the ConlraclDr's representative each
day.
.03 The Owner may inspect and audit the ContraCtor's Records reIaling to the Work, Extra Work and
Changes in the Work at any time during the period of the ~ The ColdlaClor shaD supply .
certified copies of any part of its Records required whenever requeSted by the OWner.
GC s.o2.08
Taxes and Duties
.01 Where a change in Canadian Federal or Provincial taxes occurs after the date of tender closing for
this Conlnlct, and this change coukI not have been ahllc;ipaled at the time of bidding. the Owner will
increase or decrease Contract payments to account for the exact amount of tax change involved.
.02 Claims for compensation for addilIonaI tax cost shaft be submitted by the Contractor to the contract
AdrnillilOh ator on fonns provided by the Contract Administrator to the Contractor. SUch claims for
additional tax costs shall be submitted not less than 30 Days after the date of Anal Acceptance.
.03 Where the Conlractor benefits from a change in Canadian Federal or Provinclat taxes, the Contractor
shaD submit to the Contract Administrator, on fonns provided by the Conlract Administrator, a
statement of such benefits. This statement shan be submitted not later than 30 Days after Fllal
Acceptance.
.04 Changes in Canadian Federal or Provincial taxes which 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 manutacture or supply of such commodities or the provision of such services Is
carried out by the CUlIb a<;Ior or a Subcontractor. are subject to a claim or benefit as detailed above.
SerYices in the IalIer context means the supply and operation of equipment, the provision of labour
and the supply of COI...IOdilies. which do not form part of the Work.
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GC 8.02.09
Liquidated Damages
.01 When iquidated damages are specified in lhe ConlJad and the Contractor fails to comp/ete lhe Work
in accordance with lhe Contract, the ContractPr s!Jal (!iIY such amounts as are &pecified in lhe
Contract Documents.
OPS ~ Cond_ "'Conl_. &epIooo,_ tll8ll
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