HomeMy WebLinkAbout2007-079
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 2007-079
Being a By-law to authorize a contract between the
Corporation of the Municipality of Clarington and Dave Boyle
Excavating Limited, Bowmanville, Ontario, to enter into
agreement for the Green Road and Baseline Road
Reconstruction, Bowmanville, Ontario.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS
FOLLOWS:
1. THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the
Corporation of the Municipality of Clarington with the Corporation Seal, a contract
between, Dave Boyle Excavating Limited, Bowmanville, 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 16th day of April, 2007.
By-law read a third time and finally passed this 16th day of April, 2007.
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, MuniCipal Clerk
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CORPORATION OF
THE MUNICIPALITY OF CLARINGTON
GREEN ROAD AND BASELINE ROAD
RECONSTRUCTION, BOWMANVILLE
CONTRACT NO. CL2006-53
February 2007
~~
architects
planners
TSH No. 12-29523
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AGREEMENT
THIS AGREEMENT made in quadruplicate
BETWEEN: BOYLE EXCAVATING 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.
Page I of 3
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DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS
Green Road and Baseline Road Reconstruction, Contract No. CL2006-53, Bowmanville.
Addendum No. I dated February 28, 2007
Addendum NO.2 dated March I, 2007
Addendum NO.3 dated March 2,2007
A. TENDER FORM: General
Itemized Bid
Bonds
Schedule of Tender Data
B. STANDARD TERMS AND CONDlTlONS
C. SCHEDULE 'C' - CONTRACTOR SAFETY
D. INSTRUCTIONS TO TENDERERS
E. SPECIAL PROVISIONS - GENERAL
F. SPECIAL PROVISIONS - TENDER ITEMS
G. STANDARDS
H. PLANS: Drawings No. 1-23, WS-I
1. ST ANDARD 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 CIa ring ton Design Guidelines and Standard
Specifications - 2004.
OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 353 Nov. 2005 506 Nov. 2005 571 Nov. 2001
128 Current 405 Nov. 2005 510 Nov. 2006 572 Nov. 2003
201 Nov. 2003 407 Nov. 2004 511 Nov. 2004 577 Nov. 2006
206 Nov. 2000 408 Nov. 2004 540 Nov. 2006 603 Mar. 1993
310 Nov. 2004 410 Nov. 2006 541 Nov. 2005
314 Nov. 2004 421 Anr. 1999 552 Nov. 2002
351 Nov. 2005 501 Nov. 2005 570 Au~. 1990
J. GEOTECHNICAL INVESTIGATION
K. 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 August 17, 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 benelit of and be binding upon the heirs, executors,
administrators and assigns of the Contractor and on the heirs and successors of the Purchaser.
Page 2 of 3
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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:
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in the presence of )
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BOYLE EXCAVATING LTD.
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SIGNED and sealed by the Purchaser: THE CORPORATION OF THE MUNICIPALITY OF
CLARINGTON
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in the presence of )
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Pf29523!T eoder~1 AGR.doc
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Page 3 of 3
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CONTRACT NO. CL2006-53
MUNICIPALITY OF CLARINGTON
Page I of]
GREEN ROAD AND BASELINE ROAD
RECONSTRUCTION, BOWMANVILLE
ADDENDUM NO.3
Contractors are hereby advised of the following modifications to Contract No. CL2006-53
]. INSTRUCTIONS TO TENDERERS
CLAUSE 1 - GENERAL
Revised to read:
SEALED Tenders plainly marked "Contract No. CL2006-53" will be received until:
2:00:00 P.M., LOCAL TIME, MONDAY, MARCH 5, 2007
All tenders must be submitted on the basis of these modifications.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH
Engineers Architects Planners
513 Division Street
Cobourg, Ontario K9A 5G6
March 2, 2007
p:\ 12- 29523I.specs\29523-add3.doc
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CONTRACT NO. CL2006-53
MUNICIPALITY OF CLARINGTON
Page I of I
GREEN ROAD AND BASELINE ROAD
RECONSTRUCTION, BOWMANVILLE
ADDENDUM NO.2
Contractors are hereby advised of the following modifications to Contract No. CL2006-53
I. ITEMIZED BID
Part 'A' Roadworks and Storm Sewers
Item No. 30 - Rip-rap on Geotextile
revise quantity to 650
2. DRAWINGS
Drawings 1 and 3
All clearing and grubbing limits on the south side of Baseline Road from Station 0+790 to Station 0+970
shall be extended to the south grading limit line shown just south of the south property line. This includes
the large tree at Station 0+946 right shall also be included in the clearing and grubbing item.
All tenders must be submitted on the basis of these modifications.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH.
Engineers Architects Planners
513 Division Street
Cobourg, Ontario K9A 5G6
March I, 2007
\\serverlprojects\ 12-29523\specs\29523-add2.doc
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CONTRACT NO. CL2006-53
MUNICIPALITY OF CLARINGTON
Page 1 00
GREEN ROAD AND BASELINE ROAD
RECONSTRUCTION, BOWMANVILLE
ADDENDUM NO.1
Contractors are hereby advised ofthe following modifications to Contract No. CL2006-53
1. ITEMIZED BID
Part 'A' Roadworks and Storm Sewers
Item No. 39 b) Highway Fence
revise quantity to 560
Part 'B' - Watermain and Appurtenances
Item No. 3.05.07
revise quantity to 3
Add Item:
ea
Quantity
1
Unit Price
Total
Item No.
3.07.02
Spec. No.
RMDSS
SP
Description
50 mm dia. Blow Off as Der
S-406 !Modified)
Unit
2. SCHEDULE C - CONTRACTOR SAFETY
For those bidders which have Independent Operator Status with WSIB they must submit the letter
confirming their status and number from WSIB with their bid submission.
3. INSTRUCTIONS TO TENDERERS
Page 5. Clause No. 20. Construction Timin\!
The completion date in the first bulleted line shall be revised to September 28. 2007.
The following bullet is to be added:
. Baseline Road is to be open to through traffic by August 17, 2007.
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4.
SPECIAL PROVISIONS - GENERAL
Page 13. Clause No. 32. General Liability Insurance
The following land owner(s) shall also be named as additional insured:
Mr. Thomas Bozanis, Owner 2346 Baseline Road, BowmanviUe
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CONTRACT NO. CL2006-53
MUNICIPALITY OF CLARINGTON
Page 2 00
ADDENDUM NO.1 (Cont'd.)
5. SPECIAL PROVISIONS - TENDER ITEMS
Site Preparation - Item No.1
Page I
Add the following to the 6th bullet regarding topsoil stripping:
"Stockpile locations for topsoil are available on east and west of the facility access road (i.e. in
front of the Indoor Soccer Facility"
Revise the 3'" last bullet regarding topsoil at the Clarington Community Recreational Facility as follows:
. Placementof400 mm of topsoil, minimum of200 mm must be screened, on the ..."
Page 2
In the 3'" paragraph under Mechanical Seed replace "Common No. I Kentucky Bluegrass" with
"Certified Canada Grade No. I" and add the following paragraph:
"The seed mix shall be:
60% Kentucky Bluegrass
40% Turf Type Perennial Rye Grass"
Page 3
Add the following to the last paragraph:
"The Contractor shall maintain the site and control erosion until final acceptance of the seed
and cover as per OPSS 572".
Boulder Removal - Item No.4
Page 4
Add the following sentence:
"Boulders can also be disposed of at the Garington Fields Recreational Facility as directed by
the Contract Administrator. "
Rip Rap ou Geotextile - Item No. 30
Page 10
The 2nd sentence of the 2nd paragraph for this Item shall be revised to read:
"Rock shall be an imported quarry material; ..."
Page II
Delete the 2nd last paragraph for this Item and replace with the following:
"Geotextile for rock protection shall be TerraflX Z70R or approved equivalenL"
lilt
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CONTRACT NO. CL2006-53
MUNICIPALITY OF CLARINGTON
Page 3 00
ADDENDUM NO.1 (Cont'd.)
Add the following Special Provision to Page IS.
ITEM NO. 3.07.01 - 50 mm BLOW OFF
Reference:
RMD Detail S-406 (Modified)
Include:
.I Excavation.
.2 Supply and installation in accordance with Detail S-406(Modified).
.3 Backfill with select native materials and compaction.
.4 Measurement for Payment - each, complete.
6. DRAWINGS
Drawings 1 and 3
The removal of the existing fencing along the south property line from Station 0+840 to Station 0+960 is
to be added to the drawings.
Drawings 2 and 4
The installation of Highway fencing as per O.P.S.D. 971.101 along the south property line from Station
0+800 to Station 0+960 is to be added to the drawings.
All tenders must be submitted on the basis of these modifications.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH
Engineers Architects Planners
513 Division Street
Cobourg, Ontario K9A 5G6
February 28, 2007
\\server'projects\12-29S23\specs\29523-addl.doc
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PROJECT:
AUTHORITY:
CONTRACT ADMINISTRATOR:
TENDERER:
TENDERS RECEIVED BY:
[>/2"S21'Sp<.'Cs-'219J 8- TF -Si~n[)ucs_do<;
TENDER FOR CONTRACT NO. CL2006-53
GREEN ROAD AND BASELINE ROAD RECONSTRUCTION,
BOWMANVILLE
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
TOTTEN SIMS HUBICKI ASSOCIATES
ENGINEERS, ARCHITECTS and PLANNERS
513 DIVISION STREET
COBOURG, ONTARIO. K9A 5G6
Telephone: 905-372-2121 Fax: 905-372-3621
Bovle Excavatin2 Ltd.
Name
2663 Concession Road 8
Bowmanville. Ontario LIC 3K6
Address (include Postal Code)
Tel: 905-263-2226 Fax: 905-263-2070
Telephone and Fax Numbers
David A. Bovle
Name of Person Signing
President
Position of Person Signing
Ms. Patti Barrie, Clerk
Corporation of the Municipality of Cia ring ton
40 Temperance Street
Bowmanville, Ontario
L1C 3A6
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TENDER
CONTRACT NO. CL2006-53
To:
The Mayor and Members of Council
Corporation of the Municipality of Cia ring ton
Re:
Contract No. CL2006-53
Green Road and Baseline Road
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 if found 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 (10) calendar days from the date of
receipt of Notice of Acceptance of the 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'J pages
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ITEMIZED BID
CONTRACT NO. CL2006-53
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CLl006-53 for the following unit prices.
Spec. No.
SP
(P)
RMDSS
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 Standard Specifications
Municipality of Clarington Design Guidelines and Standard Drawings
Item No. Spec No. Description Unit Quantity Unit Price Total
PART 'A': ROADWORKS AND STORM SEWERS
I 201 Site Preparation LS 230,573.00
SP, MOC
2 201 Clearing and Grubbing LS 55,856.00
SP, MOC
3 206 Earth Excavation (Grading) , 114,940 4.53 520,678.20
m
SP, MOC (P)
4 206 Boulder Removal ea 10 42.70 427.00
SP, MOC
5 310 Hot Mix H.L.-3 t 160 123.10 19,696.00
SP, MOC
6 310 Hot Mix H.L.-8 t 2,600 71.40 185,640.00
SP, MOC
7 314 Granular 'A' t 8,000 17.56 140,480.00
SP, MOC
8 314 Granular 'B', Type I t 23,000 9.50 218,500.00
SP, MOC
9 351 Concrete in Sidewalk 2 800 54.20 43,360.00
m
SP, MOC
10 353 Concrete Curb and Gutter (All m 1,525 43.40 66,185.00
SP, MOC Types)
II 353 45' Concrete Gutter Outlet ea 3 276.80 830.40
MOC
12 405 100 rom Perforated Plastic Pipe m 1,525 8.90 13,572.50
SP, MOC Subdrain with Geotextile C-301
13 410 200 rom Dia. PYC DR35 Storm m 105 98.00 10,290.00
SP, MOC Sewer
14 410 300 rom Dia. CP Storm Sewer, m 461 123.00 56,703.00
SP, MOC Class 3
15 421 MOC 600 rom Dia. Plain Galvanized m 45 388.00 17,460.00
CSP Culvert, Gauge 1.6 mm,
Riveted
16 407 600 rom x 600 mm Precast ea 17 1,878.00 31,926.00
SP, MOC Catchbasin (C-104, OPSD
400.010)
Page 3 of 9 pages
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ITEMIZED BID
CONTRACT NO. CL2006-53
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2006-53 for the following unit prices.
Spec. No.
SP
(Pl
RMDSS
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 Standard Specifications
Municipality of Clarington Design Guidelines and Standard Drawings
Item No. Spec No. Description Unit Quantity Unit Price Total
17 407 600 mm x 600 mm Precast ea I 1,993.00 1,993.00
SP, MOC Catchbasin with Beehive Type
Grate (C-104, C-114)
18 407 1200 mm Dia. Precast ea 7 3,328.00 23,296.00
SP, MOC Maintenance Hole (C-lOl)
19 408 Adjusting Catchbasins and ea 4 1,013.00 4,052.00
SP Maintenance Holes
20 501 Water for Compaction and Dust 3 1,500 8.80 13,200.00
m
Suppression
21 506 Calcium Chloride Flake kg 8,500 0.81 6,885.00
22 SP Sawcutting Asphalt m 50 4.30 215.00
23 510 Removal of Sidewalk , 37 8.80 325.60
m
SP
24 510 Removal of Curb and Gutter m 35 8.80 308.00
SP
25 510 Removal of Culverts and Sewers m 90 8.80 792.00
SP
26 510 Removal of Ditch Inlets ea 3 74.80 224.40
SP
27 570,571 Topsoil (Imported) and Sod m' 7,500 6.10 45,750.00
SP, MOC (Nursery, Unstaked)
28 SP a) EcoBlanket m' 20,000 3.70 74,000.00
b) EcoBerm (Provisional) m 500 18.00 9,000.00
29 570,572 Topsoil (Imported), Seed and , 7,500 3.50 26,250.00
m
SP, MOC Mulch
30 511 Rip-Rap on Geotextile m' 650 36.00 23,400.00
SP
31 552 Guiderail
SP (a) Steel Beam m 85 117.00 9,945.00
(b) 3 Cable m 145 37.00 5,365.00
32 541 Miscellaneous Warks
SP (Provisional)
(a) Landscaping LS 15,000.00
Page 4 of 9 pages
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ITEMIZED BID
CONTRACT NO. CL2006-53
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2006-53 for the following unit prices.
Spec. No.
SP
IP)
RMDSS
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 Standard Specifications
Municipality of Clarington Design Guidelines and Standard Drawings
Item No. Spec No. Description Unit Quantity Unit Price Total
(b) Rip Rap Slope Repair m' 100 44.00 4,400.00
33 RMDSS Adjust Valve Boxes ea 4 94.00 376.00
SP
34 SP, MOC Provisional Item m3 50 44.20 2,210.00
H.L.-8 Blend Clear Stone Bedding
with Geotextile
35 577, SP, Siltation Control
MOC (a) Light Duty Silt Fence 1,500 20.00 30,000.00
m
Banier (Temporary)
(b) Straw Bale Flow Check ea 10 51.00 510.00
(Provisional)
(c) Rock Flow Check (V-ditch) ea 12 215.00 2,580.00
(Temporary)
(d) Sediment Trap ea 2 215.00 430.00
36 603, SP 75 mm Rigid PVC Duct Direct m 155 40.00 6,200.00
RMDSS Buried
37 603,SP Electrical Handwells ea 4 523.00 2,092.00
RMDSS
38 603,SP Underground Enclosure ea I 790.00 790.00
RMDSS
39 540, SP, Fence
MOC (a) Acoustical Fence (C-505) 58 203.00 11,774.00
m
(b) Highway Fence m 560 15.00 8,400.00
(O.P.S.D. - 971.101)
(c) Chainlink Fence (C-501) m 60 62.00 3,720.00
40 SP Asphalt Cement Price Adjustment LS 20,000.00
Allowance
Total Part 'A' (Carried to Summary) 1,965,660.10
PART '8': WATERMAIN AND APPURTENANCES
3.01 RMDSS Pipe (Not Including Restoration)
SP
3.01.03 300 mm Dia. PVC m 194 198.00 38,412.00
Page 5 of 9 pages
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ITEMIZED BID
CONTRACT NO. CL2006-53
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2006-53 for the following unit prices.
Spec. No.
SP
(P)
RMDSS
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 Standard Specifications
Municipality of Clarington Design Guidelines and Standard Drawings
Item No. Spec No. Description Unit Quantity Unit Price Total
3.0\.30 Connection to Existing 300 mm LS 4,237.00
W.M. at Sta. 1+276
3.03 RMDSS Valves
SP
3.03.01 300 mm Gate Valve and Box as ea 4 2,902.00 11,608.00
per S-408
3.04 RMDSS Hydrants
SP
3.04.01 New Hydrant with Storz Pumper ea I 4,748.00 4,748.00
Nozzle as per S-409
3.04.03 Temporary Flushing Hydrant ea I 2,778.00 2,778.00
3.05 RMDSS Services (Not Including
SP Restoration)
3.05.02 25 mm Main Stop ea 2 138.00 276.00
3.05.07 25 mm Curb Stop and Box ea 3 173.00 519.00
3.05.12 25 mm Dia. Copper Pipe m 100 141.00 14,100.00
3.05.18 25 mm Brass Plug ea I 2,745.00 2,745.00
3.05.30 Water Connection at House No. LS 10,000.00
974
3.06 RMDSS Test Points
SP
3.06.01 19 mm Dia. Test Point as per S- ea I 3,131.00 3,131.00
429
3.07 RMDSS Blow Offs
SP
3.07.02 50 mm dia. Blow Off as per S-406 ea I 3,045.00 3,045.00
(Modified)
Total Part 'B' (carried to Summary) 95,599.00
Page 6 of 9 pages
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ITEMIZED BID
CONTRACT NO. CL2006-53
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2006-53 for the following unit prices.
Spec. No.
SP
(P)
RMDSS
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 Standard Specifications
Municipality of Clarington Design Guidelines and Standard Drawings
Item No. Spec No. Description Unit Quantity Unit Price Total
PART 'C': GENERAL ITEMS
8.01 RMDSS Contract Administrator's Field
SP Office
8.01.01 Supply and Maintain Field Office LS 8,031.00
8.02 RMDSS Contractor Documentation
SP
8.02.01 Bonds, Insurance and LS 29,567.00
Maintenance Security
8.03 RMDSS Mobilization and Traffic
SP Control
8.03.01 Mobilization and Demobilization LS 9,826.00
8.05 RMDSS Surveying and Monitoring
SP
8.05.01 Pre-Condition Survey LS 3,335.00
Total Part 'C' (carried to Summary) 50,759.00
SUMMARY
Total Part 'A' - Roadworks and Storm Sewers 1,965,660.10
Total Part 'B' - Watermain and Appurtenances 95,599.00
Total Part 'C' - General Items 50,759.00
Total (excluding GST) 2,112,018.10
GST (6% of Total) 126,721.09
TOTAL TENDER AMOUNT 2,238,739.19
Tenderer's GST Registration No RlOl279420
P:\12-29523\Specs\~CUOO6-53 ItemBid-SignDocs.xls lSignOocs
Page 7 of 9 pages
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AGREEMENT TO BOND (to be completed by Bondin!! Company)
CONTRACT NO. CL2006-53
Bond No.: 64022420-02
WE, the Undersigned, HEREBY AGREE to become bound as Surety for
Dave Bovle Excavating Ltd.
in a Performance Bond totalling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and a Labour
and Material Payment Bond totalling 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.CL2006-S3 is accepted by the Authority.
IT IS A CONDITION of this Agreement that if the above mentioned 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 Kitchener
this
21"
day of F ebruarv
2007
The Sovereign General Insurance Company
Name of Bonding Company
Craig Beaton
Signature of Authorized Person
Signing for Bonding Company
(BONDING COMPANY SEAL)
Attorney-in-Fact
Position
(This Form shall be completed and attached to the Tender Submitted).
Page 8 01'9 pages
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SCHEDULE OF TENDER DATA
CONTRACT NO. CL2006-53
The work specified in the Contract shall be performed in strict accordance with the following Schedule:
A.
General
Itemized Bid
Agreement to Bond
Schedule of Tender Data
STANDARD TERMS AND CONDITIONS
SCHEDULE 'C' - CONTRACTOR SAFETY
INSTRUCTIONS TO TENDERERS
SPECIAL PROVISIONS - GENERAL
SPECIAL PROVISIONS - TENDER ITEMS
STANDARDS
PLANS: Drawings No. 1-23, WS-I
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.
TENDER FORM:
Pages I and 2
Pages 3 to 7
Page 8
Page 9
Pages I to 9
B.
C.
D.
E.
F.
G.
H.
I.
Pages I to 6
Pages I to 16
Pages I to 18
OPSS No. Date OPSS No. Date OPSS No. Dale OPSS No. Dale
127 Current 353 Nov. 2005 506 Nov. 2005 571 Nov. 2001
128 Current 405 Nov. 2005 510 Nov. 2006 572 Nov. 2003
201 Nov. 2003 407 Nov. 2004 511 Nov. 2004 577 Nov. 2006
206 Nov. 2000 408 Nov. 2004 540 Nov. 2006 603 Mar. 1993
310 Nov. 2004 410 Nov. 2006 541 Nov. 2005
314 Nov. 2004 421 Am. 1999 552 Nov. 2002
351 Nov. 2005 501 Nov. 2005 570 Au~. 1990
J.
K.
GEOTECHNICAL INVESTlGA nON
GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
The Contractor, by this tender, offers to 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 il 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. CI.2006-53, executed by me/us bearing date the l day of March
we have fully read all related documents to tender data as listed above.
Qc:1/3~
NAME OF FIRJvf Bovle Excavatin~ Ltd.
2007 and
POSITION ~sictenl .... .
,,,,,,,,~:-- :::..... '":~........ ;~}.~~
.:f ,Y1COMPAl'{Y-$EA!-)
::~. ~ ~ w_ ~
-. '- - -
PriV3CV Lel!islation == -: _~ .:~~ : ~
Federal legislation governs the collection and use of personal information from individuals. We rcprC~Ui...a~d wax:SO~ the O\~:Lttplt we
have obtained the CONSENT of any and all employees whose personal infonnation we have supplied U) ~Qwner inJbis tender. 1"'tl1s
personal information, which includes, but is not limited to, the employees' names, education, work andf;.rl5j~t"hi.story:--prof~ssionaf
designations and qualifications. This CONSENT permits the owner to disclose this personal information "'(a-JtilEDgfri~ir~{ownet~~~ agent)
for the purpose of evaluating our bid. In the event that the tender is successful. this personal information ma)r'&LW he os?a jn.i'~oject
......-......
administration, for contact purposes.
SIGNATURE:
This is Page 9 of9 Pages to be submitted as the Tender Submission for Contract No. CL2006-53.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2006-S3
STANDARD TERMS AND CONDITIONS
P/12-29523/Specsi21940-T &C
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STANDARD TERMS AND CONDITIONS
1
The MWlicipality ofClarington 's "Standard Tenns and Conditions" shall apply to this Contract
except where noted below.
. Clause 15 of the "Standard Tenns and conditions" shall be superceded by Clause 2,
"Guaranteed Maintenance" of the "Special Provisions - General" Section of the
Contract.
. Clause 16 and 18 of the "Standard Tenns and Conditions" is not applicable to this
Contract.
. Clause 23 of the "Standard Tenns and Conditions" shall be superceded by Clause
6.03.02 of the OPS General Conditions of Contract (September 1999) which requires a
$5,000,000.00 liability coverage.
. Clause 26 of the "Standard Tenns and Conditions" shall be superceded by Clause 20,
"Workplace Hazardous Materials Information System (WHMlS)".
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STANDARD TERMS AND CONDITIONS
2
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1. DEFINITIONS
Municipality - The Corporation of the Municipality of Clarington, its successors and assigns.
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Bidder - The person, finn or corporation submitting a bid to the Municipality.
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Company - The person, contractor, finn or corporation to whom the Municipality has awarded the
contract, it successors and assigns.
Contract . The purchase order authorizing the company to perform the work, purchase order
alterations, the document and addenda, the bid, and surety.
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Subcontractor - A person, firm or corporation having a oontract with the company for, or any part of,
thewor!<..
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Document - The document(s) issued by the Municipality in response to which bids are invited to
perfonn the wor!<. in accordance with the specifications contained in the document.
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Bid - An offer by a Bidder in response to the document issued by the Municipality.
Work. All labour, materials, products, articles, fixtures, services, supplies, and acts required to be
done, fumished or perfonned by the company, which are subject to the Contract.
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2. SUBMISSION OF BID
Bid invitation shall be in accordance with the Municipality of Clarington Purchasing By-law #94-129
and will apply for the calling, receiving, and opening of bids. The Municipality will be responsible for
evaluating bids, awarding and administering the contract in accordance with the Purchasing By-law.
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The bid must be submitted on the fonn(s) and in the envelope supplied by the Municipality unless
otherwise provided herein. The envelope must not be covered by any outside wrappings, Le. courier
envelopes or other coverings.
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The bid must be signed by a designated signing officer of the Bidder.
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If a joint bid is submitted, it must be signed on behalf of each of the Bidders.
The bid must be legible, written in ink, or typewritten. Any form of erasure, strikeout or over-writing
must be initialled by the Bidde(s authorized signing officer.
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The bid must not be restricted by a covering letter, a statement added, or by alterations to the
document unless otherwise provided herein.
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2. SUBMISSION OF BID (conrd)
Failure to return the document or invitation may result in the removal of the Bidder from the
Municipality's bidder's list.
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Should a dispute arise 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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A bid received after the closing date and time will not be considered and will be retumed, unopened.
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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 work 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 cond~ions of sale shall be of
any effect unless explicitly 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 prier 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 alter 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 pertorm the work by the specified delivery date.
6.
DELIVERY
Unless otherwise stated, the work speCified in the bid shall be delivered or completely pertormed 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, shewing 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 work covered thereby, or the particulars of
the delivery ticket or piece tally thereof.
Work shall be subject to further inspection and approval by the Municipal~y.
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.S. 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.
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STANDARD TERMS AND CONDITIONS
4
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All prices quoted shall include applicable 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.
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If the Bidder intends to manufacture or fabricate any part of the work outside of Canada, it shall
arrange its shipping procedures so that its agent or representative in Canada is the importer of
record for customs purposes.
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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 directly applicable to work specified in this document
subsequent to its 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.
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8. TERMS OF PAYMENT
Where required by the Construction Lien Act appropriate monies may be held back until 60 days
after the completion of the work.
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Payments made hereunder, including final payment shall not relieve the company from its
obligations or liabilities under the contrac!.
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Acceptance by the company of the final payment shall constitute a waiver of claims by the company
against the Municipality, except those previously made in writing in accordance with the contract and
still unsettled.
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The Municipality 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
ofi!.
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Payment may be made 30 days after delivery pursuant to the Bidder submitting an invoice, contract
requirements being completed and work being deemed satisfactory.
9.
PATENTS AND COPYRIGHTS
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The company shall, at its expense, defend all claims, actions or proceedings against the.Municipality
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 its lawyers' fees on a solicitor and his own client basis occasioned
to the Municipality by reason thereof.
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The company shall pay all royalties and patent license fees required for the work.
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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 Municipality 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.
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10.
ALTERNATES
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Any opinion with regard to the use of a proposed alternate determined by the Municipaiity shall be
final. Any bid proposing an alternate will not be considered unless otherwise specified herein.
11.
EQUIVALENCY
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Any opinion determined by the Municipality with respect to equivalency shall be final.
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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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17.
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STANDARD TERMS AND CONDITIONS
5
13.
FINANCING INFORMATION REQUIRED OF THE COMPANY
The Municipality is entitled to request of the Company to furnish reasonable evidence that financial
arrangements have been made to fulfill the Ccmpany'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 work and its performance. The company shall be responsible for ensuring
similar compliance by suppliers and subcontractors.
The contract shall be governed by and interpreted in accordance wilh 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 work (or specified
warranty/guarantee period if longer than one year) any part of the work becomes defective or is
deficient or fails due to defect in design, material or workmanship, or otherwise fails to meet the
requirements of the contract, the company, upon request, shall make good every such defect,
deficiency or failure without cost to the Municipality. The company shall pay all transportation costs
for work 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 items 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; to 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 irrevocabie for 90 days after the official closing time.
The placing in the mail or deiivery 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 10
the extent des~ribed in the notice of award.
DEFAULT BY COMPANY
a.
If the company: commits any act of bankruptcy; or if a receiver is appointed on account of
its insolvency or in respect of any of its property; or if the company makes a general
assignment for the benefit of its creditors; 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 persistently disregards statutes,
regulations, by-laws or directives of relevant authorities relating to the work; or fails to
prosecute the work with skill and diligence; or assigns or sublets the contract or any portion
thereof without the Municipality's prior written consent; or refuses to correct defective work;
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 Municipality may, upon expiration of
ten days from the date of written notice to the company, terminate 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 entitled to:
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i) take possession of all work in progress, materials and construction 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;
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ii)
withhold any further payments to the company until the completion of the work
and the expiry of all obligations under the Correction of Defects section;
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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 to the company, any balance to be paid by the company to the
Municipality).
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18.
CONTRACT CANCELLATION
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The Municipality shall have the right, which may be exercised from time to time, to 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 settlement. The Municipality shall not be liable to
the Company for loss of anticipated profit on the cancelled portion or portions of the work.
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19. QUANTITIES
Unless otherwise 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.
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Payment will be by the unit complete at the bid price on actual quantities deemed acceptable by the
Municipality.
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20.
SAMPLES
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Upon request, samples must be submitted strictly 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 pUrpJses.
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The acceptance of samples by the Municipality shall be at its sole discretion and any such
acceptance shall in no way be construed to imply relief of the company from its obligations under the
contract.
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Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where
applicable.
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21. SURETY
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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.
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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.
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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 to withdrawal.
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23.
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24.
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25.
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STANDARD TERMS AND CONDITIONS
7
22.
WORKPLACE SAFETY AND INSURANCE BOARD
All of the Contracto~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 Municipaiity, an original Letter of Good Standing
from the Workplace Safety and Insurance Board shall be provided prior to the commencement of
work indicating all payments by the Company to the board have been made. Prior to final payment, a
Certificate of Clearance must be issued indicating all payments by the Company to 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 Calling 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 fonn "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 to this ciause.)
Single Independent Contractors I Owners I Operators must also provide a certificate from the
Workplace Safety & Insurance Board confinning they have purchased the optional WSIB coverage.
The Municipaiity of Clarington has the right to reject any bid it deems to provide insufficient coverage.
INSURANCE
The company shall maintain and pay for Comprehensive General Liability insurance including
premises and all operations. This insurance coverage shall be subject to limits of not less than
$3,000,000.00 inclusive per occurrence for third party Bodily 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
perfonned 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.
LIABILITY
The company agrees to defend, fully indemnify and save hannless 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 direcUy or indirectly
by reason of a requirement of Ihe contract, save and except for damage caused by the negligence of
Ihe Municipality or its employees.
The Company agrees 10 defend, fully indemnify and save harmiess the Municipality from any and all
charges, fines, penalties and costs that may be incurred or paid by the Municipality ~ the Municipality
or any of its employees shall be made a party to any charge under the Occupational Health and
Safety Act in relation to any vioiation of the Act arising out of this contract.
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 difficulties encountered due to 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.
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STANDARD TERMS AND CONDITIONS
8
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26. SAFETY
The Company shall 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 outlined in the Contract
or to the Employees of the Company.
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wnhout limiting 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 andlor Employer wnh respect to or arising out of the performance of the
Company's obligations under this Contract.
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The Company shall be aware of and conform to all governing regulations including those established
by the Municipality relating to employee health and safety. The Company shall keep employees and
subcontractors informed of such regulations.
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The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied
Hazardous Materials.
27.
UNPAID ACCOUNTS
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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 liens, attachments, claims, demands, charges or other encumbrances.
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28.
SUSPENSION OF WORK
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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.
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The resumption and completion of work after the suspension shall be governed by the schedule
established by the Municipality.
29.
CHANGES IN THE WORK
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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 shall be
increased or decreased by the application of unit prices to the quantum of such increase or
decrease, or in the absence of applicable unit 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.
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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.
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31.
MUNICIPAL FREEDOM OF INFORMATiON AND PROTECTION OF PRIVACY ACT (MFIPPA)
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All correspondence, documentation, and information provided to staff of the Municipality of Clarington
by every offerer, including the submission of proposals, shall become the property 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.
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Offerers are reminded to identify in their proposal material any specific scientific, technical,
commercial, proprietary, or similar confidential information, the disclosure of which could cause them
injury. Complete proposals are not to be identified as confidential.
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32.
CRIMINAL BACKGROUND CHECKS
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"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
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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 permitted entrance to private or restricted areas or
residences. This wiil 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.
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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 Municipaiity 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 pelicy and procedure.
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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 CLARlNGTON
CONTRACT NO. CL2006-53
SCHEDULE 'c'
P/12-29523/Specs/Schedule C-21940.doc
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE
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POLICY:
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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:
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the measures and procedures prescribed by the Occupational Health and Safety Act and
the Regulations are carried out on the proiect;
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every employer and every worker performing work on the proiect complies with the
Occupational Health and Safety Act and the Regulations (under the Act); and
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the health and safety of workers on the proiect is protected.
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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.
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DEFINITIONS:
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Contractor - any individual or firm engaged by the Municipality to do work on behalf of the
Municipality.
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Project - means a construction project, whether public or private, including,
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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,
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the moving of a building or structure, and
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any work or undertaking, or any lands or appurtenances used in connection with
construction.
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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.
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SCHEDULE(C
CONTRACTOR SAFETY
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POLICY AND PROCEDURE Continued...
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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.
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Project Manager - means the municipal management representative who has responsibility for a
contract.
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PROCEDURE:
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The following items are required before any Contractors are hired by the Municipality.
a)
Before beginning a project, the project manager or delegate must detennine whether any
designated substanceslhazardous materials are (or will be) present at the site and prepare
a list of all these substances.
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b)
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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
substanceslhazardous materials must be provided to all prospective constructors and/or
contractors.
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c)
The request for tender/quotations will require prospective contractors to include a list of
the designated substanceslhazardous materials that will be brought onto the work site and
material safety data sheets.
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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.
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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.
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f)
As part of the tender/quotation conditions, before award of a contract, the contractor
must provide details of their Health and Safety program.
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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).
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h)
Before the start of the assignment, the following documentation will be provided to the
successful contractor, by the project manager or delegate.
i)
ii)
iii)
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Copies of the Municipal Corporate Health and Safety Program
Departmental health and safety policies
Workplace procedures regarding health and safety practices.
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SCHEDULE (C)
CONTRACTOR SAFETY
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POLICY AND PROCEDURE Continued...
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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.
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
HEALTH AND SAFETY PRACTICE FORM
To Contractor(s):
The Municipality of Clarington is conunitted 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.
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The New Experimental Experience Rating (NEER)
- The WSIB experience rating system for non-construction rate groups
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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
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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
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POLICY AND PROCEDURE Continued...
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6.
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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. I/we 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 "Act"); and
b)
have sufficient knowledge and training to perform all matters required pursuant
to this contract/tender safely and in compliance with the Act.
2.
In the performance of all matters required pursuant to this contract/tender, the
contractor/successful tenderer shall,
a) act safely and comply in all respects to the Act, and
b) ensure that its employees, it subcontractors and their employees act safely and
complying all respects with the Act.
3.
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.
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 contractor/tender.
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;
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 contract/tender; 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 contract/tender.
.... Bp.~,::<. ..4.~.<,.1~.,.~::..!.~...~:?. ......... .O~T;:'.~ .."E.~:r::.~cf..............
Contractor Name of Person Signing for Contractor
..........Q~.. /c::....
Signature of Contractor
-<1~/l;>L - 2.0-'07
...............................~ ~?..................................
Date
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
CONTRACTOR HEALTH AND SAFETY W ARNING/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.
F AlLURE TO COMPLY WITH THIS W ARNING/STOP WORK ORDER SHALL CONSTITUTE A
BREACH OF CONTRACT.
PART "A" - DETAILS OF CONTRACT
CONTRACTIP.O. #
DESCRIPTION:
NAME OF FIRM:
PART "B" - DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER)
SCHEDULE (C) .
CONTRACTOR SAFETY .
DATE & TIME OF INFRACTION: .
DESCRIPTION OF INFRACTION INCLUDING LOCATION:
.
ORDER GNEN BY MUNICIPALITY: .
.
DID THE CONTRACTOR COMPLY WITH THIS ORDER? .
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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
.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2006-S3
INSTRUCTIONS TO TENDERERS
P/29523/Specs/21941.IT.doc
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INDEX
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2006-53
CLAUSE
SUBJECT
PAGE
1. GENERAL........................................................................................................................................................... 1
2. BLANK FORM OF TENDER ............................................................................................................................ 1
3. TENDER DEPOSITS ......... .................. ........ ........ ................ .................. ........... .............. ... .... ............................. 1
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
11. COMMENCEMENT OF WORK........................................................................................................................ 3
12. LOCATION.... .................... .... ........... ... ................... ............. ................ .... ...... ................ ............... ............ .......... 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. CONSTRUCTON TIMING ................................................................................................................................ 5
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PAGE ONE
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2006-53
1.
GENERAL
SEALED Tenders plainly marked "Contract No. CLl006-53 "will be received until:
2:00'00 P.M., LOCAL TIME, FRIDAY, MARCH 2, 2007
and shall be addressed to:
Ms. Patti Barrie, Clerk
Corporation of the Municipality of Oarington
40 Temperance Street
Bov,"nanville, Ontario
L1C 3A6
2.
BLANK FORM OF TENDER
One copy of the Tender, on the forms provided, shall be submitted. All information requested
shall be shown in the tender, in the space provided.
3.
TENDER DEPOSITS
All tenders shall be accompanied by a certified cheque or a bid bond in the minimum amount
defined below, made payable to the Authority, as a guarantee for the execution of the Contract.
Total Tender Amount
Minimum Deposit
Reqnired
$ 20,000.00 or less
20,000.01 to 50,000.00
50,000.01 to 100,000.00
100,000.01 to 250,000.00
250,000.01 to 500,000.00
500,000m to 1,000,000.00
1,000,000.01 to 2,000,000.00
2,000,000.01 and over
$1,000.00
2,000.00
5,000.00
10,000.00
25,000.00
50,000.00
100,000.00
200,000.00
All deposits will be returned within ten days after the Tenders have been opened except those
which the Authority elects to retain until the successful tenderer has executed the Contract
Documents.
The retained tender deposits will be returned when the successful Tenderer has fully complied
with the conditions outlined in the Contract Documents.
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2006-S3
4. BONDS
The Contractor is required to provide a Performance Bond. and a Labour and Material Payment
Bond, each in an amount equal to 100 percent of the Total Tender Amount, to guarantee his
faithful performance of this Contract and his fulfillment of all obligations in respect of
maintenance and payment for labour and materials used on this work.
Each Bond shall be with a satisfactory Guarantee Surety Company, resident in Canada or
authorized to carry on business in Canada.
An Agreement to Bond must be submitted with the tender bid. Bonding company standard
"Agreement to Bond" forms are acceptable.
S. RIGHT TO ACCEPT OR REJECT TENDERS
The Authority reserves the right to reject any or all tenders or to accept any tender should it be
deemed to be in its best interest to do so.
Tenders which are incomplete, conditional or obscure, or which contain additions not called for,
erasures, alterations, or irregularities of any kind, may be rejected as informal.
Tenders will not be accepted unless submitted in the envelopes provided.
6. UNACCEPTABLE TENDERS
Each item in the Tender Form shall include a reasonable price for such item. Under no
circumstances will an unbalanced tender be considered. The Authority and the Contract
Administrator will be the sole judge of such matters, and should any tender be considered to be
unbalanced, then it will be rejected by the Authority.
7. ABILITY AND EXPERIENCE OF TENDERER
The Authority reserves the right to reject any tender where satisfactory evidence of sufficient
capital, plant and experience to successfully prosecute and complete the work in the specified
time, is not furnished by the Tenderer.
8. PROVINCIAL SALES TAX
Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this
Contract.
2.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2006-53
3.
9. GOODS AND SERVICES TAX (GST)
The Tenderer shall NOT include any amount in his tender unit prices for the Goods and Services
Tax. The GST will be shown on each payment certificate and will be paid to the Contractor in
addition to the amount certified for payment and will therefore not affect the Contract unit prices.
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10.
EXECUTE CONTRACT DOCUMENTS
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Tenders shall be open for acceptance for a period of 30 days after the closing date. After this
time the tender may only be accepted with the consent of the successful Tenderer.
The successful Tenderer shall execute the Contract Documents and furnish the required bonds
within 10 calendar days of receipt of notification of Acceptance of Tender.
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Failure by the successful Tenderer to meet the above requirements will entitle the Authority to
cancel the award of the Contract and to retain the tender deposit as compensation for damages
sustained due to the successful Tenderer's default. The Authority may then award the Contract to
one of the other Tenderers or take such other action as it chooses.
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II.
COMMENCEMENT OF WORK
The successful Tenderer shall commence work at the site within 7 calendar days of the official
commencement date as specified in the written order issued in accordance with GC7.0 1.02 of the
General Conditions.
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12.
LOCATION
The work is located on Green Road from 240 m south of Baseline Road to 60 m north of
Baseline Road and Baseline Road from 500 m west of Green Road to West Side Drive,
Bowmanville, Municipality of Clarington.
13.
SOILS INFORMATION AND CROSS-SECTIONS
.
Geotechnical investigations have been undertaken on behalf of the Municipality of Clarington.
The results provided are for information only and are not guaranteed by the Authority. A copy of
the Geotechnical Report is included with the Tender Documents as listed in the "Schedule of
Tender Data".
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Design cross-sections may be viewed for information purposes at TSII Cobourg.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2006-53
4.
14. TENDERERS TO INVESTIGATE
Tenderers must satisfy 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.
A WARD 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.
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 of Cia ring ton".
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.
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. CL2006-53
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
Ms. Donna Naulls
Enbridge Consumers Gas
Tel: 1-416-758-7935
Ms. Cindy Ward
Roger Cable T.V. Ltd.
Tel: 905-436-4138
Mr. Jim Hisson
Hydro One
Tel: 1-905-623-1071
Ex!. 3318
Hydro Plant Relocation
. Hydro plant on the east side of Green Road, North of Baseline Road will be relocated first.
. Hydro plant, on Green Road south of Baseline Road will be relocated temporarily across
vacant land in the South East quadrant of Green Road and Baseline Road.
The relocation is scheduled to be complete in advance of contract commencement. Construction
on Green Road South cannot commence until temporary hydro relocation is completed.
20.
CONSTRUCTON TIMING
The Contractor is advised of the following timing with respect to operations.
. Work shall commence on April 16, 2007 and shall be completed by September 28,2007.
. Baseline Road is to be open to through traffic by August 17,2007.
. Work shall commence at the west limits of the contract.
. Installation of the 300 mm diameter PVC watermain will be carried out as one of the initial
operations. This is required to ensure water supply to House No. 974 which presently is
supplied by a well.
. No work can commencc on Grccn Road south of Baseline Road until Hydro plant is relocated
and the entrance to House No. 974 (Colwill) has been reinstated off Baseline Road.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2006-S3
SPECIAL PROVISIONS - GENERAL
P/29523/SpecsJ21942-SPG.doc
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INDEX
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2006-53
CLAUSE
SUBJECT
PAGE
I. PLAN QUANTITY ITEMS.."..."..".........."..."".........".................."............................,..............,.......1
2. GUARANTEED MAINTENANCE ....,.,',.,......"....."."...".......",...,.'..".......,',..,...."...,.....,.,..,.,...",..,.. I
3. CONTRACT TIME AND LIQUIDATED DAMAGES .".."........................"...................................... I
4, CONTRACTOR'S AUTHORIZED REPRESENT A TIVE ...................................".............................2
5, OPS GENERAL CONDITIONS...,.."..,., ,.".." ,..,..., """"""""'" ,......" ....,.,.,.,..,.,..".., ".., ,., ,..,...., "...,.,..2
6. LAYOUT ".....,.,..,...".....,...".,..,.."..,.,.",.."....,..,.,...,.'.,..,....,..,."..,.,.."..,..,..'.,......"...,..."."..",...."..."..,2
7, RESTRICTIONS ON OPEN BURNING ...."..........."................."......................"..................."..........2
8. PAYMENTS .,.,................,.,.."..."..'...,.,..,...,....,'....,....."..,...""...,....,......,..,...,.,..,...,.,..,.".."....,.,.."".".3
9. UTILITIES, "..........,.....,..,.'..., ,..,.,.."..,.,.....,.,..,.,...,..,.."...".." ,.....,.........,..,.,...,..,.,.." ,.,.,..., "...,.,.., ,.,..,., 3
10. HAUL ROADS ...",..".,...,.,......",.."....,.."..,...,.,..,.,.,..."..,...,.,...,.,..",."....,.,..,...."..,.,..",...",.,.",.".,..",.4
I I, DUST CONTROL ...........................,,,...........,,.......,,..............................,.........,,.......".........................4
12. TRAFFIC CONTROL, FLAGGING ...,.,., "..,.,.."..,.,.., ".,.."...,..,..,.,.,..,..,.,.."..,.,..".., ".., ,.,..,.,...,., ,..,.,..4
13. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS..........."...."......."......................."..........5
14. CONSTRUCTION PHASING .,...,...".,.'.",.."..,....,...,'...,..,.,.,..,..,."...,..,..,.",.",..,.,.".,.""..""..",..""..,.5
I 5. MAINTENANCE OF TRAFFIC ................"..."..........".................."................,........,......".................5
16. EMERGENCY AND MAINTENANCE MEASURES..."..".........,,,..,,....,,..,,..................,,.................6
I 7, ENGINEERING FIELD OFFICE .........."...........".."..........,,,....,,...,,..,.....,,..,,............,,..,,,,..,...............7
18, MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL............"................"...................."... 7
19, OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES ............8
20, WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS)......."...............9
21, SPILLS REPORTING........"......."......,,,..,,...............,,.............,........,,...,,...,,......, "......",.......... "........ " 9
22, PROTECTION OF WATER QUALITY .................".."............................"..........."..."..............."....10
23. TRAFFIC AND STREET SiGNS..".."..."...........".."..........,,,.........,,........,,..,,...........,,....,,,..,..,..",.... 10
24. GARBAGE COLLECTION......,,,..,,.......,,......,,..,,...........,,..,,...,,,...,,..,,,............,,......."..,..,..,..........." 10
25, ASPHALT MIX DESIGNS ."..."......"........,.......".."......"..".............""...".."..".......".....,......,..........10
26, NvIENDMENT TO OPSS 1820; CONCRETE PiPE"""........."..............................................."....... I I
27, DELIVERY OF TEST SAMPLES .."..........................."....................................................................12
28, PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES 12
29, CONFINED SPACE ENTRy....."..........".......".."..".."..,,,....,........,,,....................,,..,,,....,,..........,..,, 12
30, ENTRY ONTO PRIVATE PROPERTY "......................."..........".............................".......".............13
3 I. STORAGE AREAS .........",......."..".."..,,,......,,..........,,...,,..............,..,,,...,,,......".."......"",..,,,...,,,..,,, 13
32. GENERAL LIABILITY INSURANCE,.............".."""......"....."..."",,,...,,......,,..,,..,,,.....,..,".........", 13
33, CONSTRUCTION LIEN ACT ""'".."...........".."........"....."....".................."..".."..."....,..,,,...."..,.... 13
34, PAYMENT ADJUSTMENT FOR CHANGES IN THE MINISTRY OF TRANSPORTATION'S
PERFORMANCE GRADED ASPHALT CEMENT PRICE INDEX........"......."..".........".........".., 14
35, VARIATIONS IN TENDER QUANTITIES ..."......."."..."..........".."...."...".....".."..........................15
36, PROPERTY OWNER'S RELEASE OF PRIV ATEL Y OWNED LAND USED BY THE
CONTRACTOR,..""..""..""."".,.,."."".,.,.",."".,.,."..",.."..,."..",..",.."".",....,.",."..",.."",.""..",.",,16
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PAGE ONE
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2006-53
I.
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, GC 1.04 of the General Conditions is revised, in that Contract
Time means the time stipulated herein for Completion of the Work as defined in Clause
GC 1.06.
(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 September 28, 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 shills 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 Conlracllime 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. CL2006-53
I
2.
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(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.
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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:
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The Contract Administrator shall layout and establish the primary alignment 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 of the
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 of the trade are interpreted to include but not necessarily be limited to
hand and line levels, boning rods, tape measures, lasers, etc.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2006-53
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 2-1/2%,
the Contractor shall supply a Statutory Declaration as defined 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 GC2.0l and GC7.l2 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. CL2006-53 4.
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.
n. 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 controlling 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. CL2006-53
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". As a minimum requirement and without restricting the Contract Administrator or the
Authority in requiring further controls, the following signs shall be supplied:
-
Sign Number Sign Message Number
Required
TC-I CONSTRUCTION 8
TC-3L LANE CLOSED AHEAD 2
TC-3R LANE CLOSED AHEAD 2
TC-3tL LEFT LANE CLOSED 2
TC-3!R RIGHT LANE CLOSED 2
TC-7, TC-7!, TC-8! ROAD CLOSED, LOCAL TRAFFIC ONLY 2
TC-4IA CONSTRUCTION ZONE BEGINS 6
TC-41B CONSTRUCTION ZONE ENDS 6
TC-67 STREET SECTION CLOSED 3
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. CONSTRUCTION PHASING
Construction shall commence at the west limits of the Contract, on Baseline Road. No work shall
be undertaken on Green Road South until the temporary hydro relocation is in place and until such
time as the entrance for the Colville property can be reinstated onto Baseline Road.
15. MAINTENANCE OF TRAFFIC
The following traffic controls shall be in place:
. Baseline Road will be closed for the duration of the Contract fromjust west of the entrance to
the Community Centre to the west limits of the Contract at Station 0+850.
. Entrance to Home No. 2359 shall be maintained with access to the east on Baseline Road.
. Maintain access to the Community Centre at all times.
. Access to House No. 974 shall be rerouted via Green Road, South of Baseline Road, to a
temporary access to bc connected to the parking lot west of the Community Centre.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2006-53
6.
.
It is believed that House No. 2346 is abandoned. Access however should be maintained on a
provisional basis.
.
Maintain access to the house at the west limits of the Contract.
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 phase 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 Conttact 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
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.
16. 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.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2006-53
7.
17. 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.
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.
18. MANAGEMENT AND DISPOSAL OF EXCESS MA TERlAL
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.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2006-53
8.
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.
19. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES
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.
Designated Identified on this Site Location
Substance
Acrylonitrile No
Arsenic No
Asbestos No
Benzene No
Coke Oven Emissions No
Ethylene Oxide No
1socynates 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 commencement 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.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2006-53
9.
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.
20. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS)
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.
21. 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 Environmental Protection
Act R.S.O. 1980.
All spills or discharges of liquid, 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.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2006-53
10.
22. 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.
If dewatering is required, the water shall be pumped into a sedimentation pond or diffused onto
vegetated areas a minimum of 30 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.
23. 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.
24. 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.
25. 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.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2006-53
II.
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.
26. AMENDMENT TO OPSS 1820; CONCRETE PIPE
Section 1820.02, References, of OPSS 1820 is deleted and replaced by the following:
1820.02
References
This specification refers to the following standards, specifications, or publications:
Ontario Provincial Standards Specifications (Material)
CSA Standard
A257-M1982 - 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 ofCSA 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 MOE Pre-qualification Requirements for Concrete
Sewer Pipe Plants.
The plant shall have a valid Pre-qualification Certificate at the time of production and delivery of
the pipe.
1820.07.02
Marking
Marking shall conform to the requirements ofCSA Standard A257.IM or A257.2M.
Pipe conforming to the MOE Pre-qualification Requirements for Concrete Sewer Pipe Plants shall
bear the letters "MOE".
Jacking Pipe shall be marked with the words "Jacking Quality".
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2006-53
12.
27. 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
TSH Cobourg
28. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED
SPACES
Clause GC7.01.06 of the OPS General Conditions of Contract is amended by the addition ofthe
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.
29. 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.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2006-53
13.
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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.
30. 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.
31. STORAGE AREAS
Clause GC3.06.01 of the General Conditions of Contract is amended by the addition of the
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.
32. GENERAL LIABILITY INSURANCE
The Regional Municipality of Durham shall also be named as an additional insured.
33. 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.
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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 ofa 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. CL2006-53
14.
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 documenrs 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.
34. 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 ITO, the payment adjustment per tonne of asphalt cement is (lp-
1.10 ITO) and the Contractor receives additional compensation of:
PA = (Ip - 1.l0 ITO) x quantity of new asphalt cement in tonnes
2. When Ip is less than 0.90 ITO, the payment adjustment per tonne of asphalt cement is (0.90
ITO - 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. CL2006-S3
IS.
Where:
P A = payment adjustment for new asphalt cement, in dollars
ITa = 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 pa,;ng 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 pa;;ng occurs.
35. VARIATIONS IN TENDER QUANTITIES
Clause GC.8.01.02 (b) of the General Conditions of Contract is amended as follows:
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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".
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2006-53
16.
36. PROPERTY OWNER'S RELEASE OF PRIV A TEL 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. CL2006-53
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. CL2006-53
SPECIAL PROVISIONS - TENDER ITEMS
P:I 12-29S2)'Specs\21943. CL2006-5J SP-lldoc
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PAGE ONE
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
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 Items" or the "Ontario
Provincial Standards".
PART 'A'
ROAD WORKS AND STORM SEWERS
SITE PREPARATION - ITEM NO.1
Payment shall be made under this Item for the following work. Disposal sites shall be off site locations
arranged by the Contractor unless otherwise noted.
o Removal and disposal of surface boulders, below 1m' in size.
o Removal and disposal of post and wire fence.
o Removal and disposal of guiderail posts.
o Removal and salvage of chainlink fence on the south side of Baseline Road opposite West Side Drive.
Fencing shall be stored on site for possible reuse.
o Removal of guiderail and support barrels opposite entrance to the Community Centre and disposal of
materials.
o Stripping oftopsoil from the area to be filled at the Clarington Fields Recreational Facility. Borehole
information is provided in Section J. Topsoil can be stored on site for reuse afa location to be
confirmed with the Contract Administrator.
o Construction of the contractor's "yard" to be used for storage of matenals, storage containers;
equipment and field office(s) to the grades specified on Drawing 24. A temporary access must also
be constructed from Baseline Road to the "yard". At no time during construction shall the contractor
use the recreation complex entrance unless authorized by the Contract Administrator. Granular' A'
will be supplied and placed under Item 7.
o Decommission the "yard" by removing all construction materials, debris, trailers, etc., blading off
50mm+/- contaminated (mud/topsoil) Granular 'A' and topping the area off with 100 mm of
compacted Granular' A'. Granular' A' will be supplied and placed under Item 7.
o Removal of the temporary access off of Baseline Road and construct two permanent access points
with 300 mm of compacted Granular' A' off of the recreational facility access as shown on Drawing
24. Granular 'A' will be supplied and placed under Item 7.
o Placement of 400 mm of screened topsoil on the Clarington Fields Recreational Facility Fill area to
match the finished grade elevations shown on Drawing 24 including fine grading to establish a
smooth and consistent surface to allow for sheet flow drainage off of the field.
o Disposal of surplus topsoil off site.
o Mechanically seeding of the Clarington Fields Recreational Facility Fill area as follows:
MECHANICAL SEED
Under this Item and for the unit price bid, the Contractor shall supply the labour, materials and
equipment to complete the seeding as shown on the drawings and specified herein. Seeding
shall be performed during periods of mid-April to early June and mid-July to the end of
September, conditional upon local weather conditions. The location for the area to be seeded
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
2.
is indicated on the drawings.
A professional landscape contractor with membership in Landscape Ontario acceptable to the
Contract Administrator shalI be required to place seed and fertilizer and be responsible for all
maintenance as required during the guarantee period.
Grass seed shalI meet the requirements of the Seed Act for: Canada Common No. 1 Kentucky
Bluegrass. Seed mixtures shalI be suited to the climate, soil conditions and type, orientation,
sun exposure, terrain, establishment and maintenance conditions under which they are to be
grown. Seed shall have a minimum germination rate of 85% and minimum purity of 97%,
except where otherwise required by the specification of the seed mixture. The mixture shalI be
mixed and supplied by a recognized certified seed supplier.
The folIowing information shalI be provided to the Contract Administrator for approval prior
to delivery:
.1 Seed grade
.2 Lot number
.3 Name of supplier
.4 Germination percent
.5 Purity analysis of seed mixture: Percentage of pure seed, variety and weed
.6 Year of production
.7 Net weight (mass)
.8 Date and location of bagging
Seed shalI be packed and delivered in original containers clearly showing this information.
Provide fertilizer in accordance with Canada Fertilizers Act and according to topsoil test
results and recommendations.
Do not perform work under adverse field conditions as determined by Contract Administrator.
Use equipment and method acceptable to Contract Administrator.
Use "Brillion" type mechanical landscape seeder which accurately places seed at specified
depth and rate and rolls in single operation.
Sow seed uniformly at rate of: 100 kg! hectare. Blend applications 150 mm into adjacent grass
areas and previous application areas to form uniform surfaces. Sow half of required amount of
seed in one direction and remainder at a 45 degree angle as applicable.
Water seeded areas thoroughly within 24 hours of planting. Provide water free of impurities
that would inhibit germination and growth.
Perform folIowing operations from time of seed application until acceptance by Contract
Administrator:
I. Water seeded area to maintain optimum soil moisture level for germination and continued
growth of grass. Control watering to prevent washouts and repair washouts caused by rain or
irrigation.
2. Repair and reseed dead or bare spots to allow establishment of seed prior to acceptance.
3. Cut grass with to 50 mm whenever it reaches height of70 mm. Remove any clippings
which will smother grass as directed by Contract Administrator.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
3.
4. Fertilize seeded areas after first cutting in accordance with fertilizing program. Spread
half of required amount of fertilizer in one direction and remainder at right angles and water in
well.
5. Control weeds by mechanical or chemical means utilizing acceptable integrated pest
management practices.
The Contractor is responsible for the first two cuttings, control of weeds and the fertilization
program.
CLEARING AND GRUBBING - ITEM NO.2
Under this Item and at the lump sum bid the Contractor shall include for the removal of trees, shrubs and
vegetation (as shown on the drawings) and disposal off site.
EARTH EXCAVATION (GRADING) - ITEM NO.3
Payment under this Item shall include:
. Removal and disposal of asphalt from Green Road, Baseline Road and West Side Drive.
. Removal and disposal of excess material off site at a location arranged for by the Contractor.
. Proof rolling of subgrade.
. Construction of swales at location shown on the drawings.
. Excavation for temporary access road from Green Road to Community Centre parking lot and proof
rolling of stripped area.
. Temporary grading at Phase I limits of construction on Green Road.
The estimated quantities under this Item are as follows:
Earth cut (excluding stripping)
Topsoil stripping (excluding C1arington Fields Recreational Facility)
Fill required road works
Fill required Clarington Fields Recreational Facility
105,000 m'
9,940 m'
18,300 m'
77,500 m'
Where deleterious material is encountered it will be excavated to a depth of 1.2 m below final road grade.
This material will be measured and added to the plan quantity volume under this item. There is the
possibility that such material may be encountered in the area of Sta. I + 300 on Baseline Road.
Stripped topsoil can be stockpiled on the land in the South East quadrant of the Green Road/Baseline
Road intersection. The Contractor must construct an access to this area. Use of the Community Centre
access road is not permitted for the haulage of topsoil.
As indicated in the "Special Provisions - Tender Items", the Contractor has the option of utilizing topsoil
from stockpile or importing of topsoil for sod and seed items. The stockpiling of topsoil in the designated
area is temporary and it must be removed by the Contractor and the storage area restored.
Should the Contractor elect to use screened topsoil from stockpiling, surplus topsoil will be hauled
directly from the site and disposed of at a location arranged for by the Contractor.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
4.
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The Contractors unit prices must reflect whatever option is chosen. No extra payment will be made for
the disposal of surplus topsoil or the restoration of the temporary storage site.
Fill generated from construction operations shall be used in the following order of precedence:
I. To construct road embankment to the lines defined on the contract drawings
2. To fill the Clarington Fields Recreational Area to the design grades shown on drawing No. 24.
3. Disposal beyond the contract limits at a site to be arranged by the contractor. Bill Creamer or
Rob Laroque of D.G. Biddle and Associates can be contacted in this regard at 905-576-8500.
The Contractor will have to coordinate the placement of fill material in the C1arington Fields Recreational
Facility area with relocation works proposed by Hydro One. They will be placing a temporary pole line
through the field area during the course of the contract.
BOULDER REMOVAL- ITEM NO.4
The unit price bid shall include for removing of all surface and excavated boulders I m' or larger in size.
Boulders shall be disposed of off the site at a location arranged for by the Contractor.
HOT MIX H.L.-3 and H.L.-S-- ITEMS NO. 5,6
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 HL-3 surface course shall be a minimum 8900 and for HL-8 binder course a
minimum of 8000.
The unit price bid shall include for the following:
. Forming asphalt curb at catchbasin and catchbasinlmaintenance hole locations.
. Construction of step joints at limits of construction
. Forming of temporary ramps at limits of construction.
The following depths of asphalt shall apply:
. Baseline Road, 40 mm HL-3 (by others), 40 mm HL-8, 50 mm HL-8
. Green Road 40 mm HL-3 (by others), 40 mm HL-8, 40 mm HL-8
. Green Road/Baseline Road Rural Section, 40 mm HL-3 (by others) 50 mm HL-8
. Asphalt sidewalk, 50 mm HL-3
. Entrance aprons, 50 mm HL-3
. Entrance to House No. 974, 80 mm ofHL-3, 2 lifts
. Community Centre Entrance, 40 mm HL-3, 50 mm HL-8
Note: 1. The Contractor is responsible for providing test samples as outlined in Clause 27, Test
Samples, Special Provisions General.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
5.
2. No surface course asphalt will be placed on the road portion of this Contract.
3. The Contractors attention is drawn to Municipality ofClarington's Design Guideline 5.01 and
Special Provisions - General Clause No. 34.
GRANULAR 'A' AND GRANULAR 'B' TYPE I-ITEMS NO. 7,8
Payment shall be made under these Items for supply placing and compacting Granular' A' and Granular
'B' Type I to the following depths.
. Baseline Road, 150 mm of Granular 'A' and 600 mm of Granular 'B' Type 1.
. Green Road, Urban 150 mm of Granular 'A' and 450 mm of Granular 'B' Type 1.
. Temporary access road and Community Centre entrance, 100 mm Granular' A' and 200 mm Granular
'B'Type 1.
. Green Road, Rural Road Section, 150 mm of Granular 'A" and 300 mm of Granular 'B" Type 1.
. Private entrances, 200 mm of Granular' A'.
. Asphalt sidewalk, 200 mm of Granular' A' .
Backfill to subdrains shall be Granular' A', paid for under Item No.7
CONCRETE IN SIDEWALK - ITEM NO.9
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. Sidewalks shall be
constructed in accordance with C-307.
CONCRETE CURB AND GUTTER (ALL TYPES) - ITEM NO. 10
A 1.2 metre length of curb and gutter shall be omitted at each catchbasinlmaintenance hole where barrier
curb is to be constructed. Where proposed or future sidewalk abuts curb, a 50 mm key shall 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.
Curbs shall be constructed in accordance with C-302.
100 mrn DIAMETER PIPE SUBDRAINS - ITEM NO. 12
The Contractor shall supply and place perforated corrugated polyethylene pipe complete with geotextile
sock. Backfill to subdrains shall be Granular 'A' in accordance with C-30l and Clarington Standards
Section 900, supplied and placed under Item No.7 The unit price bid shall include for supply and
installation of rodent grates at three locations.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
6.
STORM SEWERS AND STORM LATERALS - ITEMS NO. 13-14
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 shall be crusher run limestone, cover shall be sand and backfill shall be approved
native material, as per C-I08.
For PYC pipe catchbasin leads and laterals, bedding and cover shall be in accordance with C-I 09 and C-
110 and backfill shall be approved native material.
Should wet trench conditions be encountered then HI.-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 shall be paid for under Item No. 34.
Concrete pipe shall be used for trunk sewers and PYC pipe for catchbasin leads.
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 soils report for this project indicates soil type to be Type 2.
The unit price shall include the cost ofa 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.
CATCHBASINS AND MAINTENANCE HOLES - ITEMS NO. 16 - 18
Structures shall be installed in accordance with Municipal Standards C-IOI, C-I04, C-113, 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 of Clarington Standards C-I13.
All structures within roadway shall be constructed to the level of base course asphalt.
ADJUSTING CATCHBASINS AND MAINTENANCE HOLES - ITEM NO. 19
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.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-S3
7.
SA WCUTTING ASPHALT - ITEM NO. 22
Payment shall be made under this Item for the sawcutting of all asphalt at the limits 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-cut prior to paving
at no additional cost.
REMOVAL OF SIDEWALK - ITEM NO. 23
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.
Concrete slab on Green Road 9+830 Rt. to be measured and paid for under this item.
REMOVAL OF CURB AND GUTTER - ITEM NO. 24
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.
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. 2S
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 DITCH INLETS - ITEM NO. 26
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 structure removal shall be backfilled
with approved native material.
TOPSOIL (IMPORTED) AND SOD (NURSERY, UNST AKED) - ITEM NO. 27
Screened topsoil shall be placed to a minimum depth of 100 mm in disturbed grass areas. The Contactor
has the option of providing screened topsoil from the stripping stock pile in lieu of imported.
SPECIAL PROVISIONS- TENDER ITEMS
CONTRACT NO. CL2006-S3
8.
Subsection 570.05.01 ofOPSS 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%,
+/- 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.
ECOBLANKET AND ECOBERM - ITEM NO. 28a AND 28b
1.0 Description:
This work shall consist of furnishing, constructing and maintaining an EcoBlanket {to Rexius
specifications. EcoBlanket is a ground cover (surface blanket) of the Rexius specified compost/mulch
(Erosion Blend) combined with a special additive (Microblend) constructed with a pneumatic blower to
control and reduce soil erosion. An EcoBlanket stabilizes the soil, prevents splash, sheet and rill erosion,
and removes suspended soil particles and contaminates from moving off the site and into adjacent
waterways or storm conveyance systems.
2.0 Material:
The EcoBlanket filtering material consists of the Rexius Erosion Blend of compost and mulch materials,
according to the Rexius particle sizing specifications, in combination with the Rexius Microblend
additive.
Particle size must meet exact specifications of the Rexius EcoBlanket Erosion Blend material supplied by
a certified supplier/installer.
The compost portion of EcoBlanket shall be derived from well-decomposed organic matter source
produced by controlled aerobic (biological) decomposition that has been sanitized through the generation
of heat and stabilized to the point that it is appropriate for this particular application. Compost material
shall be processed through proper thermophilic composting, meeting the Canadian Council of Ministers
of the Environment's (CCME) definition for a 'process to further reduce pathogens' (PFRP). The
compost portion shall meet the chemical, physical and biological properties (as outlined in the chart on
reverse). These and all other required properties for the performance of the EcoBlanket are included in
the Rexius EcoBlanket Manufacture Guidelines followed by certified suppliers/installers.
Rexius Microblend additive shall be injected into Erosion Blend material at time of EcoBlanket
construction.
A proof of certification as an EcoBlanket supplier shall be submitted to the Engineer/Landscape Architect
for approval prior to installation. Test results for EcoBlanket performance shall be made available upon
request.
Erosion Blend Material must meet Rexius' minimum specification requirements for seeding purposes.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
9.
3.0 Construction:
The EcoBlanket shall be placed as shown on the plans or as directed by the Engineer. On areas with a
slope of 2: I or less, the EcoBlanket shall be uniformly applied directly at the soil surface with a
pneumatic blower as specified by Rexius. EcoBlanket shall be applied at a depth of 50 mm and
approximately 90 cm over the top of the slope, or overlap it into existing vegetation. For EcoBlanket,
Rexius Microblend shall be applied/injected at a minimum rate of 615 kgs per hectare (or as specified by
Rexius), to be confirmed by inspector/project manager. EcoBlanket application depth may be modified
based on specific site (e.g., soil characteristics, existing vegetation) and climate conditions, as well as
particular project related requirements. Erosion blend material will be injected with seed during
application. Seed Mix shall be Standard Roadside Mix as specified in Table 1 ofOPSS No. 572. The
compost /mulch component shall abide by the minimum standards set by Rexius for seeding. Do not use
EcoBlankets in areas of concentrated flow (ie. ditches, streams, etc.). Unless otherwise allowed by
Engineer, seeding shall be performed within the local region's seeding deadlines.
4.0 Maintenance:
The Contractor shall maintain the EcoBlanket in a functional condition at all times. Contractor shall
make periodic inspections of the EcoBlanket for effectiveness and shall immediately correct all
deficiencies. Where deficiencies exist, additional EcoBlanket material shall be installed immediately to
required depth.
5.0 Performance:
Place EcoBlanket on denuded areas immediately or as directed by Engineer: Seed shall be applied as
indicated on the Contract Drawings for additional erosion and sediment control.
The work specified in the Section consists of designing, providing, and maintaining erosion and
sedimentation controls as necessary. All existing and foreseeable future conditions that affect the work
inside and outside the site limits must be acknowledged as the Contractor's responsibility.
Contractor is responsible for providing effective sediment control measures based on performance.
Contractor may, with approval from the Engineer, work outside the minimum construction requirements
to establish a working erosion control system.
TOPSOIL (IMPORTED), SEED AND MULCH - ITEM NO. 29
Screened topsoil shall be placed to a minimum depth of 100 mm in disturbed areas.
The Contractor has the option of providing screened topsoil from the stripped stockpile in lieu of
importing.
Subsection 570.05.01 ofOPSS 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%,
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
10.
+/.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.
Hydraulic Mulch
Hydraulic mulch shall be capable of dispersing rapidly in water to form homogeneous slurry and remain
in such state when agitated or mixed with other specified materials. When applied, the hydraulic mulch
shall be capable of forming an absorptive mat which will allow moisture to percolate into the underlying
soil. It shall contain no growth or germination inhibiting factors. The mulch shall be dry, be free of
weeds and all other foreign material and shall be supplied in packages bearing the manufacturer's label
clearly indicating mass and product name. Tackifier shall be added to the slurry before spraying
according to the supplier's specifications.
Hydraulic mulch type shall be specifically manufactured for use in hydraulic seeding equipment (non-
toxic, water activated, green colouring), free of germination and growth inhibiting factors. The mulch
shall be a mixture consisting of shredded newsprint, raw cotton fibre and straw processed to produce fibre
lengths of 15 mm minimum and 25 mm maximum. The greater proportion of the ingredients of this
mulch shall be straw. Hydraulic mulch shall be dyed green or another colour approved by the Authority.
Water shall be free of any contaminants which would adversely affect growth.
Seed to be Tableland Grass Mixture applied at 5 kg/acre as supplied by Ontario Seed Company or approved
equivalent.
RIP RAP ON GEOTEXTILE - ITEM NO. 30
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
ditch and gutter outlets as shown on the Contract Drawings.
The Contractor shall supply all materials for this Item. Rock shall be an imported quarry of 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.
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CONTRACT NO. CL2006-53
11.
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 fabric, any excavation or trimming required for the bedding of the
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 Class II non-woven type
with a fibre opening size (F.O.S) of 50 l1Il1 and 3 mm thick.
The geotextile shall be free of folds and wrinkles. The geotextile shall be joined so that the material laps
a minimum of 500 mID 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.
GUlDERAIL (a) STEEL BEAM (b) 3 CABLE - ITEM NO. 31
The unit price bid under this Item shall include for burying the approach and leaving ends of the guiderait.
Anchor blocks for the cable guiderail to be included in the cost under Item No. 31 (b).
MISCELLANEOUS WORKS (pROVISIONAL) -ITEM NO. 32
(a) Landscaping
Under this Item, the Contractor shall be paid on a time and material basis for landscaping works on
private properties graded as part of the construction operation. Extent of works will be determined
through discussions with the Homeowners at time of construction.
(b) Rip Rap Slope Repair
Under this Item, the Contractor shall be paid to repair areas of sloping that have failed and place Rip Rap
as directed by the Contract Administrator in accordance with the provisions of Item No. 30.
ADJUST WATER VALVE BOXES - ITEM NO. 33
Payment under this Item shall include all labour and materials required to adjust water valve boxes to
grade.
D.L.-S BLEND CLEAR STONE BEDDING (PROVISIONAL) - ITEM NO. 34
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 Terratrack 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.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
12.
SILT A nON CONTROL - ITEM NO. 35
The prices bid under this Item shall include for maintenance of devices during construction and for
removal of temporary devices on completion of the work. Maintenance shall be deemed to include
removal and disposal of accumulated sediment.
75 mm RIGID PVC DUCT DIRECT BURIED - ITEM NO. 36
Reference: OPSS 603, RMD Detail S-511 and Contract Drawings
Include:
.1 Excavation and disposal of surplus or unsuitable materials. Minimum depth of 760 mm below the
final grade ofa roadway boulevard or 1200 mm below the surface ofa roadway.
.2 Supply and installation of ducts, fittings, fish lines, tracer wires, marker tape and other materials.
Note: Rigid ducts shall be heavy wall PVC duct meeting CSA Standard C22.2 No. 211.2-M1984
or any subsequent revisions thereof.
.3 Backfill and compaction of granular materials.
.4 Fish lines shall be installed in all ducts as per OPSS 603 and shall be free of knots or defects of any
kind.
.5 Tracer wire shall be installed with all traffic signal interconnect ducts. Tracer wire shall be
installed outside of the duct(s) and shall be brought into each handwell beside the bell-end. 1.5
metres of tracer wire shall be looped inside the handwell.
Note: Tracer wire shall be coated, 7 strand, 12 gauge TW75, TWU75 or RW90XLPE rated at
minus 40 degrees Celsius.
.6 Red marker tape with repeating black lettering "Caution - Buried Electric Line", or similar
message, shall be installed in all trenches as per OPSS 603.
.7 The location of the end of an ducts not terminating in handwells or pole foundations shall be
marked as per.OPSS 603.
Note:
.1 Basis of Payment - actual length, in metres, of duct installed complete in place.
ELECTRICAL HANDWELL - ITEM NO. 37
Reference: OPSS 602, RMD Details S-502 & S-511 and Contract Drawings
Include:
.1 Excavation and disposal of surplus or unsuitable material.
.2 Supply and installation of PVC or HOPE handwell and other materials and connection of rim and
lid assembly in accordance with RMD Detail S-511.
Note: Metal rim and lid assembly supplied by the Region of Durham from the Traffic
Operations Centre, 101 Consumers Drive, Whitby. A 48 hour notice is required.
.3 Backfill and compaction of granular materials to meet 100% proctor density.
.4 Verify locations of electrical handwell with the Contract Administrator prior to excavation.
Note:
.1 Basis of Payment - each, complete in place.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
13.
UNDERGROUND ENCLOSURE - ITEM NO. 38
Reference: OPSS 602 and Contract Drawings
Include:
.1 Excavation and disposal of surplus or unsuitable material.
.2 Installation of underground enclosure flush with finished grade.
Note: Underground enclosure supplied by the Region of Durham from the Traffic Operations
Centre, 101 Consumers Drive, Whitby. A 48 hour notice is required.
.3 Duct connections through sidewall of underground enclosure in accordance with notes 4, 5 and 6
included in RMD Detail S-51!.
.4 Backfill and compaction of granular materials to meet 100% proctor density.
.5 Verify locations of electrical junction boxes with the Contract Administrator prior to excavation.
Note:
.I Basis of Payment - each, complete in place.
ACOUSTICAL FENCE - ITEM NO. 39
Payment under this item shall include all labour and material required to construct an acoustical fence
(C505) and Highway Fence *(OPSD - 971.101).
Erection of chainlink fence from salvaged materials. Should it be necessary to acquire new materials to
complete the fence, this will be covered under Item No. 32.
ASPHALT CEMENT PRICE ADJUSTMENT ALLOWANCE-ITEM NO. 40
Payment shall be made under this Item for payment adjustment for asphalt cement placed in the Contract
in accordance with Clause No. 34 of the Special Provisions - General.
PART '8': WATERMAIN AND APPURTENANCES
W ATEMIAlN AND APPURTENANCES
Reference:
.1
Constructions of watermain and appurtenances in accordance with Region of
Durham standard Specifications for Watermain Construction - Revised May 2005,
Section 0151!.
Contract Drawings and Details for Contract No. CL2006-53.
.2
PIPE (NOT INCLUDING RESTORATION) - ITEM NO. 3.01.03
Include:
.1
.2
Mechanical cap at the end of pipe at Green Road.
Cathodic protection as per S-435.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
14.
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.3 Mechanical restraint and granular thrust blocks as required by Region of Durham
specifications.
.4 Arranging with the Region of Durham for shutdown ofwatermains. Such
arrangement shall be in accordance with Part 3.18 of Section 02511 of the Region
Specifications.
VALVES AND VALVE BOXES -ITEM NO. 3.03.01
Reference: Contract Drawings and RMD Detail S-408
Include: .1 Supply and installation of gate valves and boxes as per S-408.
.2 Excavating, blocking, backfilling and compaction.
.3 Supply and installation of cathodic protection as per S-435.
.4 Adjustment to level of base asphalt.
The unit price bid shall include for all labour, materials, fittings, excavation and backfill and disposal of
surplus excavated material.
NEW HYDRANT WITH STORZ PUMPER NOZZLE - ITEM NO. 3.04.01
Reference: RMDSS, Section 02511, Sub-Section 2.12 and RMD Detail S-409
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Supply and installation of hydrant, anchor tee and resilient-seat gate valve and box
including any hydrant extensions as shown on Contract Drawings.
.3 Supply and installation of mechanical restrainers.
.4 Cathodic protection in accordance with Detail S-435. Adjustment to level of base asphalt.
.5 Backfill and native materials and compaction.
TEMPORARY FLUSHING HYDRANT -ITEM NO. 3.04.03
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Supply of temporary hydrant meeting requirements of RMDSS Section 02511, except for
Storz pumper nozzle and inner workings of hydrant.
.3 Complete installation of piping, hydrant, blocking, tie rods as per S-409.
.4 Supply and installation of all other materials as required.
.5 Backfill with approved native material and compaction.
MAIN STOP - ITEM NO. 3.05.02
Include: .1 Excavation and compacted backfill with native materials.
.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 Detail S-435.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
15.
CURB STOP AND BOX -ITEM NO. 3.05.07
Include: .1 Excavation and compacted backfill with native materials.
.2 Removal of existing curb stop and rod as required.
.3 Supply and installation complete in accordance with RMD Detail S-4IO.
.4 Heavy duty box for 50 mm diameter stops.
.5 Stainless steel rod with brass pin.
COPPER SERVICE PIPE -ITEM NO. 3.05.12
Include: .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.
WATER CONNECTION AT HOUSE NO. 974 -ITEM NO. 3.05.30
Payment shall be made under this Item on a time and material basis for making the connection of the new
water service at this house.
19 mm TEST POINT -ITEM NO. 3.06.01
Reference: RMD Detail S-429
Include: .1 Supply and installation of all corporate 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 approved native material.
25 mm BRASS PLUG -ITEM NO. 3.05.18
Include:
.1 Excavation as required to located existing watennain and main stop.
.2 Removal of main stop.
.3 Supply and installation of a brass plug at location where main stop was removed.
.4 Backfill with select native materials and compaction.
.5 Restoration of disturbed area to match conditions prior to work, including topsoil and sod as well as
any other surfaces damaged during the work.
.6 Measurement for Payment - each, complete.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-S3
16.
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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 17 of the Special Provisions - General.
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 Performance.
BONDS, INSURANCE AND MAINTENANCE SECURITY - ITEM NO. 8.02.01
Reference: RMDSS, Section 01001
Include: .1
.2
.3
100% Performance and Guaranteed Maintenance Bond for 24 months.
100% Labour and Materials Payment Bond.
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
.r.,
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, plant, 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 50% balance will be paid on the Payment Certificate following issuance of the Certificate of
Substantial Performance.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
17.
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PRE-CONDITION SURVEY - ITEM NO. 8.05.01
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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.
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The "area of influence" is that radius of distance adjacent to heavy construction, within which structures
and property are subject to possible damage.
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The Pre-Condition Survey shall be completed on all structures, or part thereof, within 30 metres of any
work, at a minimum. Additional inspections may be required, if deemed necessary by the Vibration &
Noise Consultant commissioned to carry out this work.
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Ouality Assurance
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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 amount of $1,000,000.00.
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Procedure
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Immediately 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
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A Letter of Introduction is hand delivered to all properties within the "area of influence". The letter
contains pertinent information regarding the proposed work and advises the identity, telephone number
and name of contact person capable of answering questions or addressing complaints.
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This letter serves to acquaint residents with proposed construction in the area.
Inaccessible Properties
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Should access to a premises by the Inspector be prohibited for any reason, i.e., absent
ownerllessor/manager; denial of authorization; vacant; safety hazard; in such case, particulars of efforts
made to gain entry are recorded on the Pre-condition Survey Summary Sheet as follows:
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. 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
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Photol!Iaphic Documentation
Photographic equipment and materials used are capable of yielding high quality negatives from which
detailed enlargements may be made.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2006-53
18.
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Payment
100% payment of this Item shall be made on the first Payment Certificate on proof that the survey has
been completed.
Pre-Condition Survev Report
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
Copies of Introduction Letters, Notification Letters and Refusal Letters are to be included in the report.
Completed Pre-condition Survey data is to be assembled in a formal 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 CLARlNGTON
CONTRACT NO. CL2006-S3
DESIGN GUIDELINES AND STANDARD DRAWINGS
SECTION 900
INSPECTION/CONSTRUCTION
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SECTION 900 INSPECTION, MATERIALS AND CONSTRUCTION-36
1.0 GENERAL
1.01 These guidelines are to be used in conjunction with the conditions set out in the
Subdivision Agreement, in particular Schedule "I "-Duties of Owner's Engineer and
Schedule "L"-Regulations for Construction.
1.02 The Owner's Consulting Engineer shall provide full-time inspection and supervision of
all Works.
1.03 The Consulting Engineer shall take extensive preconstruction photos of surrounding
lands, and shall provide dated/described copies of such photographs to the Municipality.
1.04 Construction sites are to be maintained to prevent unnecessary ponding of water.
1.05 Prior to requesting the inspections (or re-inspections) from the Municipality, the
Consulting Engineer shall verify the proper completion of the Works, and submit a
written request.
1.06 All equipment, materials and methods involved in trench backfill, filling, granulars,
concrete and asphalt shall be monitored and Certified as acceptable by the owner's
Geotechnical Engineer (see attached form). Unless noted otherwise, the term "compacted"
shall mean 95% Standard Proctor or higher (native materials) and 98% Standard Proctor or
higher (granular materials). Such certification shall be in a form acceptable to the Director
and shall include all supporting documentation and test results. Mix designs for concrete
and asphalt shall be obtained and approved by the Geotechnical Engineer. The
Geotechnical Engineer shall ensure that the type, frequency, location and results of all tests
is sufficient to ensure certification. Furthermore, the Geotechnical Engineer shall ensure all
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 marked 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 storm sewers,
catchbasins and manholes shall be constructed true to line and grade. Street catchbasins
are to be installed in precise alignment with curb 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, MATERIALS AND CONSTRUCTION-37
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2.03 Trench widths shall be kept at a minimum, while providing proper widths to enable
mechanical compaction. All trenching must adhere to Ministry of Labour requirements.
2.04 Manholes are to be backfilled with compacted sand, extending min. 1.0 m from the
outside face of the structure. (Catchbasins min. 300mm from the face of the structure).
2.05 House connections 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 525mrn diameter
or larger, and shall be secure and watertight. The invert of all tees shall be located above
the springline of the sewer main and shall be a minimum of 600mm from the nearest
adjacent tee or joint, unless approved otherwise.
2.06 Concrete pipes int%ut of manholes shall be concrete cradled precisely to the first joint.
2.07 All storm sewers, including street and rear yard catchbasin leads (and individual service
laterals where directed), shall be inspected using approved high quality video recording
equipment and procedures. The inspection shall be carried out in a manner acceptable to
the Municipality and all video tapes shall be submitted to the Municipality for review and
permanent storage. Video re-inspections may also be requested.
2.08 Infiltration shall not be permitted into the storm sewer system. All leaks shall be
investigated to detennine their source and shall be corrected to the satisfaction of the
Municipality.
2.09 Pipes which have failed in any manner, including cracking (O.3mrn 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 additionallifis 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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3.03
3.04
3.05
3.06
3.07
3.08
4.0
4.01
4.02
INSPECTION, MATERIALS AND CONSTRUCTION-38
The Geotechnical Engineer shaH docwnent all tests, including failures and retests, in
sequential order, continuously throughout the project. A copy of all test results shall be
kept at the site trailer, in addition to providing daily plotting of all test results on the plan
and profile drawings.
The Consulting Engineer shall ensure that the subgrade is fine graded to the correct
width, and that the minimwn 3% crossfall is consistently maintained, with no
longitudinal ruts permitted. The Geotechnical Engineer shaH employ appropriate testing
measures to assess the suitability of the sub grade, including proof-rolling, and shall make
appropriate recommendations to the Consulting Engineer and Municipality. Whenever
possible, localized soft areas in the subgrade shall be replaced with suitable native
material, not granular material. When additional granulars 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.
Subdrains shall be installed only after the sub grade has been proof-roHed and the road
structure has been finalized. Subdrains shall be installed true to line and grade, in a
trench condition, and shall be backfiHed with approved granular material having
aggregates not exceeding 19mm. All subdrains shall be supplied with a filter sock.
The Geotechnical Engineer shall confirm (in a form acceptable to the Municipality) the
acceptability of each stage of roadbuilding prior to subsequent stages commencing.
Subsequent stages of road construction shall not proceed without approval from
Municipal staff.
After base curbs are installed, 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 Granular B).
Granular material shall be tested in accordance with the latest O.P.S.S. specifications.
Material shall 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.
CONCRETE WORKS
Concrete to be supplied by M.T.O. approved sources only. All concrete shall be
monitored and all applicable tests (compressive strength, slwnp, air entrainment, etc.)
shaH 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.
AH 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, MATERIALS AND CONSTRUCTION-39
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smaller cracks between contraction joints in curbs will require removal and replacement
of that section of curb. Sidewalks with distinct cracks will also require replacement.
4.03 Curing compound shall be generously applied to all exposed concrete surfaces, regardless
of ambient temperatures or season, between I and 2 hours of finishing.
4.04 All curbs to be placed using approved curb machines. Excess concrete formed during
curb machine placement shall be promptly trimmed and removed prior to setting. The
minimum length of curb to be removed and replaced shall be 1.5 m. No concrete patch
repairs shall be permitted.
4.05 Prior to placement of top curb, base curb shall be cleaned and then inspected by
Municipal staff. Base curb and stirrups shall be repaired and/or replaced as directed.
4.06 The depth oftop curb at the edge of pavement shall not be less than lOOmm and shall be
continually verified by the Consulting Engineer.
4.07 Immediately prior to the placement oftop curb or sidewalk, the existing surface shall be
dampened with w)lter to prevent leaching of moisture from the fresh concrete.
4.08 Driveways to be as per approved house siting plans, with minimum widths of 4.6m for
single detached homes.
5.0 ASPHALT PAVEMENT
5.01 All asphalt pavement materials shall be supplied by MTO approved sources, in
accordance with OPSS 310, 1003 and 1150 (latest revisions thereof).
MarshalVextraction/density 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 ControVQuality Assurance 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. Ie. OPSS D31O.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 formulas (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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INSPECTION, MATERIALS AND CONSTRUCTION-40
5.02 Prior to placing surface asphalt, base asphalt shall be swept clean of all dirt, debris and
dust. Areas of base asphalt shall be removed and replaced as directed, using a vertical
sawcut at all perimeters. The use of a Geo-Grid or approved equivalent may also be
directed by the Municipality. Low areas shall be padded to ensure a surface mat of
uniform thickness.
5.03 Each manhole is to be precisely raised to final grade, and verified by the Developer's
Consulting Engineer and Municipal staff.
5.04 Tack coat shall be applied just prior to surface paving operations and shall be allowed to
dry until it is in a proper condition of tackiness. The length of roadway prepared shall be
limited to the immediate paving section, to reduce tracking. It shall be evenly applied at
the rate of 0.4 litreslsq. m taking care not to spray curbs, sidewalks or any other adjacent
surfaces.
5.05 Driveway paving shall be fully inspected and verified for depths of stone and asphalt, and
the compaction thereof, and ensuring that asphalt is at a sufficient temperature for
placement. HL3A (HL3F) will not be permitted, except in special cases with the
approval of the Director. Crowning or rounding of the limestone will not be permitted.
Materials testing may be required for driveway apron gravel and asphalt, as directed.
6.0 TOPSOIL, SODDING AND SEEDING
6.01 All areas requiring sod shall first be fine graded, inspected by the Consulting Engineer,
then prepared with l00mm of good quality topsoil. Topsoil and sodding shall meet the
requirements of OPSS 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.
6.02 All topsoil shall be free from native till or clay, roots, vegetation, weeds or debris, stones
and clods over 50rnm 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 loarns with
acidity range of 6.0 PH). Topsoil infested by the seeds of noxious weeds will not be
acceptable.
6.03 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, MATERIALS AND CONSTRUCTION-41
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drainage is maintained and a smooth transition is achieved. On slopes 3: I and steeper,
sod shall be staked as required.
6.04 Laid sod shall be immediately rolled to produce an even surface and watering shaH
commence immediately thereafter and shall continue on a regular basis until healthy roots
are well established and permanent. If sod fails to establish immediately, it shall be
removed and replaced. No attempt shall be made to try to re-establish weak/dead sod
through continual watering, unless specific permission is granted by the Director. The
entire work shall be done in a thoroughly workmanlike manner with an even surface, and
professional in appearance. Any sod deemed unfit by the Director shall be immediately
removed from site and replaced. In this regard, it is in the best interest of the contractor
to communicate with residents regarding the needs of newly laid sod over the first year.
6.05 Where approved by the Municipality, hydraulic seeding and mulching may be performed
provided that it conforms to the Ontario Provincial Standard Specification No. 572.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2006-53
STANDARD DRAWINGS
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STANDARD NO.
I ORA WING NO. I
I C- 101
104
108
109
I III
113
114
I 301
302
305
I 307
311
401
I 501
505
OPSD- 206.050
I 208.0 I 0
210.020
219.110
I 219.180
219.210
219.220
I 400.010
605.030
I 608.010
701.021
704.010
I 912.140
912.233
913.130
I 971.101
S- 401
I 408
409
410
I 422
429
431
I 433
435
511
I Pil.'i23iSpecs:2952J.SlandDraw.doc
PAGE ONE
STANDARD DRAWINGS
CONTRACT NO. CL2006-53
DESCRIPTION
TEMPORARY ACCESS ROAD
1200 nun PRECAST CONCRETE MANHOLE
SINGLE CATCH BASIN
STORM SEWER TRENCH BEDDING
PVC STREET CATCHBASIN CONNECTION
PVC STORM SEWER SERVICE CONNECTION
ROUND MANHOLE FRAME AND COVER
BEEHIVE CATCHBASIN FRAME AND COVER
PERFORATED PLASTIC SUBDRAINS
STANDARD CURB AND GUTTER
CURB AND GUTTER DETAIL AT CA TCHBASIN
CONCRETE SIDEWALK
SURFACE PAVEMENT JOINT TREATMENT
STREET TERMINATION DETAIL
1.8 m/l.2 ill CHAIN LINK FENCE
ACOUSTICAL FENCE (ABUTTING ROADS!PARKS)
SUBDRAIN PIPE CONNECTION AND OUTLET DETAIL
BENCHING OF EARTH SLOPES
SUPERELEVATED SHOULDERS
LIGHT DUTY SILT FENCE BARRIER
STRAW BALE FLOW CHECK DAM
ROCK FLOW CHECK, V DITCH
EXCA V A TED SEDIMENT TRAP IN DITCH
CAST IRON SQUARE FRAME WITH SQUARE OVERFLOW TYPE, DISHED
GRATE FOR CA TCHBASINS
450 CONCRETE OUTLET, FOR CONCRETE CURB WITH GUTTER AT END OF
RUN
METHOD OF TERMINATION, CONCRETE CURB AND GUTTER
MAINTENANCE HOLE BENCHING AND PIPE OPENING DETAILS
MAINTENANCE HOLE AND CA TCHBASIN PRECAST ADJUSTMENT UNITS
GUIDERAIL SYSTEM. STEEL BEAM WOOD POST ASSEMBLY
GUIDERAIL SYSTEM. STEEL BEAM END TREATMENTS
GUIDERAIL SYSTEM, CABLE RAIL SYSTEM, CABLE THREE WOOD POST
FENCE, HIGHWAY
SANITARY, STOIUvI AND WATER (MAIN AND SERVICE) TRENCH BEDDING
DETAILS
100 nun to 400 nun DIA. GATE VALVE AND VALVE BOX
HYDRANT ASSEMBLY WITH MECHANICALLY RESTRAINED JOINTS
19 nun AND 25 nun COPPER WATER SERVICE
DEFLECTION OF W A TERMAIN UNDER SEWER
19 nun TEST POINT BY-PASS
JOINT RESTRAINING LENGTH FOR PVC PIPE
THRUST BLOCKING FOR PVC W A TERMAINS
CATHODIC PROTECTION FOR TRACER WIRES ON PVC
ELECTRICAL HANDWELL
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fRMI( II<<) ~ /4S PER C-l1J
roNCRETE eN'
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MIN. ONE ,t{)JltS'f}IDff UNn'. MAX. JOOrnm
YQRTJR TOP N<<J BCJrT()W ROWS OtLY
(WHUr.o\ClURfR"S ~ TAPE IIE1Wm< ROWS)
8
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0UfSI)[ OF eRtCKWORK ro RECENE 1WO
CCl'1S Of' 8fTlU<<XIS PNNT WHEN MNI10lE
NOT lOCATED IN RCWMAY
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PRESS SElL OR EllUIVAID/T
RUIlIlER GASKET (WAltRT1GH1}
I
30WPa CONCRETE BENCI-II.o
75mm or 19mm CRUSHER RUN
UWESroIE (COllPM:lED) ""
STRUCl1..IIW..L y SOUND GROUt<<)
.~: . -. .,.;:
~ : .",
:". "0
,..............
!:illIES
1 All precast components to be from approved suppliers.
2 Pipes must not enter at 0 manhole section joint.
3 Lift holes to be completely filled with mortar before backfilling.
4 Aluminum manhole steps as per OPSO 405.020.
5 Precast flat top design only as approved.
6 Far manhole depths greater than 5.0m safety grates required.
7 Max. spacing between safety grotes is 4.5m.
B For depths greater than 7.5m manhole to be custom designed.
9 For benching detail see OPSO 701.021 (use pipe dio. + 100mm
10 Compacted sand backfill within 1 .Om of manhole.
11 Semi-cast manholes to be individually designed and approved.
All dlmene10M or-. In mlUlmeku unl... oHMrw". nohd..
Clarin
n
-
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POOREIl 00IICRElf:
CIWM.L 10 '''' JOINT
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sa: NOTE
.~.~
-:'""'..:..
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PRECAST FLAT
TOP
I
for max hole size).
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Sernces De ~ent
-....
--
I
--
....... 2004
1200mm PRECAST CONCRETE MANHOLE
C-l0l
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CATOl IlAS1H
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...~ l-f-1 ~...
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(
115
1==11-'"
-.
.~.
.'
--
l00mm PERFORAllD
SUlllfWH.
.
;;;
m
L
200mm SOlIl
WN.L PVC PIPE
...-,
-:.
,.
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-
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.. d' . . .~.- ...... ~.... 150
~;:....-;:,:;:;:;:;:.::;.,~~
. ~. ". .
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~." ....._1. J ....~-.:~... .-
JO". .-.
ni"d
SECTION A-A
75mm Of lSknm CRUSHER RUN
UMESTllNE (COIoI'o'CllD)
SECTION B-B
B
. .
A
A
~
. .
NOTES
B
1 All precast components to be from opproved suppliers.
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 obvert of catch basin lead are to be level.
5 Lift holes to be complelley filled with mortar before backfilling_
PLA.N
I
All dlmeneton. are In mUIlmetr'n unl... ottMtwt.. not~.
Services De artment
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-...
---
SINGLE CATCH BASIN
C-104
....
__ 2004
(
COUP,tCItD 1 g nwn CRUSHER
RUN lNESTONE 88X SPO
.
COI.tPIC/tD SAND
""" SPO
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'.~'::' ;~..... ..... ..... . .:
.:.:<: :~_'::. - ":::, ':'0;_1';-:;;./-;-
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CLASS B BEDDING
BEDDING AND CLEARANCE
IHSIlE: PIPE """ETER
UP 10 lIOO
1050 N<<J lARGER
d(1lfl)
100
150
. (1olIN)
.lOO
500
All dlmenaton. ore In mRllmetn. un.... otherwt.. noted.
of Clarin n
-
__ 2004
STORM SEWER TRENCH BEDDING
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Serrices De ~ent
-...
--
C-l0B
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WHUfAClURED SNUD P.V.c.
SLEE\'E (WATIRI1GHI)
SOlI) WALL P.V.c.
CAlm ~ aDD
(s.o.R. JO)
300rnrn SAND ~ oot.FN::Tm
TO ..,. SPO
STORM
SEWER
~. 4:"
..
".. ..'.
CATCH
BASIN
"., ,'". . .' .
19mm CRUSHER RUN tJ.4ES1'ONE to
TOP Of PIPE. COMPACTED TO 96% $PO
NOTES
1 Pipe to enter catch basin at right angle
2 250mm dia. leod for double catch basin.
3 200mm dia. lead for single catch basin.
Aft dlm.Mione ore In mllRmetns unl... otherwt8. noted.
CI
Sernces De ~ent
........00.
........ ....
on
P.V.C. STREET CATCH BASIN
CONNECTION
."-.",.".-
".i'~'''~'~
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. . .>.." .' .
SUT,IlL[ DEPllt
10 NJD// Rlfl
CXlNNa:l1ON 10
HOUSE _ TJ.L
("Il lJl. IMX. 3.0)
.. ". ..
WATDmGlfT PlUG
l00mm CRUSHER RUN lJUESTONE
10 lOP OF PIPE
300mm SAHO C<MR
l50mm . P.V.c.
(SoDA 28) PPE
toCTtD I"'""'
CRUSIiER RUM lAlESIONE
PROFILE
OPENING TO BE a.w::HIr€-coRED
IfFlEl.O
.v.c. SRN<<::H TO BE FBA.Y
MORTMEJ> 10 t.WN SEWDl
(WA1IRI1GHl)
l50mm . BRANCH OfF
..............ocTURED TEE
CONNECTION FOR SEWER MAINS
525mm\1l & LARGER
t:IQIES
CONNECTION FOR SEWER
MAINS 450mm\1l & SMALLER
Service connection invert to enter main at springtine or higher.
All dlmenaJoM aA In metret unlta ottterwfH noted.
of Clarin on
Sernces De ~ent
-...
-....
PVC STORM SEWER
SERVICE CONNECTION
-. 2004
C-111
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A
FRAME PLAN
~.I
676
1m
624.
578.
51
I~ II 575
667
000
SECTION A-A
"SroRM.
YfAA Of'
CONSIRlICT1ON
COVER PlAN
Ii
16-11-
613
SECTION B-B
NOTES
1 Allowable tolerance for dimensions of 300mm or less is :l: 3mm.
2 Allowable tolerance for dimensions greater than JOOmm and up to 900mm is :l: 6mm.
3 The name of the manufacturer is to be distinctly cast in raised letters.
4 The designation .STORM. and year of construction ore to be distinctly cast in raised letters.
ROUND MANHOLE
FRAME AND COVER
M
All d'menelon8 are In mllnnMtrn un.... crfMt'wIH noted.
at Clarin n
....
-. 2004
Sernces De arbnent
-....
- ....
C-113
820
(
A+-
~ l L
'"
g
0 ~ .., ... :11 ~I
N N .,
.. ~ '" ..
I I
il 151
h+
I I +-r-
A+-
FRAME PLAN
~r-
507
B
u ~~ rJt) L
~L)OOOG~
i8s@88
~~OOO(7~
n (Ja ~~
LM r
nl-
III
...
~
'"
B
GRATE PLAN
All dlmenalomi aAl In mflnmetrQ: unl... otherwt.. nof<<l.
... ..,
'" N
co '"
152
- 25
~
~
~
~ 1
2~ 40 =r
SECTION A-A
ISO
~
~
~
~
SECTION B-B
Sernces De ~ent
_Ill.
--
BEEHIVE CATCH BASIN
FRAME & COVER
....
-. 2004
C-114
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If
FHSHED IlOlllVAAIJ
CURB _ GUTl[R
I
150 ....
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GRN<<.Il.AR oAo
IlACKFU OR
APl'RO'IED
EOIJVAlDIl
I
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tOOmrn CORRlJGATED. SLOnED P\ASJ1C
PIPE WITH FN:TORY tlSl'H.1.ED
Fl..1ER F.48RIC.
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tlQIES
1 Subdrains ore to run continuous on both sides of rood.
2 All subdrains sholl hove sufficient grade to droin into catch basin.
3 Subdroins ore ta be installed in 0 trench condition.
4 If additional depth rood granulars used, subdrains must be lowered accordingly.
5 Proper connections ore to be used when splicing sections together.
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AU dlrneMkHul are In mUmetret: un.... oth........ not.d.
Clarington Services De artment
............
........ ...
I
PERFORATED PLASTIC SUBDRAINS
I
-. 2004
C-301
..
SIllEWAlJ( WJGt:
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(SEE HOlt: .
STANDARD CURB AND GUTTER
A_
DftI'YEWAY~
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ASPtW.r
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BARRIER CURB
NOTES
Concrete sholl conform to OPSS specifications (30MPa, 7~ :I:1.5~ air).
2 Contraction joints every 3.0m (maximum). Saw-cuts to 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.
_om:
-. 2004
C-302
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All dlmen.lon. a,. In mIIImet..... un.... ottMrwlM not<<l.
Clarin n
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Serncea De ~ent
-...
--
STANDARD CURB AND GUTTER
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PLAN
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SECTION A-A
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CURB EHIlS 10 BE IlNlE VERTICAL (FUJSH)
AT talE or POURI4G. TOP CURB 1'0 BE
AlJCIl[Jl NXlJRATaY WITH IIASE CURB.
1.2m
AJlL DEPTH
EXPN4SIOH JOINT
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90110W ROWS ON..Y
<_"""-"'fR'S SEAlNff IN'!: ,.
BElWEEH ROWS)
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SECTION B-B
NOTES
1 For grate specifications see OPSD 400,010,
2 Stage I - temporary asphalt filler around catch basin including full curb,
3 Stage II - remove asphalt filler and complete curb in one pour.
Aft dlmenstona GnII 1n mI"~. unl... otherwtH noted.
- ....
-. 2004
n
Sernces De ~ent
_NO.
-.....
CURB AND GUTTER DETAIL
AT CATCH BASIN
C-305
......... Sl'Jol:lIlG OF 30m 9ElWEEIl EXPAHSlOtI =\
JOINTS AND WHERE SIOEWALK ABUlS N(t RJGI)
SlRUCIUllE
- -
b-
1.5
ISl
1.ll
COHCRf:lE
INFll
OtrtcIt.:)X1l CURB
CONIR.ICI1ON JOINTS (m>.)
1.5
0.75
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30mm
1SOmm AT DRIVEWAYS
COlFACTEO NAT1YE UA..TIRW..
(SEE N<mS 1 ANO 2)
MQIES
1 Use 100mm compacted granular 'A' if native material is deemed unacceptable by the Municipality.
2 Subgrade material to be well compacted, then dampened immediately prior to pouring sidewalk.
3 Concrete shall conform to OPSS specifications (30MPa, 77. :1::1.57. 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 257. of full depth of sidewalk.
7 Surface of sidewalk to have a broom finish.
All cffmeMfone OA In mefrw un.... otherwI.. noted.
Sernces De ~ent
-...
-..,..
Clarin
n
STANDARD CONCRETE SIDEWALK
C-307
_ 2004
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BASE ASPIW..T ..KXNT
EXIS'1'WC SURfACE ASPtW..T
ro lIE ....,.....,
PROPOSED PAVENENT
40mm to
AU.. EDCES 10 BE
PMflED WItH A
Ill1UI/lNOUS EIoIUlSION
SECTION A-A
All dlfMnsfona an In mnRme...... unIen oftMrwt.. noted.
w
ro lIE REIot<MIl
EXJSTH; PAVEWEHl'
EXJSnNG PAVEMENT
SURFACE PAVEMENT JOINT TREATMENT
_NO.
--
C-311
Wo-'lMl (llOO><9OO)
NOIE 2
" 50.-150 POST
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E E
! E TO BE FASTENED
wnH NUTS A BOLTS
.. "
50 WI)[ k 50 DEEP
_V
3.11m
3.11m
BARRICADE DETAIL
700 -,
....,
15
,
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NOTES
1 This standard to be read in conjunction with OPSD 912.101.
2 Checkerboard sign as specified in Ontario Traffic Manual.
3 All hardware to be galvanized.
4 All wood members are to be pressure treated.
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POST DETAIL
AU dtmenalon. a,.. In mlllImettu un.... otherwl.. noMd.
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STREET TERMINATION
DETAIL
__ 2004
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40
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Serrices De ~ent
-...
--
C-401
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68.9mm 0.0 EN) POST
CORNER
3.Om
-..
3.Om
1 .8m FENCE
IlIW:E ~
POSf OR fi-"--
GAlt POSf '2.Imm 0.0. IIRAl:E ICNUCI<UD lOP EDGE
.2...... 0.0. PIPE fW..7 fASlOlERS 4l5Omm
e.e.
S1tn. STREn:HER llM I;"""" WIRE IAESH
5 . ,..... (_> No. . CNJGE
",,:,;x, ~ ,^,y y
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A :,;x, V
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VA V vx. ~ v x"
E r :.?V\. y VA ""
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} ,.. 4O-15mmJ , "\l ~~.
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~ :;; :.' ClENWIC( " :;. '. CNJGE WIRE
.,' .' .; KNUCKLED BOTTOW
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f~"":;:~'. L- DROP FllflOO) ~ fASlOlERS J50mm e.e.
TURNIlUClQ.( t ~
I 300
STRETCHER
JOOmm
(SltEL
3.Om
3.Om
I~ WIRE MESH
I No. I CHJC[
f,{<
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1.2m FENCE 1;
(x
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3.
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OlD POSr. CORNER-"~'
POST OR GA.lE POST
FOOl1NG ~ '..:-
,
.::" ~TOP OF FOODfCS
~.~. m BE SLOPED
:~~~~.~s
CONCRETE FOO1lNCS
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.: . ..... UNE POSf
t..;... FOO11NG
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NO. .
WIRE
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1 All posts and pipe rails to be galvanized.
2 Wire mesh to be on the public side of the fence with the posts and rails on the private side.
3 Fasteners shall be 6 go. aluminum or heavier, all roils and posts gouge to be schedule 40.
4 Sonatubes are to be used for all footings.
All dlmeMlona ore In mll"met,... unl... otMrwlM noted.
_Ill.
-.....
H
E
Serrices De ~ent
n
1.8m/1.2m CHAIN LINK FENCE
....."." ....
__ 2004
C-501
CI# 10 BE FASTO<<1) 10 \FflOIt
IW.S wmt two ROilS Of' 7SmIn
SCRDIS AT o..&n lNTtJNill.S.
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POST
tMT ..101fT OF lOP PIRES
10 BE AT aJmlE OIF POSJ
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ONE ROW OF ~ WOOD
SCOEllS """"'" """""-
....... INlO _
llWCIItUIl GW OF 25mm
100
W'POt JIG I..O'IEIt lW.S 10
IE f'AS1'DEJ 10 WJl1I:"A.
8QllR)$ .... ONE IlOW OF
7SmIn sc:xws fftOW DCH sa:
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SECTION B-B
5Oll150 tN'
321t150 "DO:K" 8CWtDS
MCIC 10 _MaC
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w.s 10 IE SE:aRJJ
10 ..... .....
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PRMt.1F SK'lF"
15OK1~ I"OS1' - "tUmCH. 32x150 "OED('
c:RO<MD OM mnt $IUS Il)WlIS IlIRtD
TO A 0[PlH Of 25mm lOC:OJO I.E.lOt1NG NO CW'$
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SECTION A-A
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-....
NOTES
6J
1 Engineer to verify this design meets fence density/height of noise ottenuation report.
2 fence to be located entirely on private property.
3 fences taller thon 1.8m require structurol design opproval.
4 Use pressure treated lumber (red or jock pine) No 2 grade or better.
5 All board dimensions are nominol.
6 All end cuts to be treated with woad preservative.
7
8
Sonotubes to be used for all foatings to minimize frost heave.
All hardware and fasteners to be hot dipped galvanized or approved equivalent.
All dlmenalona a... In mnlllMtret urn... otMrwl.. noted.
01 Clarington
Sernces De ~ent
_NO.
--
ACOUSTICAL FENCE
ABUTTING ROADWAYS/PARKS
C-505
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EP EP
Breakpoint Top of Breakpoint
Rounding Shoulder 1 Shoulder Rounding
Note 1 pavement Note 1
~I s s See table I Sj
6% ..... . .06
'. ..' NOI
~o\.e. . 6% Granular 3% Rnd .....~ 2
sl'l?<;; . -
~ Rnd breakpoint breakpoint
TYPE 1 - GRANULAR SHOULDER
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I Note 31
6%
s
s
tote 31
See table
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3%
TYPE 2 - FULLY PAVED SHOULDER
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670L.---:1 i-
6%
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S See table
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TYPE 3 - PARTIALLY PAVED SHOULDER
SUPERELEVATION TABLE. %
NOTES:
1 Rounding shall be 0.5m ar greater when specified.
2 Slope is to be 3H: 1V or flatter when specified.
3 Where coble and steel beom guide roil has been installed prior to shoulder poving and
where shoulder paving is to be ploced adjacent to the guide rail, the outside edge
af shoulder paving shall end 300mm from the foce of the guide roil.
4 Partially paved shoulder width to be 0.5m maximum.
A All dimensions ore in metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2004
SUPERELEVATED SHOULDERS
RURAL
OPSD
210.020
Area under
construction
~\
~ End run
-
..
-
-
Area under
construction
PERSPECTIVE VIEW
Direction of flow
=>
Silt fence barrier
Area under protection
v
SECTION
''''<'>7
~"O'
'~
v,,'/
. .
I 2.3m max, Typ I
Direction of flow
A
~~
.
I
n
A
r+
//
7/
.
Moin run
PLAN
4
A
Stake
I
Geotextile
Direction
of flow
.~
E 300mm min
E of geotextile
E in trench
o
o
(() Trench to be
I ~~~_kfilled and
~pocted
Earth surface
=>
o
o
N
Lzoo
SECTION A-A
NOTE:
A All dimensions are in millimetres unless otherwise shawn.
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2006 Rev 1
LIGHT -DUTY
SILT FENCE BARRIER
OPSD 21 9. 11 0
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I
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I
I
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I
A
t
Direction of flow
n
Strow boles
Note 1
.
. .
.
A
f
PLAN
FLAT BOTTOM DITCH
driven flush
Bottom of end boles
of downstream row to
be higher thon the low
point of flow check.
Downstream bole position
outlined.
Typ
SECTION A-A
Direction of flow
Strow boles
Note 1
n
st
1s
PLAN
V-DITCH
Stakes driven flush
B-B
75
Bale ties not to be
in contact with
ground
Trench to be backfilled
and compacted
~1500~
SECTION C-C
NOTES:
1 Number of boles varies to suit ditch.
2 Straw bales to be butted tightly against adjoining bales and shaped to conform to
the sides of the ditch to prevent water flow through barrier.
A All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2006 Rev 1
~QST~~
~ S iJ
" ".&,t,"
'ill I'I'-'A
STRAW BALE FLOW CHECK DAM
OPSD 21 9. 1 80
ROCK FLOW CHECK DAM
V-DITCH
OPSD 219.210
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Direction of flow
jA
81
PLAN
SPILLWAY
Geotextile
300mm min 300mm min
SECTION A-A
o
o
.... 0
I ~
Rock
Wf150 Igf
SECTION B-B
300mm min
of geotextile in trench
l--l- 200
NOTE:
A All dimensions ore in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2006 Rev 1
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A
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Direction of flow
r::::=:> B t
...J
"'
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Excavated basin
Top of slope
+I
A
PLAN
Direction of flow
r::::=:>
L=20m mox
. Rock flow check dam
Ditch invert
O.5H:1V
Excavated bosin
SECTION B-B
Original ground
O.5H:1V
05L=J
NOTES:
SECTION A-A
A Ditch cross-section upstream or downstream of sediment trap may be flat
bottom or V-shaped. Flat bottom shown.
B This OPSD to be read in canjuction with OPSD 219.210 or 219.211.
C All dimensions are in metres unless otherwise shawn.
ONTARIO PROVINCIAL STANDARD DRAWING
OPSD 219.220
Nov 2006
EXCAVATED SEDIMENT TRAP IN DITCH
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\0 follow shoulder SIOP/)I
!:)C>
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Edge of pavement
Gutter line
Bock of curb
Elevation of top of curb
to follow shoulder slope
PLAN
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'" 0
" 0
_+_1__ _, _
:~
~. :</1-.. f .~ "f
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225mm min
-J x l:- 450 -J x [1
SECTION X-X
CURB with GUTTER
Type
x
Barrier
200
300
400
Semi-Mountable
Mountable
NOTES:
A All dimensions ore in millimetres unless otherwise shown.
45" CONCRETE OUTLET
FOR CONCRETE CURB WITH GUTTER
AT END OF RUN
OPSD 605.030
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2006 Rev 1
3.8m termination I
Curb with 1
gutter \
\ 1
\
\
~~\ 1
0 \
0
<0 ~\\ll 1
J \
Z 1
I" -1 225 I-
PLAN '"
N
END VIEW
Ef --
ELEVATION
MOUNT ABLE CURB WITH GUTTER
Curb with
gutter 3.8m Termination I 150mm
trrnn1
1 1
~:
~
~
." ~\\\ !
0
Gutter or >
curb line J Z ,
,
I" ~ Varies l--
PLAN '"
N
0 END VIEW
ELEVATION
BARRIER AND SEMI-MOUNTABLE CURB WITH GUTTER
NOTES:
1 Slope to match existing shoulder.
A This drawing is to be read in conjunction with
OPSD 6DO series curb with gutter drawings.
B All dimensions are in millimetres unless
otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2006
METHOD OF TERMINATION
FOR CONCRETE CURB WITH GUTTER
OPSD 608.010
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4'1
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,..;;
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7. Wye con nectian
8. 45' bend
Section
50mm
min
MAXIMUM SIZE HOLE IN THE WALL IN PRECAST RISER SECTIONS
Maintenance No. 1-4 No.5 & 6 No.8 No.7
Hole Diameter Inlet Hole Outlet Hole
1200 700 860 780 700 860
1500 860 1220 960 860 1170
1800 1220 1485 1220 1220 1485
2400 1485 2020 1760 1485 2020
3000 1930 2450 2300 1930 2450
3600 2195 3085 2730 2195 3085
NOTES:
A Concrete for benching to be 30MPa.
B Benching to be given wood float finish, channel to be given steel trowel finish.
C Benching slope and height to be as specified.
D All dimensions are nominal.
E All dimensions are in milimetres unless otherwise shown.
MAINTENANCE HOLE
AND PIPE OPENING
BENCHING
DETAILS
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2004
OPSD
701.021
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CONCRETE ~~'_'~<~~r~:i..~ ~.'~~:.:<;,>;:~.'~';
I
PlAIN OR REINFORCED
CONCRffi ~IN. 15 MPo
I
DRY TRFNCH
19 mm CRUSHER RUN
U~ESTONE COMPACTED
TO 98 % PROCTOR
DENSITY
WFT TRFNCH
Hl8 BlEND Of'
CRUSHED CLEAA
STONE CONCRETE CRADLE
ClASS A
I
CONCRETE ENCASEMENT
DETAIL
CONCRETE ARCH
I
REINFORCED As
REINFORCED As
PlAIN
= 1.0% lfZ: ....8
"" 0.4% Lf= 3.4
4: 2.B
,. PIC WATERMAlN MAY NOT BE CONCROE ENCASED.
2. CONCRETE ENCASEMENT OF GRAVITY SANITARY
SEWERS toAUST EXTEND fROM PIPE JOINT TO
PIPE JOINT.
3. THIS DETAIL APPUES TO PROPOSED PIPING ONLY,
I
r--------- 0.0. + 6OQ-J
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r---O.D. + 6OO~
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SAND COVER COt.APACTEO
TO 98% PROCTOR DENSITY
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SAND BEDDING AND COVER
COt-lPACTED IN 150 mm LAYERS
TO 98% PROCTOR DENSITY
~.>::..:
!... :.-: ~
.~:'..;7.
DRY TRE"NCH
19 mm CRUSHER RUN
W.lESTONE COUPACTEO
TO 9B " PROCTOR
DENSITY
WET TRE'NCH
HL8 BLEND Of
CRUSHED ClEAR
STONE
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CLASS B
CONCRETE AND CPP PIPE
ClASS D
DUCTILE IRON AND COPPER PIPE
Lf = 1.9
I
LEGEND
0.0. :;;: OUTSIDE DlAMffiR OF PIPE
Lf "" LOAD FACTOR
As "'" AREA OF STEEl
NOTES
1. BEDDING IAATERIALS SHAll BE FULLY EXTENDED
AND COMPACTED AGAINST TRENCH WAlLS.
BEDDING MATERIALS SHAlL BE PlACED AND
COMPACTED IN 150 mm LAYERS.
2. NO UEC~ICAL COMPACTION EQUIPMENT SHAlL
BE USED ON TOP or PIPE PRIOR TO PlACING
A MINIMUU Of 300 mm COVER.
r-O.D. + 600-j r-O,D. + 600~
I (~IN. 900) I I (~IN. 900) I
t~ ;:~H{:~;::[':{;R\~:m:(~;i:: ;6NgBi~~~g~P~~~ ::,};i:~;~~~i~;]?;::;nm~' Ttg
19 mm CRUSHER RUN
UM[STONE COMPACTED
TO 98 X PROCTOR
DENSITY
I
I
I
3. PIPE SHALl BE BEDDED TO PROPOSED UNE
AND GRADE WITH UNIFORU AND CONTINUOUS
SUPPORT FROM 8EDDING. BLOCKING WITH ANY
HARD OBJECT SHAlL NOT BE USED TO BRING
THE PIPE TO GRADE.
4. 19 mm VIA.. CRUSHER RUN UUESTONE TO
OPSS 1010 - GRANUlAR A SPEC. - TABLE 2
(WHEN SPECIFIED).
5. Hl 8 BLEND CRUSHER CLEAR STONE TO
OPSS 1033 - TABLE 2 (WHEN SPECIFIED).
6. CONCRETE TO OPSS 1350 (WHEN SPECIFIED).
AlL OIUENSlONS IN MIWMETRES EXCEPT \\HERE NOTED.
OWG. DATE: 1978 03
REIASlON NO.: 7
REV. DATE: 2005 05
SCAlE: N.T.S.
I
HLB BLEND OF
CRUSHED CLEAA
STONE
WET TRD<<:H
DRY lRn<<:H
I
I.
ClASS P
PE AND VC PIPE
PVC
~
SANITARY, STORM AND WATER
(MAIN AND SERVICE) TRENCH BEDDING
AND CONCRETE ENCASEMENT DETAILS
8-401
I
WORKS DEPARTVENT
13 mm ROUND
HOLE WITH
GROMMET
135 mm SlIDE TYPE
VALVE BOX &: COVER
TRACER v.1RE
50 mm OPERAl1NG NUT
OPEN TO LEFT
GUIDE PLATE
NON-RISING STElA
TRACER WIRE CONNECTED
TOGEll-iER USING A SPUT
BOlT I 10 CONNECTOR.
SPUT 'BOlT SHAll BE
WRAPPED IN ELECTRICAl..
PUTTY,
WA TERMAlN
"
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'.' .
LJOO-l
eo"
~I'!
NO
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:>",
"'
,
\
\
\
SLIDE lYPE
FINISHED
GRADE
E'"
~I'!
NO
,Z
~~
:>",
LTENSlON STEM SHAll BE
FASTENED TO OPERATING
NUT WITH 2 SET SCREWS
TRACER WIRE
I
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~
\
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~
\
\
\
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4...
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~. .:
S..4 kg ZINC ANOOE
SOlID CONCRElE BLOCK
150 mm x 150 mm )( 300 mm
NOTES
1. VAlVE BOX SHALL BE ADEQUATELY BRACED 1M-tILE BACKFlWNG
AND MUST REIr.lAIN PLUMB.
2. VAlVE BOX EXTENSION SHALL BE USED ONLY IF REQUIRED.
3. REFER TO "sr AHDARD SPECIFlCA TI(1IIS FOR THE CONSTRUCTION
OF WA TERMAINS. FOR PLACEMENT OF MARKER STAKES.
4. VAlVE SHAlL BE COMPlETELY BACKFlLlED WllH 19 mm
CRUSHER RUN UMESTONE.
S. 'M-lEN TIiE DEPTIi Of THE OPERATING NUT IS GREA 1ER
THAN 2.0 m BElOW FlNISHED GRADE AN EXTENSION
STEM SHAll BE USED.
6. ALL INUNE VAlVES INSTALLED ON PVC WATERMAJN SHALL BE
RESTRAINED AS PER S-4-33, UNLESS OTHERWISE NOTED.
7. IF VALVE BOX IS LOCATED IN A GRAVEL AREA, A
1.0 m x 1.0 m x 50 mm ASPHALT COllAR SHALL BE INSTAUEO.
1:1
L'50-l
a. TRACER WIRE COATED. 7 STRAND,
12 GUAGE 1W75, T'MJ75 OR
RW90XLPE WIRE RATED AT UINUS 400 C.
9. TRACER WIRE SHALL BE INSTAllED
OUTSIDE VALVE BOX AND BROUGHT
INTO UPPER SECTION THROUGH 13 mm
ROUND HOlE AND LOOPED AT TOP.
LOOP SHALL BE MINIMUM 450 mm IN LENGTH.
10. TRACER WIRE SHALL BE INSTAUED IN ALL
P.V.C. AND C.P.P. MAIN UHE VAlVE BOXES.
11. CATHODIC PROTEcnON. BONDING CABLE AND TRACER WIRE
SHALl BE AS PER 5-435. S-439.
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100 mm TO 400 mm GATE VALVE,
VALVE BOX AND TRACER WIRE
ARRANGEMENT FOR PVC OR CPP WATERMAIN
ALl OIUENSI(>>.lS IN MIWMETRES EXCEPT WHERE NOTED.
OWG. DAlE: 1991 11
REVISION NO.: 14-
REV. DAlE: 2004 07
SCALE: N. l.S.
I
WORKS DEPARTMENT
8-408 I
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JOINTS SHAll BE UECHANICAU..Y
RESTRAINED ;.s PER $--433
CONCRETE BLOCK
MIN. 1000 150 x 150 JC 300
'l. HYDRANT
IT
::l 8
~L
&
I
,
I
WftAP TRACER WIRE
ONCE AROUND
HYDRANT BARREL
TRACER WIRE COATED
7 $TR.\NO 12 GAUGE
TW7S. TWU7S OR
RW 90 XLPE WIRE
RATED AT MINUS 4<TC
19 mm CRUSHER RUN
UMESTONE COMPACTED
TO 98% PROCTOR
DEN$1lY
ATTACH TRACE WIRE
UP lliROUGH SPLIT
RING AND fASTEN
",0
,,~
~~
l
~'"
o~
~o
~B
ti~
CZ
",'"
m",
oiE
>-
ADJUSTABlE VALVE BOX SHAll BE
SET FLUSH WITH FlNISHED GRADE
lRACER WIRES CONNECTED TOGETHER
USING A SPUT BOlT , 10 CONNECTOR
$PUT BOLT SHALl BE WRAPPED IN
ELECTRICAl PUTTY
150 mm
f^/C PIPE
WIN. 1500
19 nun CRUSHER RUN
UMESTONE COMPACTED
TO ge~ PROCTOR
OENSrTY
1. JOINTS SHAlL BE MECHANICAI..ll.Y RESTRAINED.
2. BEDDING AS PER 5--40 1.
3. HYDRANT EXTENSIONS SHAlL BE INSTALLED AT BOTTOM or BARREL
4. ANCHOR TEE, VALVE &: HYDRANT SHAll BE COMPlETELY BACKAllED
WITH 19 mm CRUSHER RUN Ul.tE$TONE.
5. If HYDRANT REQUIRES ACCESS ACROSS DITCH. INSTAUATlON SHAll..
BE AS PER $-428.
6. TRACER WIRE COATED, 7 STRAND, 12 GAUGE TW75, TWU75 OR
RW 90 XLPE WIRE RATED AT MINUS we.
7. TRACER WIRE SHAll BE INSTALlED AT AI.l. HYDRANT LOCATIONS.
8. CAlliODlC PROTECTION, BONDING CABLE AND TRACER WIRE SHALl. BE AS PER $-435, $-439.
i1
AlL DIUENSlONS IN MIWMElRES EXCEPT YfliERE NOTED.
OWG. DAlE: 1978 03
RE'v1S1ON NO.: 11
REV. DAlE: 2002 10
SCAlE: N. T.S.
HYDRANT ASSEMBLY WITH
MECHANICALLY RESTRAINED JOINTS
WORKS OEPARTlIENT
8-409
CURB STOP LOCATIONS I
AS PER $-445
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CRI~P END I
or PIPE
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FlNISHED GRADE
\FlNISHED IlO.'D GRADE
ROO
"
"i'!
_0
z
~..
:>..
'"
TRACER WIRES CONNECTED
TOGETHER USING A SPlIT
BOLT , 10 CONNECTOR.
COPPER SERVICE PIP/
TYPE 'K'
~~
1-'50-1
BRASS SElMCE GROUND ClAMP C/W
TRACER WIRE CONNECTOR
SEE NOTE ...
TRACER WIRE COATED 7 STRAND.
12 GAUGE TW75. TWU75 OR RW 90 XLPE
WIRE RATED AT MINUS WC.
CORPORATION WJN STOP
(WITH APPROVED SADDLE)
50 mm x 150 mm x 300 mm
CEDAR BLOCK PLACED
ON UNDISTURBED GROUND
NON FERROUS WM
COPPER SERVICE PIPE
lYPE 'K'
NOTES
FERROUS WM
1. Tl-lE WATER CONNECTION 5HAU. BE lAID FROM THE M.AJN TO
150 mm BEYOND THE PROPERTY UNE, IN NEW SUBDM510NS ONLY.
2. HORIZONTAl GOOSE NECK SHALL BE USED WHEN COVER LESS
~ 1700 mm.
3. WATERUAlN SHALL BE TAPPED UNDER PRESSURE.
4. SERVICE GROUND ClAMPS AND SPUT BOlT St-WL BE
WRAPPED WfTH ElECTRiCAl PUTTY.
5. ANODE SHAll BE PlACED AT lEAST 1.0 m AWAY FROI.4 THE SERVICE I
AND AS DEEP AS THE BOTTO~ OF THE SElMCE.
6. ANODE 5HAU.. BE LOCATED BETWEEN THE MAIN STOP
AND CURB STOP.
7. PlUMBING CONTRACTOR TO REMOVE TAIL PIECE AND
HOOK UP TO CURB STOP.
B. CATHODIC PROTECTION. BONDING CABLE AND TRACER WIRE
SHAll. BE AS PER 5-435. S-439.
9. MINIMUM SEPARATION DISTANCE BETWEEN TAPPED COUPUNGS
SHAU.. BE 1.0 m.
10. COUPUNGS SHALL NOT BE PER~rTTEO BETWEEN THE
UAlN STOP AND THE CURB STOP WITHOUT PERMISSION
OF THE REGION OF DUR_,
I
INSULATION AS PER $-307
I
I
CORPORATION MAIN STOP
(WITH APPROVED SADDLE)
LOWERING WATER SERVICES
I
ALl. DIMENSIONS IN ulwuElRE$ EXCEPT WHERE NOTED.
owe. DA 1E: 19B1 04
REV1SION NO.: 17
REV. DA 1E: 2005 05
SCALE: N_T.S.
~
iii
I
19
AND 25 mm COPPER
WATER SERVICE
mm
8-410
I
WORKS DEPARTUENT
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MEC~ICAL JOINT, OUCT1l.E IRON
RETAINER ~DS TO BE USED
ON AU. FTTTlNGS ON 0.1. ~.
FOR P.V.C. Mol. REFER TO NOlE 1.
UNDISTURBED GROUND
SEWER TO BE SUPPORTED
SEE DETAIl 5-407
I
:~
0",
VERTlCN..
BEND
~
VARIABLE SauD
NIPl'LE ~ SlIDIE
EXISTING
WATERMAlN
,I
I
COMPACTED GfW!ULAR BEDDfNG
I
,
I
,
2-j-v
COl.4PACTEO GR#lULAR BEDDING
I
NIN. lENGTH - 0.0. OF SEWER + 900
I
NOTES
I
1. SEE DETAI...S S-4.l3 AND 5-"31 fOR NETHQO or
RESTRAINING .J06NTS ON P.V.C. ViM.
2. COl.4PN;TED GRANULAR SHALL BE P1.ACED 8~
SEWER 4: WATERt.WN JS PER S-~7.
3. PROVIDE CATHOOfC PROTECTION fOR FTmNGS AS PER
STAHDAAO DRAWINGS..
I
I
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I
~
DEFLECTION OF WATERMAIN UNDER SEWER
ALL DIf.4ENSlONS IN MIWt.4ETERS EXCEPT 'M-fERE NOTED.
OWG. DATE: 20CH 07
REVISION NO.:
REV. DATE:
SCALE: N.T.S.
I
5 DEPARTIlEN
8-422
SADDLE
\lilJRKS OEPARTIIENT
WJ..VE SIW...l.. BE
OPERATED BY REGiONAl
PERSONNEL ONLY
PROPOSED WATERt.lAIN
MIN. 600
MIN. 600
I
I
I
EXISTING WATERMAlN
I
OlE
I
I
PROPOSED AND EXISTING WATERMAlN St-W..L
BE TAPPED USING SERVICE SADDLE
19 mm MA&N STOP SHALl BE
REMOVED AND REPLACED
WITH A 19 mm BRASS PlUG
AFTER TESTlNG HAS BEEN
COMPlETED
19 mm CORPORATION
SERVICE TEE
.
COPPER COMPRESSION
JOINT TO MAlE I.P.T.
COUPUNG
~
~~
I
19 mm TYPE '"J{"
COPPER
I,
I
19 mm BACKFlOW PREVENTER
I
19 mm CURB STOP MAY BE
OPERATED BY THE CONTRACTOR
I
All DIMENSIONS IN MIWMETRES EXCEPT 'M-lERE NOTED.
owe. OA TE: 1982 03
REI,1S1ON NO., 5
REV. DATE: 2005 05
mm TEST POINT BY-PASS SC~ N.T.S.
8-429
NOTES
,. TRENCH SHAll. BE LEFT OPEN AND FENCED IN
ACCORDANCE WITH SAfETY RECULAllONS.
2. INSULATION Of WATERMAlN BY-PASS REQUIRED
DURING FREEZING CONOmONS.
19
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RESTRAINED JOINT OET/lJL
AS PER $-433
I TRENCH WIDTH I
'., ~
19 mm CRUSHER RUN _"'~'.;'..;'''':::''...
UMESTONE COMPACTED ~ ': ,?~ ......; ..
~~N~~~ OF PROCTOR -L ~_~:;:~>?~
,-- .....
75
MIN. 300
0.0.
MIN. 300
SECTION A-A
HORIZONTAL DEFLECTION
RESTRAINED JOINT DETAIL
/IS PER $-433
I TRENCH WIDTH I
19 mm CRUSHER RUN
UMESTONE COMPACTED
TO 98 % Of PROCTOR
DENSITY
'9 mm CRUSHER RUN
UMESTONE COMPACTED
T098XQf
PROCTOR DENSITY
M~~~~j: ~
~;:;~".". =F=
SECTION C-C
UPWARD THRUST
TABLE NO. 1
CLEAR STONE FOUNDATION
AS REQUIRED
SEE NOTE 3
VERTICAL DEFLECTION
NOTES
MINIMUM DIMENSION FOR
GRANUlAR THRUST BLOCKS
DEFL PIPE DIAMETER (mm)
ANGLE 100&:150 200 300 400
11.25' 400 500 600 700
22.5. 400 500 600 700
45' 450 550 650 750
90' 600 700 850 950
1. All JOINTS ENCOUNTERED WITHIN THE SPECIFlED
RESTRAINING LENGTH L. SHAlL. BE RESTRAINED
ON EACH SIDE OF THE FTTTlNG.
2. GRANUlAR THRUST BLOCKS SHAll BE FUU Y
EXTENDED AND COMPACTED AGAINST TRENCH WALLS.
3. IF THE BEARING CAPACITY OF TRENCH BED
RESISTING DOWNWARD THRUST IS LESS THAN
100 KN/m2. ClEAR STONE FOUNDATION SHAll
BE PROVIDED AS DIRECTED BY THE ENGINEER.
4. WHEN F1TTINGS ARE PARTIAllY OR fULLY EXPOSED
UNDER PRESSURE, AlL JOINTS MUST BE RESTRAINED.
5. AU FITTING JOINTS SHALL BE RESTRAINED IN EARTH
Flll. APPUCA1l0NS. JOINT RESTRAINTS ARE NOT REQUIRED
FOR STRAlGIfT RUNS IN ENGINEERED Flll. APPUCAllONS.
6. CATHODIC PROTECTlON. BONDING CABLE AND TRACER WIRE
SHAlL BE AS PER S-435, $-439.
TABLE
NO.2
LENGTH (m)
"L"
MINIMUM RESTRAINING
VERTICAL DEfLECTION
DOWNWARD THRUST UPWARD THRUST
HORIZONTAL
DEFlECTlON
PIPE
01A.
(mm) 11.25' 22.5"
100&150 1.5 2.6
200 2.0 3.7
300 2.8 5.2
400 3.6 6.7
45" 11,25' 22.5' 45' 11.25' n.s' 45" 90"
4.9 4.9 7.5 10.1 1.5 2.6 4.9 8.1
6.3 6.3 9.6 13.1 2.0 3.7 6.3 10.5
9.0 8.8 13.4 18.3 2.8 5.2 9.0 14.9
11.6 11.2 17.2 23.7 3.6 6.7 11.6 19.3
ALL DIMENSIONS IN MIWMETRES EXCEPT MiERE NOTED
OWG_ DATE: 1991 11
REVISION NO.: 5
REV. DATE: 2006 04
SCALE: N.T.S.
(3
JOINT RESTRAINING LENGTH
FOR PVC PIPE
(IN COMBINATION WITH GRANULAR THRUST BLOCK)
8-431
WORKS DEPARTIIENT
~
it
:I:
o
Z
'"
I"
GRANULAR THRUST BLOCK
19 mm CRUSHER RUN
UMESTONE COMPACTED TO
98 X PROCTOR DENSITY.
., ~
. .
c"
c"
"L"
4:.
.'
.... .....
: "..F'
MEC~1CAl JOINT eM'
." .~
... :.~
. . ~. . - .
=-:rill'l:.
UNDISTURBED GROUND
ELEVATION
PlAN
DEAD ENDS
c"
'~... .. 4.". ..
GRANULAR THRUST BLOCK
19 rnm CRUSHER RUN
UUESTONE COUPACTID TO
98 X PROCTOR DENSITY.
.=---------UNoISTUR8ED~~;;;ON
oz GROUND
~:i
RESTRAINED TEE
WHERE PIPE IS TWO SIZES lARGER OR
MORE TO REDUCED PIPE.
i.e. 300 fl TO 150 f
200 , TO 100 It
REST~NED REDUCER
TRENCH WIDTH
PlAN
"L"
GRANUlAR THRUST BLOCK
19 mm CRUSHER RUN
UUESTONE COMPACTED TO
98 ::II: PROCTOR DENSITY.
UNDISTURBED GROUND
ELEVATION
PLUGGED CROSS
PlAN
.
300 I
0.0. I
300
I
.
JOO I
0.0.
75 I
t
I
I
I
.
JOO I
0.0..
JOO
I
4. WHEN nTnNGS ARE PARTIALLY OR FUllY EXPOSED
UNDER PRESSURE. All JOINTS MUST BE RESTRAJNEo.
5. All. FlTTlNG JOINTS SHALL BE RESTRAINED IN EARTH
flUl APPUCATlONS.
6. CATHODIC PROTECTION. BONDING CABLE AND TRACER
WIRE SHALl. BE I>S PER 5-435. $-439.
7. AU. SlOES SHAll. BE RESTR.6JNED FOR IN UNf TEES.
8. JOINT RESTRAINTS ARE NOT REQUIRED FOR STRAIGHT
RUNS IN ENGINEERED FlLl APPUCATlONS.
PIPE MLM MIN. RESTRAINING I
0lA. LENGTl< (m)
100&:150 15.2 I
200 19.6
I
All DIMENSIONS IN MIWMETRES EXCEPT ~ERE NOTED.
CWG. DATE: 1991 11
REVISION NO.: 6
REV. DAlE: 2006 04
SCALE: N.l.S.
NOTES
1. All JOINTS ENCOUNTERED WITHIN THE SPECIFIED
RESTRAINING LENGTH -L- SHAll BE RESTRAINED FROU
THE F1RST JOINT ON RTTlNG.
2. GRANULAR THRUST BlOCKS SHAUl BE FUUlY EXTENDED
AND COMPACTED AGAINST TRENCH WAlLS. IF TRENCH
WAlL ARE SATURATED OR DISTURBED. SPECtAL DESIGN
DETAILS OF THRUST RESTRAINT SHALl BE PROVIDED BY
THE ENGINEER fOR REVIEW BY THE REGION.
3. GRANUlAR THRUST BLOCKS SHAlL BE ENCLOSED WITH
FILTER FABR1C IF GROUND WATER TABLE IS ABOVE THE
TRENCH BED OR IF GROUND WA.TER IS SEEPING
THROUGH TRENCH WAllS.
JOO
27.7
400
36.3
~
THRUST BLOCK FOR PVC WATERMAINS
FOR HYDRANT RUNOUTS, TEES
AND DEAD ENDS
.
'MJRKS DEP ARTlMENT
8-433 I
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I
~ /'
~~~
CJ
I
I
~~
~ ~~i& ~." ~
~~~ ~~J~ _ ~/l
~ (1 ~iJ-vf. sv:rP~' ,0
~((' ~cJff ~~ ~ "~":/ ))
'. ((i~' _0; ~ J
'/' r" <D
l~ '. '(r' 5] ~~
,.~~g 1t:.I ..". /' .nrlP
,~.-(ilO ,'// rO"'-
5'-' /' /'
/'/ <D ,/
~/ ~1' 6';J
~II>'
1.1,'
l~
~~
z1IlG
~~
l~G
.I.~
''p'
~~J
$~>l) J
~Ji!~ ~// ~ ?~ gll!f,.
1) p~V ~ ,..1 ~ 1<1"'" l~
~~
~/
--'\ '\..
~"),
~~1)~' ~)~
NOTES ~f 'P
1. ANODE SHAll BE PlACED AT LEAST 1.0 m AWAY FROM
THE WATER SYSl'EU APPURTENANCES AND }S OEEP AS
THE BOTTOM Of THE APPURTENANCES. MINIMUM DISTANCE
BETWEEN ANODES SHAlL BE 1.0 m.
2. All.. BONDING AND ANODE CABLE CONNECTIONS SHAll BE
THERMITE WELDED. ALL THERMITE WElD CONNECTIONS SHAlL
BE COATED WITH AN APPROVED COATING MATERIAl..
3. BONDING CABlE SHAll BE NO.6, SEVEN STRAND
COATED COPPER WIRE. CADWEWED TO FTmNGS.
~. 5.4 kg ZINC ANODE SHAll BE SUPPUED AND INSTAllED IN
A MANNER APPROVED BY lltE REGION FOR EVERY
1000 m OF TRACER 'MRE INSTAI..1EO.
5. t.lAGNESIUU ANODE CABILS SHAlL Il[ BLUE AND
ZINC ANooE CABlES SHAll.. BE WHIT[.
6. ONE 5.4kg ZINC ANODE SHALL BE INSTAlLED
ON EACH RESTRAJNER.
~p~~
I
~
cJff- "''''",
~1~f
p~~~
flI!~~
P~~jtI"
~ "
plIO? ~ u
cof'!'rJI
J
~D
~~~
P~1ffl
~~
.I~
';,tIOV'
t /
~
. ~g;P-
,.
AlL DIMENSIONS IN MIWMETRES EXCEPT 'M-iERE NOTED.
DWG. DATE: 1981 04
REVISION NO.: 6
REV. 0" TE: 2005 05
SCALE: N.T.S.
(:I
WORKS DEPARTIlENT
CATHODIC PROTECTION / BONDING
CABLE / TRACER WIRE
FOR PVC AND CPP WATERMAIN SYSTEMS
8-435
I
METAl fRAME AND COVER
ASSEMBLY (SEE NOTE 7)
NOTES
I
=
1. AU DUCTS SHAU. MEET c.s." C22.2 #211-2
SPEOAeA nONS OR A?PROVED EQUAL
2. All flTTlNGS SHAll BE t.lOl.OED OR F ABRICA lED
AND SHAll BE COMPATIBLE 'MlH DUCT MATERIAL
JOINING METHODS SHAll CONFQRU TO
UANUF ACTURERS REC()MMENDEO PRACl1CES.
3. HANDv.f1.L SHALl. BE WADE FROM' SDR26 PVC PIPE
OR DR26 POl YEllfYLENE PIPE. 457mm 0.0. AND
MINIMUM WAll THICKNESS OF 17mm.
4. INTEGRAL BEll.. ENDS SHALL BE USED ON All.
50mm AND 75mm DUCTS ENTERING HANDVfElLS.
INTEGRAl BEll ENDS SHAtJ. BE INST AUEO FlUSH
'MTH THE INSIDE WAlL OF THE HANOWELL
5. PRIMARY DUCTS SHALL ENTER THE HANDYtRL
AT THE SAME ELEVATION PERPENDICULAR TO THE
HANO'tllEU. WALL AND SHAlL BE ALIGNED TO THE
CENTER Of" THE HANO'llELL
6. All ENTRANCE HOLES INTO HANDWELlS SHAll
BE MAOE Vt1TH A HOlE SAW 'MTH D1A. NO
UORE THAN 6mm LARGER THAN THE 0.0. OF
THE DUCT OR F1TT1NG BEING USED.
7 . METAL FRAME AND COVER AssrMBL Y SHALL BE
ATTACHED TO PVC OR POlYETHYLENE PIPE BY
THREE 9mm STAINLESS STEEl SOl TS.
8. GROUND 'MRE SHAll BE ATTACHED TO METAL
HANDWEl.1. FRAME USING A GROUND LUG SUITABLE
FOR 16 AWC COPPER WIRE.
9. GROUND STRAP SHALl BE ATTACHED TO METAL
HANOWEU. fRAUE AND COVER USING GROUND
LUGS SUITABLE FOR GROUND STRAP TER~INALS.
10. HAND~LlS SHALl BE PlACED IN RAISED UEDtAN
ISlANDS SHALl BE lOCATED A t.fINII.4UU Of 25
METRES FROU THE BULLNOSE AND CENTERED.
SEE REGION Of DURHAM STANDARD DRAWING $-502.
I
STD. THREAD BRASS BOLTS
WITH 19mm (3/4 in) HEAD
~
I
UINIUUtr.4 OF .3 STANDARD
SIZE HOUSING BRICKS
FOR FOOTING
I
SOmm OR 7Smm DIA..
PRIt.W!Y DUCT (m'.)
INTEGRAJ.... BELL
END (m'.)
I
7mm NYtON fISH UNE
IN ALL PRIMARY DUCTS
WITH 1.5 UETRES COILED
AT EACH END (lYP.)
I
Pv'C OR POLYETHYLENE PIPE
SEE NOTE .3
25mm OR 38mm OIA.
SECONDARY DUCT FOR
LOOP LEAD-IN WIRE
I
SECTION A-A
I
'6 AWC BARE
COPPER WIRE
GROUND LUG SHAll BE WElDED TO UETAl
HANOWELL COVER (SEE NOTE .)
DUCT END SI-W.L BE CloPPED
flUSH WITH ASPHAlT SURfACE
UNTIL READY FOR USE
I
TOP Of' HANOWELL
SHAlL BE FLUSH WITH
FINISHED GRADE
.,
':"..
ASPHALT
SURFACE
I
GROUND LUGS TO
BE ATTACHED TO
lotETAL FRAME
MOUNTING BOLT
SEE NOTE 8 ok 9
THERUIT WELD
CONNECTION
20 X 3000 STEEL
GROUND ROD----
WHERE REQUIRED
FIN. GRADE
:6
. ~.. :".-
.....
I
,
A
I
T-,ooo
o
<0
~
8
N
GRANULAR BASE
I
r
A
TERMINATE 25mm OR 38mm CIA.
SECONDARY DUCT AT EDGE Of
PAVEIi4ENT AS SHOWN
I
CRUSHER RUN UMESTONE
I
[:I
ALL Dlli4ENSmNS IN MIWMETERS EXCEPT Yf'l-iERE NOTED.
DWG. DATE: 1980 06
REVISION NO.: 13
REV. DATE: 2002 10
ELECTRICAL HANDWELL SCALE, N.T.S.
8-511
I
SECTION B-B
I
WORKS DEP AR1\IENT
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I
CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
CONTRACT NO. CL2006-53
GEOTECHNICAL INVESTIGATION
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I
I /
I
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I
I
I
I
I
I
I
I
~
.
n.
..:It::J
ed~
E'!~
Ilfci
~ z
!~~
~El
.0,
;-;"''':1
e--!!!
-,;>;i:
';.~ 6
.. '" !'~
~ -~ ~~
<1i~!~
.
L
"'!
~~
-:1
~~
~ .
. .
1 !
..]1
.~ -
.iJl~
.
o
~,
~,
c,
"
o
c: S
L:'
!
i ~
.:t:
-::;
:f"
w
.0
I,'"j
'"
,
!I
,
(':!
.
u__'I1
/r
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c: ~
....
.: .,.,
.8 ~ ",
" .
" -;;; \:)
u -b
is. O!
<> " 0
VJ ~
~
~ ~ Ii
<: "
:J. ~ ~
~ 1::;
o " .
0:: ::l ,
o 0 ~
Q 0:: It
_ 0'"
~ 0::'" ~
.. '"
(') ~ :
~ :::
:l
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II
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0
z .;
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u
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Cl en ~
a- 0..
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<t:
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0..
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o
.....,
f-<
<t:
U
o
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[.I.J
....J
o
:r:
f-<
r./J
[.I.J
f-<
-
~
i::
....5
%'"
it!"'
t.:J~
~o
""u
0",2
~~~
~~~
i=::~:5
~i;j~
~~~
;;l" >-
.' ~ ~
~~~
G~~
~::i
;:,0:
~~
v<;
i:'i
~
'"
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I
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APPENDIX A
TESTHOLE LOGS
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Log of Borehole: BH-1
Project No: 06-G-155
Geo-logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J 6X 7
Project: Baseline Rd & Green Rd Reconstruction
Location: Bowmanville
SUBSURFACE PROFILE SAMPLE Moisture Content ~
- eMoisture Content %_ 1;i
z_ 10 20 30 40 e
---' OE a: w l; REMARKS
;::- ;;
~ 0 DESCRIPTION <:I: w ::> Standard Penetration Index E
CD >>- lD W --' 0
"- ::< Wll :;; II ~ .. N in blows/0.3m .. ~
w >- --'W ::> ~ 20 40 60 80 .
0 '" we z z Ii:
O~ m Ground Surface
>-0 uw ~.u Borehole located on
I- ,ASPHAL T (115mm) / Baseline Rd: Slation
1~ l- I=- 1 AS na -
2~ I- : GRANULAR F/LL 4.2 0+800. offsel2. 7m S of Cl
I- ".Granular A .: jTw 2 AS na .~
3~ .....--..----......................................./
4~ >-1 \Granular B i'-.~, In
5c EARTH F/LL 3 AS na
Dark brown Sand and Silt with trace
6c Gravel (Till Fill?), compact. damp
7C -2 1."
~i Borehole terminated
~j
10c -3
I
11
.12c
13c -4
14~ I-
15~ f-
16': I-
>-5
17 "
18c
19"
20c >-6
21c
22~
23c -7
124C
25"
26c -8
127"
28 I-
29" I-
130~ f-9 Open borehole remained
31" dl'f throughout the drilling
32, process
33" f-1(
Elevation (m): Existing grade GeologistlTechnologist: Garnet Brenchley, P.Eng.
I Completion Depth (m): 2.0 Drilling Company: Strong Soil Search
Date of Boring: Ausgutl8, 2006 Drilling/Sampling Equipment: Solid stem augers I Split spoon sampler
Plate No.. A-I
Project No: C16-G-155
Project: Baseline Rd & Green Rd Reconstruction
Location: Bowmanville
Gee-Logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J 6X7
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Log of Borehole: BH-2
SUBSURFACE PROFILE SAMPLE MOislure Conlent ..
- """oislure Content %. 10
0
z_ 10 20 30 40 ~
OE .. REMARKS
--' t=I' a: w c;
:r 0 DESCRIPTION w :::> Slandard Penetration Index E
I- m ~I- CD W --' 0
Q. ::; wQ. ::; Q. ~ . N in blows/O.3m . N
w >- -,w :::> >- 20 40 60 80 ..
0 en wO z .... z 0::
ft m Ground Surface
~] f-O Borehole located on
f- I,ASPHALT (115mm) U~ Baseline Rd: Station
f- ... GRANULAR FILL Ir3l> 0+900. offset 2.4m S of CL
2-1-
3, I- .'.Granular A
1-1 .....................----........- u......hhh..
1\ Granular B / U" n
4'
5~ ~ EARTH FILL , AS na
6~ ~ Grey Till Fill - Sandy Silt. damp,
i-2 compact \
7~ ~
8"
9" GLACIAL TILL L." \
10~ f-3 Dark grey Silt and Sand with trace
Gravel, moist, compact
11~
12" "
2 AS na .
13" f-4
14'
15e .>1
Borehole terminated
16' -5
17~
18~
19~
201 -6
2~1
22"
23 ' -7
24-
25-
26- -8
27-
28
29
30e -9 Open borehole remained
31" dry throughout the drilling
32" process
33e -1{
Elevation (m): Existing grade
GeologistlTechnologist: Garnet Brenchley, P.Eng.
Completion Depth (m): 4.6
Drilling Company: Strong Soil Search
Date of Boring: August 18, 2006
DrillinglSampling Equipment: Solid stem augers I Split spoon sample
Plate No.: A-2
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Project No: 06-G-155
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborou9h, Ontario
K9J 6X7
Log of Borehole: BH-3
Project: Baseline Rd & Green Rd Reconstruction
Location: Bowmanville
SUBSURFACE PROFILE SAMPLE Moisture Content ..
- eMoisture Content 0/.- 1i
z_ 10 20 30 40 0
--' OE a: UJ c; REMARKS
;::- c;
:I: 0 DESCRIPTION <(:I: UJ ::> Standard Penetration Index E
t- o:> >t- III UJ ..J 0
00 :E UJOo :; .. ~ . N in blowslO.3m . N
W >- ..JUJ ::> ~ 20 40 60 80 "
0 VJ UJo z z ii:
O~ m Ground Surface
f-O Borehole located on
,ASPHAL T (115mm) I 0.00.
l' .1-=- Baseline Rd: Station
2e ". GRANULAR FILL 1 +000, offset 2.3m 5 of CL
3" -1~. "',G.r~n.lJl.a~. ~...................................::
Granular B I---
4e 1.01
5e GLACIAL TILL
6e Grey Silt and Sand with Gravel, ,,'rm-
7~ -2 .. ....d,,~"~.c()~!"'ctun ..........--..--.......
8i Boulders present
gi 6.\
1 AS na
1~1 -3 . __ uo,_""o h_. _. u. _.... .... ....... .__.. ..... .....-
" Dark grey, fine-grained Silty Sand, JO,
11~ dense
12~
13~ -4
14~ 1;-
15~ f;, I
16-' '10'.'
17i -5 .~
J/
l~i 'e.:
19 f;,
2~1 -6
21-'
22-'
23e -7
24e
25e
26~ -8
27e 6.6
28e 2 AS na .
29~
30e -g
I 9,. Open borehole remained
31i I- Borehole terminated dry throughout the drilling
32i I- process
l-
" I--H
33~ I-
Elevation (m): Existin9 grade
GeologistfTechnologist: Garnet Brenchley, P.Eng.
Completion Depth (m): 9.1
Drilling Company: Strong Soil Search
Date of Boring: August 18, 2006
Drilling/Sampling Equipment: Solid stem augers / Split spoon sample
Plate No.: A-3
Project No: 06-G-155
Project: Baseline Rd & Green Rd Reconstruction
Location: Bowmanville
Geo-logic Inc.
347 Pido Road. Unit 29
Peterborough. Ontario
K9J 6X7
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Log of Borehole: BH-4
GEO-LOGIC ....:.
SUBSURFACE PROFILE SAMPLE Moisture Content ..
- "Moisture Content %. 1ii
z_ 10 20 30 40 e
..... DE a: w ;; REMARKS
~x ;;
J: 0 DESCRIPTION w ::> Slandard Penelratton Index E
?- m ~.... Ol -'
11. ::;; ::; w ~ . N in blowslO.3m . 0
wll. Q. N
UJ >- -,w ::> >- 20 40 60 80 ..
0 <n we z .... z il:
O~ m Ground Surface
-0 Borehole located on
1\ ASPHAL T (90mm) u.oo Baseline Rd: Station
1~
". GRANULAR FILL ' u,.. 3.9 1+100, offset 2.3m N of CL
2~ 1 AS na
3~ 1-1 \C;ra.n".I.~~. ~..................................,.!
:"- Granular B ~
4~1- I.UI
sf GLACIAL TILL
I- Grey Silty Sand with Gravel and
6~ ~ '" ". .C.o~~I"s. t~r()u~hOlJI~d~IT1.P: .d.e~s". 1ll3"
7~ ~2 ' ..-
I- ' Boulders present
si I- 'I>';
91 I- ~
1~1 f- ,
f- 3 ..
'~ ~
11~ l-
I-
12~ I-
13~ 1-4 ' . .....-..........._-.-....... ............_.__...h..___ ~
14 f- Moist to very moist
f- 2 AS na
15" ~
16" ~
1-5
17' f-
18 f-
~
19 I-
20 1-6 ....h.__............__.......____.......... u.._."... 6TO'"
f- Dense \0 very dense, damp
21"
22"
23" f-7
24" ~~
25~ 3 AS na .
26~ -8
27~
28"
29"
30" -9 Open borehole remained
".
31~ Borehole terminated dry throughout the drilling
32" process
33" '- IC
,
Elevation (m): Existing grade
GeologistlTechnologist: Garnet Brenchley, P.Eng.
Completion Depth (m): 9.1
Drilling Company: Strong Soil Search
Date of Boring: August 18, 2006
Drilling/Sampling Equipment: Solid stem augers I Split spoon sample
Plate No.: A-4
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Project No: 06-G-155
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J 6X7
Log of Borehole: BH-5
Project: Baseline Rd & Green Rd Reconstruction
Location: Bowmanville
SUBSURFACE PROFILE SAMPLE Moisture Content ..
- OMoisture Content %. ;;;
0
z_ 10 20 30 40 .!
-' OE a: w REMARKS
J: 0 DESCRIPTION ;::- w ::> Standard Penetration Index ..
I- ID <(J: ID ..J E
::;; >1- ::;; W ~ . N in blows/0.3m . 0
0. wo. 0. N
W >- -,w ::> ~ 20 40 60 80 ..
0 V> wO Z z ii
It m Ground Surface
~1 1-0 ~ I"ASPHAL T (115mm) VV' !.Z Borehole located on
1~ ;onlr 1 AS na Baseline Rd: Station
2~ ' GRANULAR FILL , 1 +200, offset 1.8m N of CL
3~ :, Granular A ;; r-=-
-1 '1\ G;;;';~ia;' s' u u.uuuuu u, u__u.. ,__m/
4~
5~ GLACIAL TILL (possible FILL)
Possible fill - see surrounding
6- -2 topography (embankment). Light
7, brown Silty Sand with Gravel and
8- Cobbles, damp, compact 10 dense
9- 6.6
10- -3 2 AS na ..
11~ "--- ~
GLACIAL TILL 335
12~ Dark grey Silt and Sand with Gravel, "---
13c -4 trace Clay, damp. dense 50,(
14~ 3 AS na
15c
16~ I- - ........-...........---.. .......--..--................ --ug-
1--5 Boulders present
17~ I-
18~
19~ 1--6
20c ~
21
22
23c ~7 7.01
24 Borehole terminated
25~
26~ ~8
27~
28~
29~ -9
30~ Open borehole remained
31c dry throughout the drilling
32' process
33; - lC
Elevation (m): Existing grade
GeologistlTechnologist: Gamet Brenchley, P.Eng.
Completion Depth (m): 7.0
Drilling Company: Strong Soil Search
Date of Boring: August 18, 2006
Drilling/Sampling Equipment: Solid stem augers I Split spoon sample
Plate No.: A-5
Project No: 06-G-155
Project: Baseline Rd & Green Rd Reconstruction
Location: Bowmanville
Geo-logic Inc.
347 Pido Road, Unit 29
Pelerborough, Ontario
K9J 6X7
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Log of Borehole: BH-6
SUBSURFACE PROFILE SAMPLE Moisture Conlent ..
- eMoisture Content 'f,- 1i
z_ 10 20 30 40 e
OE "
...I ~I '" w ;; REMARKS
J: 0 DESCRIPTION w :> Standard Penetration Index E
.... lD ~.... lD -'
::;: ::; w ~ . N in blows/0.3m . 0
Q. wQ. Q. N
W >- -,w :> ~ 20 40 60 80 .~
e '" we z z Q.
O~ m Ground Surface
-0 "ASPHALT (100mm) uw Borehole located on
1~ / ~ Baseline Rd: Station
2~ ". GRANULAR FILL 1+3oo,0Ilset 1.8m N ofCL
3~ ".Granular A
1 ..................................................:
4 - Granular B (with Cobbles) J lW ~,
5 (!' EARTH FILL 1 AS n. ~
6 Grey Silty Sand with Clay, brick
_ 2 fragments, plastic and cable debris,
7~ damp, compact
8"
9"
10" -3
11 ~ ~ .. Bouiders' preserii.............................. -r.rs-
12~ l-
I- '. GLACIAL TILL 3bb
13~ H~ Grey I dark grey Smy Sand with tr.ce c
14~ f- .' Gravel, damp to moisl, compact
f- . 2 AS n.
15-; f-
16~ f-5 '.00
17~ Borehole terminated
18"
19"
20" f-6
21"
22"
23~ -7
24-;
25'
26; -8
27-
28
29 -9
30 Open borehole remained
31" dry throughout the drilling
32~ process
33~ f- 1(
f-
Elevation (m): Existing grade
GeologisUTechnologist: Garnet Brenchley, P.Eng.
Completion Depth (m): 4.9
Drilling Company: Strong Soil Search
Date of Boring: August 18, 2006
Drilling/Sampling Equipment: Solid stem augers I Split spoon sample
Plate No.: A-6
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Project No: 06-G-155
Gee-Logic Inc.
34 7 Pido Road, Unit 29
Pelerborough, Ontario
K9J 6X7
Log of Borehole: BH-7
Project: Baseline Rd & Green Rd Reconstruction
Location: Bowmanville
SUBSURFACE PROFILE SAMPLE Moisture Content ..
- OMoisture Content %_ 10
z_ 10 20 30 40 0
...J OE a: UJ c; REMARKS
~z ..
J: 0 DESCRIPTION UJ ::l Standard Penelration Index E
.... III ~.... III ...J
Q. :;; :;; UJ ~ ~ N in blows/0.3m ~ 0
UJQ. Q. N
UJ >- ...JUJ ::l ~ 20 40 60 80 "
0 en UJo z z ii:
It m Ground Surface
0, t-O ASPHAL T (100mm) 0.00 '..< Borehole located on
1- 1 AS no , Baselire Rd: Station
2~ ". GRANULAR FILL -vo:r- 1 +400, offset 1.8m N of CL
3~ -1 t"t" \c;~a.~~I.ar.~. ..... "n.... .......... ....... .... \
4~ Granular B (with Cobbles) ..u,
5- GLACIAL TILL
Grey Silty Sand with Gravel and
6, -2 Cobbles. damp. compact to dense 1\
7,
8~
9" p~ {. .9
1~~ t-3 :V 2 AS no
t- .. Ci,,'yey' si,t' and' Sand : moisi: compact ... 'u>
11~ I-
12~ l-
I-
13~ t-4
14~ .u
15c Borehole terminated
16~ -5
17~
18-'
19~
20i -6
21
22c
23~ -7
24c
25~
26~ t-
t-8
27 I-
28
29 1-9
30 Open borehole remained
31" dry throughout the drilling
32c process
33.., I-H
Elevation (m): Existing grade
GeologisUTechnologist: Garnet Brenchley, P.Eng.
Completion Depth (m): 4.3
Drilling Company: Strong Soil Search
Date of Boring: August 18. 2006
Drilling/Sampling Equipment: Solid stem augers / Split spoon sample
Plate No.: A-7
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Project No: 06-G-155
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J 6X7
Log of Borehole: BH-8
Project: Baseline Rd & Green Rd Reconstruction
Location: Bowmanville
GEO-LOGIC 0<<:.
SUBSURFACE PROFILE SAMPLE Moisture Content
~
- eMoislure Conlent %. ..
z_ 10 20 30 40 0
OE 0;
-' ~i' '" w <; REMARKS
r 0 DESCRIPTION w :::> Standard Penetration Index
.... III ~.... III -' E
a. :::;; ::; w ~ . N in blowslO.3m . 0
wOo a. N
w >- -,w :::> ?: 20 40 60 80 ..
e en we z z ii:
ft m Ground Surface
O~ -0 Borehole located on
ASPHAL T (90mm) u.uu Basetine Rd: Stalion
1~ .3
2 '. GRANULAR FILL ; u>u 1 AS na . 1 +500, offsel 1.8m N olCL
3 ".,Granular A . '\
-1 ......-........____.....h.._.....h...._....h___~
4' Granular B (with Cobbles) 1.1'
5 EARTH FILL
6' Dark grey Silty Sand, damp, loose to 1\
-2 ~ compact / 163 h.
7- GLACIAL TILL
2 AS na ..
8- Grey Clayey Silt and Sand with trace
9; Gravel, damp 10 moist, compact
10' -3
11~ .&'
12~ .1;2
13~ -4 .~
14~ 4U
15~ Borehole terminated
16~ -5
p~
18'
19'
.20' 1-6
I-
21+
22;1-
l-
23' 1-7
24i~
25 I-
26~ I-
1--8
27i >-
, >-
28~ >-
29~ >-
1--9
30~ I- Open borehole remained
31~ >- dry throughout the drilling
>- process
32~ l-
33~ I-H
l-
Elevation (m): Existing grade
GeologisUTechnologist: Garnet Brenchley, P.Eng.
Completion Depth (m): 4,3
Drilling Company: Strong Soil Search
Date of Boring: August 18, 2006
DrillinglSampling Equipment: Solid stem augers I Split spoon samp'e
Plate No.: A-8
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Project No: 06-G-155
Project: Baseline Rd & Green Rd Reconstruction
Location: Bowmanville
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborou9h, Ontario
K9J 6X7
Log of Borehole: BH-9
SUBSURFACE PROFILE SAMPLE Moisture Content ~
- ~oisture Content %. ;;
z_ 10 20 30 40 0
o E G
-' t=I' a: w i REMARKS
J: 0 DESCRIPTION w ::> Standard Penetration Index E
>- en ~>- al ....
::; w ~ . N in blowslO.3m 0
a. ::; wa. a. . N
W >- ....w ::> >- 20 40 60 80 .
0 '" wo z >- z 0:
Oft m Ground Surface
'-O~ Borehole located on Green
GRANULAR FILL 000 Rd: Slalion 9+900, ollset
Ie
'\ Granular A and B / 0.0 d' 2.0m E of CL
2c GLACIAL TILL
3c 1 AS na
f-l Light brown Silty Sand with Gravel
4~ - . '. .~~~. ~o~~.I~s.'. ~e.nse:_~a~p.............. _..' r-nz-
5~ Sandy Sill, Boulders and Cobbles
6~ -2 M/: present
7~
8~
9~
10~ -3 ~
11, V
12, .11'
13 -4 .li- 5.5
14, p; 2 AS na
15 ....-......__......__.h__h.____.... .n......__....
Dense to very dense .,.
16c 5
17..,
18..,~
~
19+
20i f-6 ..--.......--.....--.-.-- u.___....__._......_........ m0-
l- Grey
21~ ~
22~ ~
~
23.., 1-7
24~
25 5.6
3 AS na .
26~ -8
27~
28~
29' 1-9
30' Open borehole remained
31~ J! dry throughout the drilling
32~ process
33-; - 1 'ow
Borehole terminated
Elevation (m): Existing grade
GeologlsllTechnologist: Garnet Brenchley, P.Eng.
Completion Depth (m): 10.0
Drilling Company: Strong Soil Search
Date of Boring: Augusl18 and 29, 2006
Drilling/Sampling Equipment: Solid stem augers / Split spoon sample
Plate No.: A-9
Project No: 06-G-155
Project: Baseline Rd & Green Rd Reconstruction
Location: Bowmanville
Geo-logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J 6X7
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Log of Borehole: BH-10
SUBSURFACE PROFILE SAMPLE Moisture Content ..
- -Moisture Content %. 1i
0
z_ 10 20 30 40 ~
...J OE '" w REMARKS
;::- ;;
:I: 0 DESCRIPTION <(:I: w :J Standard Penetration Index E
I- <C >1- CD W -' 0
ll. :::;: wll. ::; ll. ::: . N in blows/0.3m . N
W >- -'w :J ~ 20 40 60 80 "
0 '" wO z z a:
O~ m Ground Surface
1-0 Borehde located on Green
1~ t- ~ GRANULAR FILL .~ Rd: Station 9+800. offset
2~ l- t Granular A and B -=- 1.5m EolCl
l- V' STONES and COBBLES
31 l-
e- 1 . \~O 0.46m depth. Possible fill. Stones
4"r and Cobbles (approx. 15 to 25mm
5"r . '.. diameter) f
r
6" r GLACIAL TILL
7" e-2 .. Brown Sin and Sand with trace 1 AS 0.0
r . _ <;>r~.ve.':. d.a~p. t~. ~~ist: .C<.JI11I'~ct....... _.. no
8"
9~ Grey Silty Sand with Gravel and ,-
10" -3 .. Cobbles, damp, dense to very dense
11~
12~
13" -4 8.
14; 2 AS no
15c
16; -5
Borehole terminated . 00
17,
18~
19~
20~ -6
r
21,J I-
22 l-
I-
23- 1-7
24-1-
25 r
26 "
e-8
27~
28,
29" r-9
30" Open borehole remained
31 " dry throughout the drilling
32 process
33~ - 10
,
Elevation (m): Existing grade
GeologisUTechnologist: Garnet Brenchley, P.Eng.
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Completion Depth (m): 4.9
Drilling Company: Strong Soil Search
Date of Boring: August 18,2006
Drilling/Sampling Equipment: Solid stem augers I Split spoon sample
Plate No.: A-10
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Page 1 of 1
TOPSOIL PROBEHOLE LOGS
GEOTECHNICAL INVESTIGATION REPORT
BASELINE & GREEN ROAD RECONSTRUCTION, BOWMANVILLE, ONTARIO
GEO-LOGIC INC. PROJECT NO. 06-G-155
Probehole
Road
Location
Station (1) Offset (2)
Topsoil
Depth (m)
Underlying
Soil
Additional
Notes
PH-1 0+800 11.0m S 0.46 Sand with Silt Possible fill (embankment)
PH-2 0+900 10.0m S 0.41 Silty Sand
PH-3 0+900 12.0mN 0.41 to 0.56 Silty Sand Varvil1lLtoDsoil depth around PH
PH-4 1+000 8.5mS 0.20 Silty Sand
PH-S 1+000 10.0m N 0.22 Silty Sand
PH-6 1+100 10.0mS 0.43 Silty Sand Water poolino in ODen PH
PH-7 1+100 11.0m N 0.15 Silty Sand
PH-8 Baseline 1+200 8.0mS 0.15 Silty Sand
PH-9 Road 1+200 12.5m N 0.30 Silty Sand
PH-10 1+300 12.0m S 0.33 Silty Sand
PH-11 a 1+300 13.0mN 0.00 Silty Sand
PH-11 b 1+300 10.0m N 0.36 Silty Sand
PH-12 1+400 9.0mS 0.43 Silt and Sand
PH-13 1+400 9.0mN 0.13 Silty Sand Landsca_ped Slope N of embankment
PH-14 1+500 11.5m S 0.28 Silt and Sand
PH-15 1+500 10.0m N 0.20 Silty Sand Landscaped sloDe N of embankment
PH-16 Green 9+900 6.0mW 0.27 Silty Sand
PH-17 Road 9+800 6.0mE 0.25 Silt and Sand
(1) Stations corresponding 10 Totten Sims Hubicki Associates stations
(2) Offset from centreline (eL) of road
Probeholes advanced on August 6, 2006
Plate A-11
Ref. No: 4110-2-J
] _ _ _ "':OR=LE LOCATION PLAN .
"'-"fTl I \' TI -.-=--=- ~\~1l"1::~!~;:I;'I"-":-:';':-:-:-:-::;1
. - 0..../..... . ':'1 I'll I .' . 0
1,. . i -..... '. ~:~ ~",~ ~ -.... '\ ;;; c,::'iJ,';!;11 V' / 'v"
'/, : ~ ",- ~ '.0' 2'-, \.' 0 ;;;/ \ g ::, p,1 ~I.,,;! 1 .
'j I '. -.., I ,..., 1-. '" 1,.1"1" ..", , .
' : ,;:: ~ I I' 'co'TIr'iJ'" r'J'u. l"(f~ "Ii '(1' .
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Enclosure: I
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Refrrencc No : 4110-2-3
Borehole No: 1
Client: Municill:lIil)' ofClarin~tun do T.S.II.
Project: IJark
Loution : CreeD J{ml(JfUa~clinc
Datum Elevation: Geodetic
SUBSURFACE PROFILE
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Description
! Ground Surface
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CLAYEY SILT TILL
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Enclosure No : 2
Mtthod : AugC'r
Diameter: 110mm
Date: Marth 18. 2002
Waler-;'
Plastic Limit
liquid Limit
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Reference No : 411 0-2-J Borehole No: 2 EndosuTt' No: J
Client: .\Iunidp<llity ufOnrinj!llJll clo T.S.II.
Project: Puk Method: Auger
Location: Green Rfmd/lb:seline Diameter: 110mm
Datum Elevation: Geodetic Date: l\1al't:h 1892002
SUBSURFACE PROFILE SAMPLE ,
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e I I Standard PeaetratioD i Plastic Limit
= e I Description i- ~ . Liquid Limit .'2
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V.A. WOOD ASSOCIA TES LIMITED
OiskNo:
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Reference No: ~IIO-2-J Borehole No : 5
Client: Municiplllity orClllrin~ton c/o T.S.l1.
Project: r..rk
Location: Grecn l{muJ/Bueline
Datum Elevation: Geoddic
Enclosure No : 6
Method: Augu
Diameter: 110mm
Date: March 18.2002
SUBSURFACE PROFILE SAMPLE
c it i Watu%
, Standard Pendration Plastic Limit
.~ I- . . !2
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Reference No : -I11O-2.J Borehole No : 6 Enclo,ure No : 1
Client: .\lunicil'"lily ur<:I:..rinJ:(nn c/oT.S.II.
Project: P;uk Mdhod : Auger
Location: Green IhmdlHasclinc Diameter: 110mm
Datum Elevation: Geodetic Date: Marcb 18, 2002
SUBSURFACE PROFILE SAMPLE
I I I~ I Water Y.
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= i - ~ u Studard Penetration Plastic Limit ~
.2 = I "0 u ~ Liquid Limit ~
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Reference No: 411O.2-J Borehole No: 7 Enclosure No : 8
Client: Municiltlllily orClarin~ton c/QT.S.II.
Project: I)ark Method: Auger
Location: Green J(uadJ8:nclinc Diameter: llOmm
Datum Elevation: Geodetic Date: March 18.2002
SUBSURFACE PROFILE SAMPLE
I , I Water %
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Sheet: 1 of I
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Re(tr~nc(' No : 4110.2-3
Borehole No : 8
Client: MunicilJalily OrCl;'lrinl!loll c/oT.S.H.
Projecl : Puk
Location: Crt-en nlJlld/Ba~dine
Oatum Elevation: Geodetic
SUBSURFACE PROFILE
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CtA YEY SILT
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Enclosure No : 9
Mdhod : Auger
Diameter: lJOmm
Date: March 18.2002
WaterY.
Plastic Limit
Liquid Limit
10 20 30 40 50
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Standard Penetration
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Rcftrtnce No: 4110.1-3
Borehole No : 10
Enclosun No : 11
Client: Municip;.Ility orCl..rin~tllll t:11I T.S.!I.
Project: Park Method: Auger
Location: Crecn l{ulIdlBasrlinc Diameter: lJOmm
Datum Elevation: Geodetic Date: Marth 18.2002
SUBSURFACE PROFILE I SAMPLE
, I I , i Wafer %
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V.A. WOOD ASSOCIATES LIMITED
Disk No :
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2006-53
OPS GENERAL CONDITIONS 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
Table of Contents
SECTION GC 1.0 -INTERPRETATION
GC 1.01 Captions.................................................................................... .... ...... ...... ............... 1
GC 1.02 Abbreviations ........................................................................................................... 1
GC 1.03 Gender and Singular References............................................................................ 1
GC 1.04 Definitions................................................................................................................1
GC 1.05 Substantial Perfonnance.........................................................................................5
GC 1.06 COmpletion...............................................................................................................6
GC 1.07 Final Acceptance ..................................................................................................... 6
GC 1.08 Interpretation of Certain Words ............................................................................... 6
SECTION GC 2.0 - CONTRACT DOCUMENTS
GC 2.01 Reliance on Contract Documents............................................................................ 7
GC 2.02 Order of Precedence ...............................................................................................7
SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT
GC 3.01 Contract Administrator's Authority ........................................................................... 8
GC 3.02 Wor1ting Drawings ...................................................................................................9
GC 3.03 Right of \he Contract Administrator to Modify Methods and Equipmenl................. 9
GC 3.04 Emergency Situations............................................................................................ 10
GC 3.05 Layout.................................................................................................................... 10
GC 3.06 Wor1ting Area......................................................................................................... 10
GC 3.07 ExJension of Contract lime ................................,.................................................. 10
GC 3.08 Delays....................................................................................................................11
GC 3.09 Assignment of Contract.........................................................................................11
GC 3.10 Subcontracting by the Contractor.......................................................................... 11
GC 3.11 Changes ................................................................................................................ 12
GC 3.11.01 Changes in the WorK............................................................................................. 12
GC 3.11.02 Extra WorK............................................................................................................. 12
OPS Genooal CoIldllloolS d Connct- ~r 11199
T_oI~-1
GC3.11.03
GC3.12
GC 3.13
GC3.14
GC 3.14.01
GC 3.14.02
GC 3.14.03
GC..3.14.04
GC 3.14.05
GC 3.14.06
GC 3.14.07
GC 3.15
GC 3.15.01
GC 3.15.02
GC 3.15.03
GC 3.15.04
GC 3.15.05
GC 3.16
Additional Work ..................................................................................................... 12
Notices................................................................................................................... 12
Use and Occupancy of the Work Prior to Substantial Perfonnance ..................... 13
Claims. Negotiations. Mediation..........................................,................................. 13
Continuance of the Work....................................................................................... 13
Record Keeping ..................................................................................................... 13
Claims Procedure .................................................................................................. 13
Negotiations.................................................................. .............................. ..... ...... 14
Mediation .............. ...................................................................................... ........... 14
Paymenl.................................. ..... .............................................. ........................... 14
Rights of Both Parties............................................................................................15
Engineering Albitration ........................................................... ................................ 15
Conditions for Engineering Albitration................................................................... 15
Arbitration Procedure....... ..... .................................................... ........ .... ................. 15
Appointment of Albitrator....................................................................................... 15
Costs...................................................................................................................... 16
The Decision........... ......... ................... ....................................... .............. ........ ...... 16
GC 4.01
SECTION GC 4.0 - OWNER'S RESPONSIBIUTlES AND RIGHTS
Archaeological Finds ............................................................................................. 16
GC 4.02
GC 4.03
GC 4.04
GC 4.05
GC 4.06
GC 4.07
GC 4.08
GC 4.09
Working Area ......................................................................................................... 17
Approvals and Pennits .......................................................................................... 17
Management and Disposition of Materials ............................................................ 17
. , 8
Construction Affecting Railway Property ............................................................... 1
Default by the Contractor....................................................................................... 18
Notification of Default ............................................................................................ 18
Contractor's Right to Correct a Defaull................................................................. 18
Owner's Right to Correct Default........................................................................... 18
Tennination of Contractor's Right to Continue the Work....................................... 18
T_ 01 Conten1s - i
OPS Genof8I ConcIIIono of ConlrK\. Seplel._ t99ll
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GC 4.10
GC4.11
GC 4.12
GC4.13
Final Payment to Contractor.................................................................................. 19
Tennination of the COntracl...................................................................................19
Continuation of COntracto(s Obligations ............................................................... 19
Use of Perfonnance Bond ..................................................................................... 19
SECTION GC 5.0 - MATERIAl
GC 5.01
GC 5.02
GC 5.03
GC 5.04
GC 5.05
GC 5.05.01
GC 5.05.02
Supply of Material.................................................................................................. 20
Quality of Material.................................................................................................. 20
Rejected Material................................................................................................... 20
Subslitulions ............ .............................................................................. ........... ..... 20
Owner Suppned Material.......................................................................................21
Ordering of Excess Material...............................................................................m 21
Care of Material.....................................................................................................21
SECTION GC 6.0 - INSURANCE, PROTECTION AND DAMAGE
GC 6.01
GC 6.02
GC 6.03
GC 6.03.01
GC 6.03.02
GC 6.03.03
GC 6.03.04
GC 6.03.05
GC 6.03.05.01
GC 6.03.05.02
GC 6.03.05.03
GC 6.03.05.b4
GC 6.03.06
GC 6.03.07
GC 6.04
Protection of Wor!<, Persons and Property ............................................................23
Indemnification ....... ......... ........................ .................................................. ............ 23
Contraclws Insurance........................................................................................... 24
General................m............................................................................................... 24
General Liability Insurance....................................................................................24
Automobile Liability Insurance............. .................... .......... ....................... ...... ....... 24
Aircraft and Watercraft Liability Insurance............................................................. 25
Property and Boiler Insurance............................................................................... 25
Property Insurance ... ........ .................................. ...... ..... ..... ............ ........... ............ 25
Boiler Insurance... ....... .................... ........... ................. ................................. .......... 25
Use and Occupancy of the Worl< Prior to Completion........................................... 25
Payment for Loss or Oamage..............................:................................................. 26
Contraclol's Equipment Insurance ........................................................................ 26
Insurance Requirements and Ouration.................................................................. 26
Bonding.................................................................................................................. 27
SECTION GC 7.0 _ CONTRACTOR'S RESPONSIBIlITlES AND CONTROL OF THE WORK
GC 7.01
General .................................................................................................................. 28
Tobie 01 Contento - III
OPS oerw.I Condltlono 01 Connct - s.ptembor 1999
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
GC 7.11
GC 7.12
GC 7.13
GC 7.14
GC7.15
Layout ....................................... .... ............................................. ..... ............ ........... 29
Damage by Vehicles or other Equipment............................................................. 30
Excess loading of Motor Vehicles ........................................................................ 30
Condition of the Working Area............................................................................... 30
Maintaining Roadways and Detours...................................................................... 30
Access to Properties Adjoining the Work and Interruption of Utility Services .......31
Approvals and Pennits .......................................................................................... 31
Suspension of Work .............................................................................................. 32
Contractor's Right to Stop the Work or Tenninate the Contract............................ 32
Notices by the Contractor .................:.................................................................... 32
Obstructions............... ......................................... ....................... ..... ................. ...... 33
Limitations of Operations ................................................... ......... ...... .... ................. 33
Cleaning Up Before Acceptance ........................................................................... 33
Warranty .......... .............. ................ ............................................ ...................... ...... 33
GC 8.01
SECTION GC 8.0 - MEASUREMENT AND PAYMENT
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
Measurement......................................................................................................... 35
Quantities............................................................................................................... 35
Variations in Tender Quantities ............................................................................. 35
Paymenl..................................... ..................................................................... ...... 35
Price for Work......................................... ........... ................................... ................. 35
Advance Payments for Material......................................................!......................36
Certification and Payment ..................................................................................... 36
Progress Payment Certificate..... .............................................. ...... ........... ...... ...... 36
Certification of Subcontract Completion .............:..................................................37
Subcontract Statutory Holdback Release Certificate and Payment...................... 37
Certification of Substantial Performance............................................................... 37
Substantial Perfonnance Payment and Substantial Perfonnance 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
OwneI's Set.Qff ...................... ....... .................... ............... ............ ................. ........ 40
Tobie of Conlento .Iv
OPS Gene.. CondItlona of Contra<:I. September 1999
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GC 8.02.03.12
GC 8.02.04
GC 8.02.04.01
GC 8.02.04.02
GC 8.02.04.03
GC 8.02.04.04
GC 8.02.04.05
GC 8.02.04.06
GC 8.02.04.06.01
GC 8.02.04.06.02
GC 8.02.04.07
GC 8.02.04.08
GC 8.02.04.09
GC 8.02.05
GC 8.02.06
GC 8.02.07
GC 8.02.08
GC 8.02.09
Delay in Payment ..................................................................................................40
Payment on a Time and Material Basis................................................................. 40
Definitions .......... .... ....................... ........ ....... .............................. ............. ....... ........ 40
Daily Work Records...............................................................................................41
Payment for Work..... ......... ......... .... ......... .... ......... ..... ........ .......... .... ..... ......... ........ 41
Payment for Labour ...............................................................................................42
Payment for Material ............................................................................................. 42
Payment for Equipment.........................................................................................42
Working Tune ........................................................................................................ 42
Standby Time ........................................................................................................42
Payment for Hand Tools..............................h........................................................43
Payment for Work by Suboontractors.................................................................... 43
Submission of Invoices..........................................................................................43
Final Acceptance Certificate .................... ............. ............................ ............... ...... 43
Payment of Workers ..............................................................................................44
Records ..................................................................................................................44
Taxes and Duties................................................................................................... 44
. Liquidated Damages................................. ...................,......................................... 45
Tobie 01 COntents - v
OPS Gene.., Conditions of ContrKI- 5epIomber '999
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Ontario Provincial Standards
for
Roads and Public Works
September 1999
GC 1.01
GENERAL CONDITIONS OF CONTRACT
SECTION GC 1.0 ,INTERPRETATION
Captions
.01 The captions appearing in these General Conditions have been inserted as a matter of convenience .
and for ease of reference only and in no way define, timit or enlarge the scope or meaning of the
General Conditions or any provision hereof.
GC 1.02
Abbreviations
.01 The abbreviations on the left below are commonly found in the Conliact Documents and represent
the organizations and phrases listed on the right
"AASHTO"
"ANSI"
"ASTM"
"AWG"
"AWWA'
"CESA"
"CGSB"
"CSA"
.cwe"
"GC"
"MOE"
"MTC"
"MTO"
"MUTCO"
oOPS"
-"OPSO"
"OPSS"
"PEO"
"SAE"
"SSPC"
MUL"
"ULC"
GC 1.03
American Association of State Highway Transportation Officials
American National Standards Institute
American Society for Testing and Materials
American Wire Gauge
American Water Works Association
Canadian Engineering Standards Association
Canadian General Standards Board
Canadian Standards Association
Canadian Welding Bureau
General Conditions
Ministry of the Environment (Ontario)
Ministry ofTransportation (Ontario)
Ministry ofTransportation (Ontario)
Manual of Uniform Traffic Control Devices, published by MTO
Ontario Provincial Standard
Ontario Provincial Standard Drawing
Ontario Provincial Standard Specification
Professional Engineers Ontario
Society of Automotive Engineers
Structural Steel Painting Council
Underwriters Laboratories
Underwriters Laboratories Canada
Gender and Singular References
.01 References to the masculine or singular throughout the Contract Documents shall be considered to
include the feminine and the plural and vice versa as the context requires.
GC 1.04
Definitions
.01 For the purposes of this Conliact the following definitions apply:
Actual Measurement: means the field measurement of that quantity within the approved limits of the
Work.
pege 1
OPS GenotaI ~ afContncl. ~ 1m
Additional Work: means work not provided for in the Contract and not considered by the Contract
Administrator to be essential to the satisfactory completion of the Contract within its intended scope.
Base: means a layer of material of specified type and thickness placed immediately below the pavement,
driving surface, finished grade, curb and gutter, or sidewalk.
Certificate of Subcontract Completion: means the certificate issued by the Contract Administrator in
accordance with clause GC 8.02.03.02, Certification of Subcontract Completion.
Certificate of Substantial Performance: means the certificate issued by the Contract Administrator at
Substantial Performance.
Change Directive: means any written instruction signed by the Owner, or by the Contract Administrator
where~so authorized, directing that a Change in the Work or Extra Work be performed.
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Change in the Work: means the deletion, extension, increase, decrease or alteration of lines, grades,
dimensions, quantities, methods, drawings, substantial changes in geotechnical, subsurface, surface or
other conditions, changes in the character of the Work to be done or materials of the Work or part thereof,
.within:the intended scope of the Contract.
Change Order: means a written amendment to the Contract signed by the Contractor and the Owner, or
the Contract Administrator where so authorized, covering contingencies, a Change in the Work, Extra
Work, Additional Work and changed subsurface conditions, and estabrlShing the basis for payment and the
time allowed for the adjustment of the Contract Time.
Completion Certificate: means the certificate issued by the Contract Administrator at completion.
Constructor: means, for the purposes of, and within the meaning of the Occupational Health and Safety
Act; R.S.O. 1990, c.O.1, as amended and amendments thereto, the Contractor who executes the Contract.
Contract means the undertaking by the Owner and the Contractor to perform their respective duties,
responsibilities and obligations as prescnbed in the Contract Documents.
Contract Administrator: means the person, partnership or corporation designated by the Owner to be
the Owner's representative for the purposes of the Contract.
Contract Documents: mean the executed Agreement between the Owner and the Contractor, the
Tender, the General Conditions of Contract, the Supplemental General Conditions of Contract, Standard
Specifications, Special Provisions, Contract Drawings, addenda incorporated in a Contract Document
before the execution of the Agreement, such other documents as may be listed in the Agreement and
subsequent amendments to the Contract Documents made pursuant to the provisions of the Agreement
Contract Drawings: or Contract Plans: mean drawings or plans, any Geotechnical Report, any
Subsurface Report and other reports and information provided by the Owner for the Work, and without
limiting the generality thereof, may include soil profiles, foundation investigation reports, reinforcing steel
schedules. aggregate sources lists, Quantity Sheets, cross-sections and standard drawings.
Contract Time: means the time stipulated in the Contract Documents for Substantial Performance of the
Work, including any extension of Contract Trme made pursuant to the Contract Documents.
Contractor: means the person, partnership or corporation undertaking the Work as identified in the
Agreement
Controlling Operation: means any component of the Work, which, if delayed, will delay the completion of
the Work.
"-2
OPS Geno<II CanclIIona ~ Contract - Sep_ 1999
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Cost Plus: See "Time and Materiar.
Cut-Off Date: means the date up to which payment will be made for work performed.
Daily Work Records: mean daily Records detailing the number and categories of workers and hours
worked or on standby; types and quantities of Equipment and number of hours in use or on standby; and
description and quantities of Material utilized.
Day: means a calendar day.
Drawings: or Plans: mean any Contract Drawings or Contract Plans or any Working Drawings or
Working Plans, or any reproductions of drawings or plans pertaining to the Work.
Equipment means an machinery and equipment used for preparing. fabricating. conveying or erecting
the Work and normally referred to as construction machinery and equipment
Estimate: means' a calculaben of the quantity orcoslof the Work or1l3rt (If it.clepending on the context.
Extra Work: means work not provided for in the Contract as 'awarded but considered by the Contract
Administrator to be essential to the' satisfactory' completion of the' Contract within its intended scope.
including unanticipated work required to comply with legislation and regulations which affect the Work.
Final Acceptance Certificate: means the certificate issued by the Contract Administrator at Final
Acceptance of the Work.
Final Detailed Statement means a complete evaluation prepared by the Contract Administrator showing
the quantities. unit prices and final dollar amounts of all items of work completed under the Contract.
including variations in tender items and Extra Work. all as set out in the same general form as the monthly
estimates.
Force Account See "Tillie and Materiar.
Geotechnical Report: means a report or other information identifying soil, rock and ground water
. conditions'in the area of any proposed excavation or fill.
Grade: means the required elevation of that part of the work.
Hand Tools: means tools that are commonly called tools or implements of .the trade and include small
power tools.
Highway: means a common and public highway any part of which is intended for or used by the general
public for the passage of vehicles and includes the area between the lateral property lines thereof.
lump Sum Item: means a tender item indicating a portion of the Work for which payment will be made at
a single tendered price. Payment is' not based on a measured quantity; although a quantity may be given
in the Contract Documents.
Major Item: means any tender item that has a value, calculated on the basis of its actual or estimated
tender quantity, whichever is the larger, multiplied by its tender unit price. which is equal or greater than
the lesser of,
a) $100,000, or
b) 5% of the total tender value calculated on the basis of the total of all the estimated tender
quantities and the tender unit prices.
Material: means material, machinery, equipment and fixtures forming part of the Work.
OPS GeneIIII CandilIons at Conlrac:l- SepWnber 1999
P_3
Owner: means the party to the Contract for whom the Work is being performed. as identified in the
Agreemen~ and indudes, with the same meaning and impo~ "Authority".
Pavement: means a wearing course or courses placed on the Roadway and consisting of asphaltic
concrete, hydraulic cement concrete - Portland cement concrete, or plant or road mixed mulch.
Perfonnance Bond: means the type of security furnished to the Owner to guarantee completion of the
Work in accordance with the Contract and to the extent provided in the bond.
Plan Quantity: means that quantity as computed from within the boundary lines of the Work 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'c:lf Interest: means the rate determined by the Minister of Finance of Ontario and issued by, and
available from, the Owner.
.."..::-~..."
Records: mean any books, payrolls, accounts or other information which relate to the Work or any
Change in the Work or ctaims arising therefrom.
Roadway: means that part of the Highway designed or intended for use by vehicular traffic and indudes
the Shoulders.
Shoulder: means that portion of the Roadway between the edge of the wearing surface and the top
inside edge of the ditch or fill slope.
Special Provisions: mean special directions containing requirements peculiar to the Work.
Standard Specification: means a standard practice required and stipulated by the Owner. for
performance of the Work.
Subbase: means a layer of material of specified type and thickness between the Subgrade and the Base.
Subcontractor: means a person, partnership or corporation undertaking the execution of a part of the
Work by virtue of an agreement with the Contractor. .
"'''b.
Subgrade: means the earth or rock surface, whether in cut or fill, as prepared to support the Base,
Subbase and Pavement
.j.>;.
Subsulface Report: means a report or other information identifying the location of utilities, concealed and
adjacent structures and physical obstructions which fall within the influence of the Work.
Superintendent: means the Contractor's authorized representative in responsible charge of the Work.
Surety: means the person, partnership or corporation, other than the Contractor, licensed in Ontario to
transact business under the Insurance Act, R.S.O. 1990, c.l.8, as amended, executing a bond provided by
the Contractor.
Tender:' means an offer in writing from the Contractor, submitted in the format prescribed by the Owner,
to complete the Work.
Time and Material: means costs calculated according to dause GC 8.02.04, Payment on a Tll11e and
Material Basis. Where "Cost Plus" and "Foroe Account" are used they shall have the same meaning.
P8ge.
OPS General CondlIIono at Contract- Seplenlbel 1999
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UtIlity: means an aboveground or underground facility maintained by a municipality, public utility authority
or regulated authority and includes services such as sanitary sewer, storm sewer, water, elecbic, gas, oil,
steam, data transmission, telephone and cable television.
Warranty Period: means the period of 12 months from the date of Substantial Performance or such
longer period as may be specified for certain Materials or some or all of the Work. Where a date of
Substantial Performance is not established, the Wananty Period shall commence on the date of
Completion.
Work: means the total construction and related services required by the Contract Documents.
Working Area: means all the lands and easements owned or acquired by the Owner for the' construction
of the Work.
Working Day: means any Day,
a) except Saturdays, Sundays and statutory holidays;
'b) " except a'Day asdeterl'llined'bfthe Contract'Administrator;'oo'Which'tflecContractorisprevented by
, " inclement weather or conditions resulting immediately 1herefrom,'from-proceeding'Wilh'a' Controlling
'Operation. " For the purposes of this definition, this will be a Day during which the Contractor cannot
proceed with at least 60% of the normal labour and equipment force effectively engaged on the
Controlling Operation for at least 5 hours;
c) except a Day on which the Contractor is prevented from proceeding with a Controlling Operation, as
determined by the Contract Administrator by reason of,
i. any breach of the Contract by the Owner or if such prevention is due to the Owner, another
contractor hired by the Owner, or an employee of anyone of them, or by anyone else acting on
behalf of the Owner. '
ii. on-cfelivery of Owner-supplied materials,
iii. any cause beyond the reasonable control of the Contractor which can be substantiated by the
Contractor to the satisfaction of the Contract Administrator.
Working Drawings: or Working Plans: ' means any Drawings or Plans prepared by the Contractor for the
execution of the Work and may, without limiting the generality thereof, include falsework plans, Roadway
protection plans, shop drawings, shop plans or erection diagrams.
GC 1.05
SubstanUaIPertonnance
.01 The Work is substantially performed,
a) when the Work to be performed under the Contract or a substantial part:thereof is ready for use
or is being used for the purpose intended; and
b) when the Work to be performed under the Contract iscapable'ofcompletion or, where there is a
known defect, the cost of correction, is not more than
i. 3% of the first $500,000 of the Contract price,
Il 2% of the next $500,000 of the Contract price, and
iiL 1 % of the balance of the Contract price.
.02 For the purposes of this Contract, where the Work or a substantial part thereof is ready for use or is
being used for the purposes intended and the remainder of the Work cannot be completed
expeditiously for reasons beyond the control of the Contractor or, where the Owner and the
Contractor agree not to complete the Work expeditiously, the price of the services or materials
remaining to be supplied and required to complete the Work shall be deducted from the Contract
price in determining Substantial Performance,
OPS ~ Condlllone at ConlrIlcI. SeI*rnber 1m
"-5
GC 1.06
Completion
.01 The Work shall be deemed to be completed and services or Materials shall be deemed to be last
supplied to the WorK when the price of completion, correction of a known defect or last supply is not
more than the lesser of,
a) 1 % of the Contract price; or
b) $1.000.
GC 1.07
Final Acceptance
.01 Final Acceptance shall be deemed to occur when the Contract Administrator is satisfied that, to the
best of the Contract Administrator's knowledge at that time. the Contractor has rectified all imperfect
worK and has discharged all of the Contractor's obligations under the Contract.
GC 1.08
Interpretation of Certain Words
.01 ..J:he words .acceptable.. .approvar. .authorized". .considered necessary". .directed", .required..
.- :~~~satisfactory". or words of like import, shall mean approval of. directed. required, considered
. - necessary or authorized by and acceptable or satisfactory to the Contract Administrator unless the
context clearly indicates otherwise.
.. .~.-,
P8geS
OPS 0eneI8I ConcIlIono of ConlrKt. SepIel,lbeI 1 m
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SEcnON GC 2.0 - CONTRACT DOCUMENTS
GC 2.01
Reliance on Contract Documents
.01 The Owner warrants that the information fumished in the Contract Documents can be relied upon with
the following timitations or exceptions:
a) The location of all mainline underground utilities which will affect the Work will be shown to a
tolerance of:
i. 1 m horizontal and
ii. 0.3 m vertical
b) The Owner does not warrant interpretations of data ()( opinions expressed in any Subsurface
Report available for the perusal of the Contractor and excluded from the Contract Documents; and
c) Other information specifically excluded from this warranty.
GC 2.02
Order of Precedence
.01 In the event of any inconsistency or conflict in the contents of the following documents, such
documents shall take precedence and govem in lI1e following order.
a) Agreement
b) Addenda
c) Special Provisions
d) Contract Drawings
e) Standard Specifications
f) Tender
g) Supplemental General Conditions
h) General Conditions
i) Working Drawings
Later dates shall govem within each of the above categories of documents.
.02 In the event of any conflict among ()( inconsistency in the information shown on Drawings. the
following rules shall apply:
a) Dimensions shown in figures on a'Drawing shall govern where they differ from dimensions scaled
from the same drawing;
b) Drawings of larger scale shall govern over those of smaller scale;
c) Detailed Drawings shall govem over general Drawings; and
d) Drawings of a later date shall govem over those of an earlier date in the same series.
.03 In the event of any conflict in the contents of Standard Specifications the following order of
precedence shall govem:
a) Ontario Provincial Standard Specifications; then
b) Other Standard Spedficalions. such as those produced by CSA. CGSB. ASTM and ANSI, and
referenced in the Ontario Provincial Standard Specifications.
.04 The Contract Documents are complementary. and what is required by anyone shall be as binding as
if required by all. .'
OPS General ConcI_ cI Connc:t. s.,.c....t>- 1999
"-7
SECTION GC 3.0 . ADMINISTRATION OF THE CONTRACT
GC 3.01
Contract Administrator's Authority
.01 The Contract Administrator will be the Owner's representative during conStruction and until the
issuance of the Completion Certificate or the issuance of the Final Acceptance Cettilicate whichever
is later. NI instructions to the Contractor including instructions from the Owner will be issued by the
Contract Administrator. The Contract Administrator will have the authority to act on behalf of the
Owner only to the extent provided in the Contract Documents.
.02 NI claims, disputes and other matters in question relating to the performance and the quality of the
Work or the interpretation of the Contract Documents shall be referred to the Contract Administrator.
.03 The Contract Administrator will inspect the Work for its conformity with the plans and specifications,
a,l!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
'll~ump sum price contract.
.04 ,The Contract Administrator will determine the amounts owing to the Contractor under the Contract
and will issue certificates for payment in such amounts as provided for in Section GC 8.0,
Measurement and Paymenl
.05 The Contract Administrator will with reasonable promptness review and take appropriate action upon
the Contractor's submissions such as shop drawings, product data, and samples in accordance with
the Contract Documents.
.06 The Contract Administrator will investigate all allegations of a change in the character of the Work
made by the Contractor and issue appropriate instructions.
.07 The Contract Administrator will prepare Change Directives and Change Orders.
.08 Upon written appficalion by the Contractor, the Contract Administrator and the Contractor will jointly
conduct an inspection of the Work to establish the date of Substantial Performance of the Work
. and/or the date of Completion of the Work.
.09 The Contract Administrator will be, in the first instance, the interpreter of the Contract Documents and
the judge of the performance thereunder by both parties to the Contract. Interpretations and
decisions of the Contract Administrator shall be consistent with the intent of the Contract Documents
and in making these decisions the Contract Administrator will not show partiality to either party.
.~ ~
.10 The Contract Administrator will have the authority to reject part of the Work or Material which does
not conform to the Contract Documents.
.11 Detective work, whether the result of poor workmanship, use of defective material, or damage
through carelessness or other act or omission of the Contractor and'whether incorporated in the Work
or not, which has been rejected by the Contract Administrator as failing to conform to the Contract
Documents shall be removed promptly from the Work by the Contractor and replaced or ~ecuted
promptly in accordance with the Contract Documents at no additional cost to the Owner.
.12 Any part of the Work destroyed or damaged by such removals, replacements or rEHlxecutions shall
be made good, promptly, at no additional cost to the Owner.
.13 If, in the opinion of the Contract Administrator, it is not expedient to conect defective work or work not
performed in accordance with the Contract Documents, the Owner may deduct from monies
otheIwise due to the Contractor the difference in value between the work as performed and that
called for by the Contract Admin~tor.
Page 8
OPS aen..1 CoI___ d Contnocl- Seple.,bellll99
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.14 Notwithstanding any inspections made by the Contract Administrator or the issuance of any
certificates or the making of any payment by the Owner, the failure of the Contract Administrator to
reject any defective work or Material shall not constitute acceptance of defective work or Material.
.15 The Contract Administrator will have the authority to temporarily suspend the Work for such
reasonable time as may be necessary to facilitate the checking of any portion. of the Contractor's
construction layout or the inspection of any portion of the Work. There shall not be any extra
compensation for the suspension of work.
GC 3.02
Working Drawings
.01 The Contractor shall arrange for the preparation of dearly identified and dated Working Drawings as
called for by the Contract Documents.
.02 The Contractor shaD submit Working Drawings to the Contract Administrator with reasonable
promptness and in orderly sequence so as tooot cauSe delay in the Work. ..If either the Contractor or
the Contract Administrator so requests they shall jointly prepare a . schedule fixing the dates for
submission and retum of Working Drawings. Working Drawings shall. be submitted in printed fonn.
At the time of submission the Contractor shall notify the Contract Administrator in writing of any
deviations from the Contract requirements that exist in the Working Drawings.
.03 The Contract Administrator will review and return Working Drawings in accordance with an agreed
upon schedule, or otherwise, with reasonable promptness so as not to cause delay.
.04 The Contract Administrator's review will be to check for conformitY to the. design 'concept and for
general arrangement only and such review shall not relieve the Contractor of responsibilitY for errors
or omissions in the Working Drawings or of responsibilitY for meeting all requirements of the Contract
Documents unless a deviation on the Working Drawings has been approved in writing by the Contract
Administrator.
.05 The Contractor shall make any changes in Working Drawings which the Contract Administrator may
require consistent with the Contract Documents and resubmit unless otherwise directed by the
Contract Administrator. When resubmitting, the Contractor shaUnotify the Contract Administrator in.
writing of any revisions other than those requested by the Contract Administrator.
.06 Work related to the Working Drawings shall not proceed until the Working Drawings have been
signed and dated by the Contract Administrator and marked with the words "Reviewed. Pennission
to construct granted."
.07 The Contractor shall keep one set of the reviewed Working Drawings, marked as above, at the site at
all times.
GC 3.03
Right of the Contract Administrator to Modify Methods and equipment
.01 The Contractor shall, when requested in writing, make alterations 'in the method, Equipment or work
force at any time the Contract Administrator considers the Contractor's actions to be unsafe, or
damaging to either the Work or existing facilities or the environment
.02 The Contractor shall, when requested in writing, alter the sequence of its operations on the Contract
so as to avoid interference with work being perfonned by others.
.03 Notwithstanding the foregoing, the Contractor shall ensure that all necessary safety precautions and
protection are maintained throughout the Work.
OPS Genem Cond_ 01 Conlrac:I. s..,Aeo,Ib." IIl99
"-9
GC 3.D4
Emergency Situations
.01 The Contract Administrator has the right to detennine the existence of an emergency situation, and
when such an emergency situation is deemed to exist, the Contract Administrator may instruct the
Contractor to take action to remedy the situation. If the Contractor does not take timely action, or if
the Contractor is not available, the Contract Administrator may direct others to remedy the situation.
.02 If the emergency situation was the fault of the Contractor, the remedial work shall be done at the
Contractor's expense. If the emergency situation was not the fault of the Contractor, the Owner will
pay for the remedial work.
GC 3.05
Layout
.01' The Contract Administrator will provide baseline and benchmark intorniationfor 'the general location,
..atignment and elevation of the Work. The Owner will be responsible only for the correctness of the
. . ii!jfonnation provided by the Contract Administrator. '
.~.
GC 3.06
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
atall times.
.02 The Contractor shall confine his construction operations to the Working Area. Should the Contractor
require more space than that shown on the Contract Drawings, the Contractor 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 3.07
Extenston of Contract Time
.01 An application for an extension of Contract Time shall be made in writing by the Contractor to the
Contract Administrator as soon as the need for such extension becomes evident and at least 15 Days
prior to the expiration of the Contract TlITle. The application for an extension of Contract Time shall
enumerate the reasons, and state the length of extension required.
.02 .Circumstances suitable for consideration of an extension of Contract Time,include the following:
a) Delays; See subsection GC 3.08. '
b) Changes in the Work; See clause GC 3.11.01.
c). Extra Work; See clause GC 3.11.02.
d) Additional Work: See 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
Controlling Operation.
.04 The Contract Time shall be extended for such additional time as may be recommended by the
Contract Administrator and deemed fair and reasonable by the Owner.
.05 The tenns and conditions of the Contract shall continue for such extension of Contract Time.
P8ge 10
OPS GenoroI Cond_ of ConlrIcl- September 11199
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GC 3.08
Delay1l
.01 If the Contractor is delayed in the performance of the Work by,
a) war, blockades, and civil commotions, errors in the Contract Documents; an act or omission of the
Owner or Contract Administrator, or anyone employed or engaged by them directly or indirectly,
contrary to the provisions of the Contract Documents;
b) a stop work order issued by a court or public authority, provided that such order was not issued as
the result of an act or omission of the Contractor or anyone employed or engaged by the
Contractor directly or indirectly;
. c) the' COntract Administrator giving notice under subsectionGC 7.09; Suspension of Work;
d) abnormal inclement weather; or
e) . archaeological finds in accordance with subsection GC 3.16, Archaeological Finds,
then the Contractor shall be reimbursed by the Owner for reasonable costs incurred by. the Contractor
as the result of such delay, provided that in the case of an application for an extension of Contract
Tillie due to abnormal inclement weather; 1he"Contractor'shall, with.the'Contracto(s.application,
submit evidence from Environment Canada in' support of suchapplication....ExtensionofCOntract
Tune will be granted in accordance with subsection GC 3.07, Extension of,Contract Tme.
.02 If 1he Work is delayed by labour disputes, strikes or Iock-outs - including Iock-outs decreed or
recommended to its members by a recognized contracto~s association, of which.1he Contractor is a
. member or to which the Contractor is otherwise bound - which are beyond the Contracto~s control,
then the Contract Tune shan 'be extended in' accordance with'subsection GC' 3.07; Extension of
Contract Time. In no case shaD the extension of Contract Time be less than the time lost as the
result of the event causing 1he delay, unless a shorter extension' is agreed to by the Contractor; . The
Contractor shall not be entitled to payment for costs incurred as the result of such delays unless such .
delays are the result of actions by the Owner.
GC 3.09
Assignment of Contract
.01 The Contractor shall not assign the Contract, either in whole or in part, wi1hout the written consent of
the Owner.
GC 3.10
Subcontracting by the Contractor
.01 The Contractor may subcontract any part of the Work, subject to these General Conditions and any
limitations specified in the Contract Documents.
.02 The Contractor shall notify the Contract Administrator, in writing;'ofthe'intention to subcontract. Such
nolification shall identify the part of the Work, and the Subcontractor with whom it is intended.
.03 The Contract Administrator will, within 10 Days' of receipt of such notification; accept or reject the
intended Subcontractor. The rejection will be 'in writing'and will include the reasons for the rejection.
.04 The Contractor shall not, without the written consent of the Owner, change a Subcontractor who has
been engaged in accordance with subsection GC 3.10 Subcontractihg by the Contractor.
.05' The Contractor shall preServe and protect the rights of the parties under the Contract with respect to
that part of the Work to be performed under subcontract and shall,
a) enter into agreements with the intended Subcontractors to require them to perform their work in
accordance with the Contract Documents; and
b) be as fully responsible to the Owner for acts and omissions of the Contracto~s Subcontractors and
of persons directly or indirectly employed by them as for acts and omissions of persons directly
ernployedbythe~.
OPS Genenll Concl_ of Connc:t. s.,AoI,lbellll99
P8ge 11
.06 The Owner's consent to subcontracting by the Contractor shall not be construed to relieve the
Contractor from any obligation under the Contract and shall not impose any liability upon the Owner.
Nothing contained in the Contract Documents shall create a contractual relationship between a
Subcontractor and the Owner.
GC 3.11
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 invalidating 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 Contractor shall proceed with the Change in the Work.
.02 .TI1e Contractor may apply for an extension of Contract Time according to the terms of subsection GC
3:07, Extension of Contract Tune.
.03 If,the Changes in the Work relate 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 soIeiy relate to quantities, payment 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~.11.02
Extra Work
.01 The Owner, or Contract Administrator where so authorized, may instruct the Contractor to perform
Extra Work without invalidating the Contract. The Contractor shaD not be required to proceed with the
Extra Work until in receipt of a Change Directive. Upon receipt of such Change Directive the
Contractor shall proceed with the Extra Work.
.02 The Contractor may apply for an extension of Contract Time according to the terms of subsection GC
3.07, Extension of Contract TlIl1e.
.03 Payment for the Extra 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 3.1.:1.03
Additional Work
.01 The Owner, or Contract Administrator where so authorized, may request the Contractor to perform
Additional Work without invalidating the Contract. If the Contractor agrees to perform Additional
Work, the Contractor shall proceed with such Additional Work upon receipt of a Change Order.
.02 The Contractor may apply for an extension of Contract Time according to the terms of subsection GC
3.07, Extension of Contract Time.
.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 permitted or required to be given to the Contract Administrator or the Superintendent in
respect of the Work shall be deemed to have been given to and received by the addressee on the
date of delivery if delivered by hand or by facsimile transmission and on the fifth Day after the date of
mailing if sent by mail.
P8ge 12
OPS -.r Co,,"lIlo... at Controcl- September 1 D99
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.02 The Contractor and the Owner shall provide each other with the mailing addresses, telephone
numbers and facsimile terminal numbers for the Contract Administrator and the Superintendent at the
commencement of the Work.
.03 In the event of an emergency situation or other urgent matter the Contract Administrator or the
Superintendent may give a verbal notice, provided that such notice is confirmed in writing within 2
Days.
'.04 Any notice permitted or' required to be given to the Owner or the Contractor shall be given in
accordance with the notice provision of the Contract.
GC 3.13
Use and Occupancy of the Work Prior to Substantial Performance
.01 Where it is not contemplated elsewhere in'the Contract Documents,' the Owner may use or occupy
the Work or any part thereof prior to Substantial Performance; provided.that atteast 30 Days' written
notice has been given to the Contractor.
.02 The use or occupancy of the Work or any part thereof by the Owner priortoSUbstantial Performance
shall not constitute an acceptance of the Work or parts so occupied. In 'addition, the use or
occupancy of the Work shall not relieve the Contractor or the Contractor's SUrety from any liability
, that has arisen, or may arise; from the performance of the Work in accordance' with the Contract
Documents. The Owner will be responsible for any damage that occurs because of the Owne(s use
or occupancy. Such use or occupancy of any part of the Work by the Owner does not waive the
Qwne(s light to charge the Contractor liquidated damages in accordance with the'terms of the
Contract.
GC 3.14
GC 3,14.01
Claims, Negotiations, Mediation
Continuance of the Work
.01 Unless the Contract has been terminated or completed, the Contractor shall in every case, after
serving or receiving any notification of a claim or dispute; verbal or written, continue to proceed with
the Work with due diligence and expedition. It is understood by-the parties that such ,action will not
jeopardize any claim it may have. .
GC 3.14.02
Record Keeping
.01 Immediately upon commencing work which may result in a claim, the Contractor shall keep Daily
Work Records during the course of the Work. sufficient to substantiate the Contracto(s claim, and the
Contract Administrator will keep Daily Woi1(Recordsto. be used ir1'8ssessing'1he Contracto(s claim,
all in accordance with clause GC 8.02.07, Records.
.02 The Contractor and the Contract Administrator shall reconcile their respective Daily Work Records on
a daily basis. to simplify review of the claim. when submitted.
.03 The keeping of Daily Work Records by the Contract Administrator or the reconciling of such Daily
Work Records with those of the Contractor shall not be construed to be acceptance of the claim.
GC 3.14.03
Claims Procedure
.01 The Contractor shall give verbal notice of any situation which may lead to a claim for additional
payment immediately upon becoming aware of the situation.
.02 The Contractor shall provide written notice in the standard form "Notice of Intent to Claim" within 7
Days of the commencement of any part of the Work which may be affected by the situation.
poge 13
OPS GenelW Cond_ of CGntr8cI. s..,Ao.,ibel IIlV11
.03 The Contractor shall submit detailed daims as soon as reasonably possible and in any event no later
than 30 Days after completion of the work affected by the situation. The detailed claim shall:
a) identify the item or items in respect of which the daim arises;
b) state the grounds, contractual or otherwise, upon which the daim is made; and
c) indude the Records maintained by the Contractor supporting such claim.
In exceptional cases the 30 Days may be increased to a maximum of 90 Days with approval in writing
from the Contract Administrator.
.04 Within 30 Days of the receipt of the Contracto~s detailed claim, the Contract Administrator may
request the Contractor to submit any further and other particulars as the Contract Administrator
considers necessary to assess the daim. The Contractor shall submit the requested information
within 30 Days of receipt of such request
.05 Within 90 Days of receipt of the detailed claim, the Contract Administrator shall advise the Contractor,
in writing, of the Contract Administrato~s opinion with regard to the validity of the daim.
i$i.,.
GC3.14.04 Negotiations
'-'...:#u:-
.01 "The parties shall make all reasonable efforts to resolve their dispute by amicable negotiations and
agree to provide, without prejudice, open and timely disclosure of relevant facts, information, and
documents to facilitate these negotiations.
.02 Should the Contractor disagree with the opinion given in paragraph GC 3.14.03.05, with respect to
. any part of the daim, the Contract Administrator shall enter into negotiations with the Contractor to
resolve the matters in dispute. Where a negotiated settlement cannot be reached and it is agreed
that payment cannot be made on a Time and Material basis in accordance with clause GC 8.02.04,
Payment on a Time and Material Basis, the parties shall proceed in accordance with clause GC
3.14.05, Mediation, or subsection GC 3.15, Engineering Arbitration.
GC 3.14.05
Mediation
.01 If a daim is not resolved satisfactorily through the negotiation stage noted in dause GC 3.14.04,
Negotiations, within a period of 30 Days following the opinion given in paragraph GC 3.14.03.05, and
, the Contractor wishes to pursue the issue further, the parties may, upon mutual agreement, utilize the
services of an independent third party mediator.
.02 The mediator shall be mutually agreed upon by the Owner and Contractor.
.03 The mediator shall be knowledgeable regarding the area of the disputed issue. The mediator shall
,.-IJleet with the parties together and separately, as necessary, to review all aspects of the issue. In a
. final attempt to assist the parties in resolving the issue themselves prior to proceeding to arbitration
the mediator shall provide, without prejudice, a non-binding recommendation for settlement
.04 The review by the mediator shall be completed within 90 Days following the opinion given in
paragraph GC 3.14.03.05.
.05 Each party is responsible for its own costs related to the use of the third party mediator process. The
cost of the third party mediator shall be equally shared by the Owner and Contractor.
GC 3.14.06
Payment
.01 Payment of the claim will be made no later than 30 Days after the date of resolution of the daim or
dispute. Such payment will be made according to the terms of Section GC 8.0, Measurement and
Payment
P"l!814
OPS Gener.I eo._.. d Conlr8ct. Seplembet 1899
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GC 3.14.07
Rights of Both Parties
.01 It is agreed that no action taken under this subsection GC 3.14, Claims. Negotiations, Mediation, by
either party shall be construed as a renunciation or waiver of any of the rights or recourse available to
the parties, provided that the requirements set out in this subsection are fulfilled.
GC 3.15
GC 3.15.01
Engineering Arbitration
Conditions for Engineering Arbitration
.01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.14.04,
Negotiations, or the mediation stage noted in clause GC 3.14.05. Mediation. either party may invoke
the provisions 'of subsection GC 3.15. Engineering Arbitration, by giving written notice to the other
party.
.02 Notification that arbitration shall be implemented to resolve the issue shall be communicated in writing
as soon as possible and no Ialerthan"60"Days-tcllowing-the'-opinion'given in paragraph GC
3.14.03;05. Where the use of a third party mediator was implemented: notification shall be within 120
Days of the opinion given in paragraph GC 3.14.03.05.
.03 The parties shall be bound by the decision of the arbitrator.
.04 The rules and procedures of the Arbitration Act, 1991, S.O. 1991, c.17, as amended. shall apply to
.any . arbitration conducted hereunder except to the extent that they are modified by the express
provisions of this subsection GC 3.15. Engineering Arbitration.
GC 3.15.02
Arbitration Procedure
.01 The following provisions are to be included in the agreement to arbitrate and are subject only to such
right of appeal 'as exist where the arbitrator has exceeded 'his or her jurisdiction or have otherwise
disqualified him or herself:
a) All existing actions in respect of the matters under arbitration will'bestayed pending arbitration;
b) All outstanding claims and matters to be settled are to be set ou1 in a schedule to the agreement
Only such claims and matters as are in the schedule will be arbitrated; and
c) Before proceeding with the arbitration, the Contractor shall confirm that all matters in dispu1e are
set ou1 in the schedule.
GC 3.15.03
Appointment of Arbitrator
.01 The arbitrator shall be mu1ua11y agreed upon by the Owner and Conlractor:lt1adjudicate the dispu1e.
.02 Where the Owner and Contractor cannot agree on a sole arbitrator within 30 Days of the notification
of arbitration noted in paragraph GC 3.15.01.02. the Owner and the Contractor shall each choose an
appointee within 37 Days of the notice of arbitration.
.03 The appointees shall mutually agree upon an arbitrator to adjudicate the dispu1e within 15 Days after
the last appointee was chosen or they shall refer the matter to the Arbitration and Mediation institute
of Ontario Inc. which will select an arbitrator to adjudicate the dispu1e within 7 Days of being
requested to do SQ.
.04 The arbitrator shall not be interested financially in the Contract nor in either party's business and shall
not be employed by either party.
.05 The arbitrator may appointlndependenl experts and any other persons to assist him or her.
OPS _, Condltionl at Connct. s..,......., , ll99
"-15
.06 The arbitrator is not bound by the rules of evidence which govem the trial of cases in court but may
hear and consider any evidence which the arbitrator considers relevant
.07 The hearing will commence within 90 Days of the appointment of the arbitrator.
GC 3.15.04
Costs
.01 The arbitrator's fee shall be equally shared by the Owner and the Contractor.
.02' The fees of any independent experts and any other persons appointed to assist the arbitrator shall be
shared equally by the Owner and the Contractor.
.03 The arbitration hearing shall be held in a place mutually agreed upon by, both parties or in the event
the parties do not agree, a site shall be chosen by the arbitrator. The cost of obtaining appropriate
facilities shall be shared equally by the Owner and the Contractor.
~..' . ,'.;".,"-"
.04 ' The arbitrator may, in his or her discretion, award reasonable costs, related to the arbitration.
GC 3.15.05
The Decision
.01 The reasoned decision will be made in writing within 90 Days of the conclusion of the hearing. An
extension of time to make a decision may be granted with consent of both parties. Payment shall be
made in accordance' with clause GC 3.14.06, Payment
GC 3.16
Archaeological Finds
.01 If the Contractor's operations expose any items which may indicate an archaeological find, such as
building remains, hardware, a=nnulations of bones, pottery, or arrowheads, the Contractor shall
immediately notify the Contract Administrator and suspend operations within the area identified by the
Contract Administrator. Notification may be verbal provided that such notice is confirmed in writing
within 2 Days. Work shall remain suspended within that area until otherwise directed by the Contract
Administrator in writing, in accordance with subsection GC 7.09, Suspension of Work.
.02 Any delay in the completion of the Contract that is caused by such a suspension of Work will be
considered to be beyond the Contractor's control in accordance with paragraph GC 3.08.01.
. .03 Any work directed or authorized in connection with an archaeological find will be considered as Extra
.' ~ork in accordance with clause GC 3.11.02, Extra Work.
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OPS Ge'*II Condlliono '" ContrKI. September 1899
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SECTION GC 4.0 - OWNER'S RESPONSIBILITIES AND RIGHTS
GC 4.01
Working Area
.01 The Owner will acquire all property rights which are deemed necessary by the Owner for the
construction of the Work, including temporary working easements, and will indicate the full extent of
the Working Area on the Contract Drawings.
.02 The Geotechnical Report and.Subsurface Report which will be provided by the Owner as part of the
tender documents shall form part of the Contract Drawings.
GC 4.02
Approvals and Pennlts
.01 The Owner will pay for all plumbing and building permits.
.02 The Owner will obtain and pay for all permits. licenses and ,certificates~solelYJequired for Project
approval. ' .
GC 4.03
. Management and Disposition of Materials
.01 'The Owner will identify in the Contract Documents the materials to be moved within or removed from.
the Working Area, and any characteristics' of those materials which will necessitate special materials
management and disposition.
" ".02 In accordancewithTe!iulations under the Occupational Health and'Safety Act; RS.O.1990, c.O.1, as
amended, the Owner advises that
a) the designated substances silica. lead and arsenic are generally present throughout the Working
Area occurring naturally or as a result of vehicle emissions;
b) the designated substance asbestos is present in asbestos conduits for utilities;
c)' the 'following' hazardous' materials are ordinanly present in construction; activities:' limestone.
gypsum. marble. mica and Portland cement; and
d) exposure'to 1hese substances may' occur as 'a result of activities by the Contractor such as
sweeping. grinding, crushing. drilling, blasting; cutting and abrasive blasting.
.03 The Owner will identify in 1he Contract' Documents any designated substances or hazardous
materials other than those identified above and their location in the Working Area.
.04 If the Owner or Contractor discovers or is advised of ,the. presence of .designated substances or
hazardous materials which are in addition to those listed in paragraph GC.4.03.02, or not clearly
identified in the Contract Documents according"to,paragraph,GC'4;03:03;.:then:verbal notice will be
provided to the other party immediately with written confirmation within 2 Days. The Contractor will
stop work in the area 'immediately and will determine the necessary steps required to complete the
work in accordance with applicable legislation and regulation.
.05 The Owner will be responsible for any reasonable additional cOsts of removing. managing and
disposing of any material' not identified in the Contract Documents. or where conditions exist that
could not have been reasonably foreseen at the time of tendering. All work under this paragraph
shall be deemed to be Extra Work.
.06 Prior to commencement of the Work. the Owner will provide to the Contractor a list of those products
controlled under the Workplace Hazardous Materials Information System or WHMIS. which the
Owner will supply or use on the Contract. together with copies of the Materials Safety Data Sheets for
these products. All containers used In the application of products controlled under WHMIS shall be
labelled. The Owner will notify the Collb actor in writing of changes to the list and provide relevant
Material Safety Data Sheets.
OPS Gener8I Condltlono ~ Connc:t. S6,Ab0..... 1-
Page 17
GC 4.04
Construction Affecting Railway Property
.01 The Owner will pay the costs of all flagging and other traffic control measures required and provided
by the railway company unless such costs are solely a function of the Contracto(s chosen method of
completing the Work.
GC 4.05
Default by the Contractor
.01 The Contractor shall be in default of the Contract if,
a) the Contractor fails to commence the Work or execute the Work property or otherwise fails to
comply with the requirements of the Contract to 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.
G~,:~~ Notification of Default
.01' Jhe Owner will give written notice of a default to the Contractor as soon as the Owner becomes
aware of the alleged default but failure to give such notice in a timely way shall not constitute
condonation of the default The notice will include instructions to correct the default within 5 Working
Days.
GC 4.07
Contractor's Right to CoITeCt a Default
.01 The Contractor shall have the right within the 5 full Working Days following the receipt of a notice of
default to correct the default and provide the Owner with satisfactory proof that appropriate conrective
measures have been taken.
.02 If the correction of the default cannot be completed within the 5 full Working Days following receipt of
the notice, the Contractor shall not be in default if the Contractor,
a) commences the correction of the default within the 5 full Working Days following receipt of the
notice;
b) provides the Owner with an acceptable schedule for the progress of such correction; and
c) completes the ccxrection in accordance with such schedule.
GC 4.08
Owner's Right to CoITeCt Default
.01 If the Contractor fails to correct the default within the time specified in subsection GC 4.07,
,j~ontractor's Right to Correct a Default, or subsequenUy agreed upon, the Owner, without prejudice to
, lI,!ly other right or remedy the Owner may have, may correct such default and deduct the cost thereof,
as certified by the Contract Administrator. from any payment then or thereafter due to the Contractor.
GC 4.G9
Termination of Contractor's Right to Continue the Work
.01 Where the Contractor fails to correct a default within the time specified in subsection GC 4.07,
Contractor's Right to Correct a Default, or sUbsequenUy agreed upon, the Owner, without prejudice to
any other right or remedy the Owner may have, may terminate the Contractor's right to continue the
Work in whole or in part by giving written notice to the Contractor.
.02 If the Owner terminates the Contractor's right to continue with the Work in whole or in part, the Owner
will be entitled to,
a) take possession of the Working Area or that portion of the Working Area devoted to that part of the
Work terminated;
b) utilize the Equipment of the Contractor and any Material within the Working Area which is intended
to be incorporated into the Work, the whole subject to the right of third parties;
c) withhold further payments to the Contractor with respect to the Work or the portion of the Work
withdrawn from the Contractor until the Work or portion thereof withdrawn is completed;
P8ge18
OPS ~ Condltlonl at ConlrKl. Septmlber 1_
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d) charge the Contractor the additional cost over the Contract price of completing the Work or portion
thereof withdrawn from the Contractor, as certified by the Contract Administrator and any
additional compensation paid to the Contract Administrator for such additional service arising from
the correction of the default;
e) charge the Contractor a reasonable allowance, as determined by the Contract Administrator, to
cover correction to the Work performed by the Contractor that may be required under subsection
GC 7.15, Warranty;
f) charge the Contractor for any damages the Owner may have sustained as a result of the default;
and
g) charge the Contractor the amount by which the cost of corrections to the Work under subsection
GC 7.15, Warranty, exceeds the allowance provided for such corrections.
GC 4.10
Final Payment to Contractor
.01 If the Owne~s cost to correct and complete the WorI< in.whole or in part.is less than the amount
withheld from the Contractor under subsection -GC4.09,' Termination-of..Contracto~s Right to
Continue the Wor\(,' the Owner will pay the-balance to the' Contractor as soon:as the final accounting
for the Contract is complete.
GC 4.11
Tennination of the Contract
.01 Where the Contractor is in default of the Contract the Owner may. without prejudice to any other right
or remedy the Owner may have, terminate the Contract by gMng written notice of termination to the
. Contractor, the Surety and - any trustee' or receiver acting on behalf of' the Contra~s estate or
creditors.
.02 If the Owner elects to terminate the Contract the Owner will provide the Contractor and the trustee or
receiver with a complete accounting to the date of termination.
GC4.12
Continuation of Contractor's Obligations
.01 The Contracto~s obligation under the Contract as to quality; correction and warranty of the WOIk
performed prior to the time of termination of the Contract or termination of the Contracto~s right to
continue with the WorI< in whole or in part shall continue to be in force after such termination.
GC4.13
Use of Performance Bond
.01 If the Contractor is in default of the Contract and the Contractor has' provided a Performance Bond,
the provisions of this Section shall be exercised' in accordance with the conditions of the Performance
Bond.
OPS 0.....1 CondIllano at ContrecI- s..,Al..,0b6r 1m
"-18
SECTION GC 5.0 - MATERIAl
GC 5.01
Supply of Material
.01 All Material necessary for the proper completion of the Work, except that listed as being supplied by
the Owner, shall be supplied by the Contractor. The Contract price for the appropriate tender items
shall be deemed to include full compensation for the supply of such Material.
GC 5.02
Quality of Material
.01 AU Material supplied by the Contractor shall be new or unless otherwise specified in the Contract
Documents.
.02 Material supplied by the Contractor shall conform to the requirements of the Contract.
.03 As specified or as requested by the Contract Administrator, the Contractor shall make available for
-;~pecIion or testing a sample of any Material to be supplied by the Contractor. ...
. ---
.04 .,The Contractor shall obtain for the Contract Administrator the right to enter upon the premises of the
Material manufacturer or supplier to carry out such inspection, sampling and testing as specified or a
. requested by the Contract Administrator.
.05 The Contractor shall notify the Contract Administrator of the sources of supply sufficiently in advance
.. of the Material shipping dates to enable the Contract Administrator to perform the required inspection,
. sampling and testing.
.06 The Owner will not be responsible for any delays to the Contractor's operations where the Contractor
fails to give sufficient advance notice to the Contract Administrator to enable the Contract
Administrator to carry out the required inspection, sampling and testing before the scheduled shipping
date.
.07 The Contractor shall not change the source of supply of any Material without the written authoriZation
of the Contract Administrator.
.08 Material which is not specified shall be of a quality best suited to the purpose required and the use of
such Material shall be subject to the approval of the Contract Administrator.
GC 5.03
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Rejected Material
.01 R~ected Material shall be removed from the Working Area expeditiously after the notification to that
e(fect from the Contract Administrator. Where the Contractor fails to comply with such notice the
Contract Administrator may cause the rejected Material to be removed from the Working Area and
disposed of in what the Contract Administrator considers to be the most appropriate manner and the
Contractor shall pay the costs of disposal and the appropriate ovemead charges.
GC 5.04
Substitutions
.01 Where the specifications require the Contractor to supply a Material designated by a trade or other
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.02 Rulings on a proposed substitution will not be made prior to the acceptance of the Tender.
Substitutions shall not be made without the prior approval of the Contract Administrator. The
approval or rejection of a. proposed substitution will be made at the discretion of the Contract
Administrator.
.03 . If the proposed substitution is approved by the Contract Administrator, the Contractor shall be enli1led
to the first $1000 of the aggregate saving in cost by reason of such substitution and to 50% of any
additional saving in cost in excess of such $1000. Each such approval shall be conveyed to the
. . Contractor in writing or by issuance of a Certificate of Equality on the Owner's standard form of
. "Certification of Equality"' and if any adjustment to the Contract price, is made by reason of such
substitution a Change Order shall be issued as well.
GC 5.05
Owner Supplied Material
Ordering of Excess Material
GC 5.05.01
.01 Where Material is supplied by the Owner and where this Materialis'orderecLby the Contractor in
excess of the amount specified to complete the Work;.:such:excess.Material shall become the
property of the Contractor on completion of the Wor\< and shall be charged to the Contractor at cost
plus applicable overheads.
GC 5.05.02
Care of Material
. .01 .The Contractor shall, in advance of receipt of shipments of Material supplied by the Owner, provide
. adequate and proper storage facilities acceptable to the Contract Administrator, and on the receipt of
such Material shall promptly place it in storage except where it is to be incorporated forthwith into the
Work.
.02 The Contractor shall be responsible for acceptance of Material supplied by the Owner, at the
specified delivery point and for its safe handling and storage. If such Material is damaged while
. under. the control of the Contractor it shall be replaoed or repaired by the Contractor at no expense to
the Owner, and to the satisfaction of the Contract Administrator. If such Material is rejected by the
Contract Administrator for reasons which are not the fault of the. Contractor it shall remain in the care
and at the risk of the Contractor until its disposition has been determined by the Contract
Administrator.
.03 Where Material supplied by the Owner arrives at the delivery point in a damaged condition or where
there are discrepancies between the quantities received 'and1he . quantities shown on the bills of
lading, the Contractor shall immediately. report such damage or discrepancies to the Contract
Administrator who shall arrange for an immediate inspection ..of' the~~shipment and provide the
Contractor with a written release from responsibility for such damage onleficiencies. 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 thereafter shall be made good by the Contractor at no extra cost to
the Owner.
.04 The full amount of Material supplied by the Owner in each shipment shall be accounted for by the
Contractor and such Material shall be at the risk of the Contractor after taking delivery. Such Material
shall not, except with the written permission of the Contract Administrator, be used by the Contractor
for purposes other than the performance of the Work under the Contract.
.05 Empty reels, crates, containers and other type of packaging from Material supplied by the Owner
shall become the property of the Contractor when they are no longer required for their original
purpose and shall be disposed of by the Contractor un~ otherwise specified in the Contract
Documents.
OPS Gene.-! Cond_ at CorItdcI- ~,"'r 1m
Peg<! 21
.06 The Contractor shall provide the Contract Administrator, immediately upon receipt of each shipment,
copies of bills of lading, or such other documentation the Contract Administrator may require to
substantiate and reconcile the quantities of Material received.
.07 Where Material supplied by the Owner is ordered and stockpiled prior to the award of the Contract,
the Contractor shall, at no extra cost to the Owner, immediately upon commencement of operations,
check the Material, report any damage or deficiencies to the Contract Administrator and take charge
of the Material at the stockpile site. Where damage or deficiencies are not so recorded by the
Contractor tt shall be assumed that the stockpile was in good order when the Contractor took charge
of tt and any damage or deficiencies reported thereafter shall be made good by the Contractor at no
extra cost to the Owner.
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Page 22
OPS _I Cond_ at ConlrKI- September 1999
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SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE
GC 6.01
Protection of Work, Persons and Property
.01 The Contractor. the Contractor's agents and all workers employed by or under the control of the
Contractor, including Subcontractors, shall protect the Work, persons and property from damage or
injury, and shall be responsible for all losses and damage which may arise as the result of the
Contractor's operations under the Contract unless indicated to the contrary below.
.02' The Contractor is responsible for the full cost of any necessary temporary provisions and the
restoration of all damage where the Contractor damages the Work or property in the performance of
the Contract. If the Contractor is not responsible for the damage that occurs to the Work or property
the Contractor shall restore such damage, and such work shall be administered according to these
General Conditions.
.03 The Contractor shall immediately inform the' Contract Administrator of all-damage and injuries which
occur during the term of the Contract.
.04 The Contractor shall not be responsible for loss and damage that occurs as a result of,
a) war;
b) blockades and civil commotions;
c) errors in the Contract Documents; or
d) acts or omissions of the Owner, the Contract Administrator, their agents and employ~, or others
not under the control of the Contractor, but within the Working Area with the Owner's permission.
.05 The Contractor and his Surety or Sureties shall not be released from any term or provision of any
responsibility, obligation or raability under the Contract or waive or impair any of the rights of the
Owner except by a release duly executed by the Owner.
GC 6.02
Indemnification
.01 The Contractor shall indemnify and hold harmless the Owner and the Contract Administrator, their
agents, officers' and employees from and against all claims, demands, losses, expenses, costs,
damages, actions, suits or proceedings by third parties, hereinafter called "claims", directly or
indirectly arising or aUeged to arise out of the performance of or the failure to perform the Work.
provided such claims are,
a) attributable to bodily injury, sickness, disease, or death or to damage to or destruction of tangible
property;
b) caused by negligent acts or omissions of the. Contractor or anyone.tor.whose acts the Contractor
may be liable; and
c) made in writing within a period of 6 years from the date of SubstantialPerformance of the Work as
set out in the Certificate of Substantial Performance of the Work or, where so specified in the
Contract from the date of certification of Final Acceptance.
.02 The Contractor shall indemnify and hold harmless the Owner from an and every claim for damages,
royallies or fees for the infringement of any patented invention or copyright occasioned by the
Contractor in connection with the Work performed or Material furnished by the Contractor under the
Contract.
.03 The Owner expressly waives the right to indemnity tor claims other than those stated above in
paragraphs GC 6.02.01 and GC 6.02.02.
.04 The Owner shall indemnify and hold harmless the Contractor, his agents, officers and employees
from and against aU claims, demands, losses, expenses, Costs, damages, actions, suits, or
proceedings arising out of the Contractor's performance of the Contract which are attributable to a
lack of or defect in tiUe or an alleged lack of or defect in title to the Working Area.
OPS GenenlI Condlllonl 01 ConIrKl- Septembet 11199
Pege 23
.05 The Contractor expressly waives the right to indemnity for claims other than those stated above in
paragraph GC 6.02.04.
GC 6.03
Contractor's Insurance
GC 6.03.01
General
.01 Without restricting the generality of subsection GC 6.02, Indemnification. the Contractor shall provide.
maintain and pay for the insurance coverages listed under clauses GC 6.03.02 and GC 6.03.03.
Insurance coverage in clauses GC 6.03.04, GC 6.03.05 and GC 6.03.06 will only apply when so
specified in the Contract Documents.
GC 6.03.02
General Uability Insurance
.01 General liability insurance shall be in the name of the Contractor, with the Owner and the Contract
. Mministrator named as additional insureds, with limits of not less than 5 million dollars inclusive per
,qqcunence for bodily injury, death, and damage to property including loss o(use thereof, with a
'P!!lperty damage deductible of not more than $5000. The form of this inSurance shall be the
l!1surance Bureau of Canada Form IBC 2100, dated 8-87.
.02 ,. Another form of insurance equal to or better than that required in IBC Form 2100 may be used,
provided all the requirements listed in the Contract are included. Approval of this insurance will be
conditional upon the Contractor obtaining the services of an insurer licensed to underwrite insurance
in the Province of Ontario and obtaining the insurer's certificate of equivalency to the required
insurance.
.03 The insurance shall be maintained continuously from the commencement of the WOIk until 12 months
following the date of Substantial Performance of the Work, as set out in the Certificate of Substantial
Performance of the Work, or until the Final Acceptance Certificate 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 Final Acceptance of the WOIk as set out in the Final Acceptance Certificate, and thereafter to be
maintained for a further period of 4 years.
.04. The Contractor shall submit annually 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
S/lould the Contractor decide not to employ Subcontractors for operations requiring the use of
eXPlosives for blasting, or pile driving or caisson work. or removal or weakening of support of property
I:\UIlding or land, IBC Form 2100 as required shall include the appropriate endorsements.
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The policies shall be endorsed to provide the Owner with not less than 30 Days' written notice in
advance of cancellation, change or amendment restricting coverage.
.06
.07 "Claims Made" insurance policies will !lOt be permitted.
GC 6.03.03
Automobile Uabllity Insurance
.01 Automobile liability insurance in respect of licensed vehicles shall have limits of not less than 5 million
dollars inclusive per occunence for bodily injury, death and damage to property, in the following forms
endorsed to provide the Owner with not less than 30 Days' written notice in advance of any
cancellation, change or amendment restricting coverage:
a) standard nolHlWlled automobile policy including standard contractual liability endorsement, and
b) standard owner's form automobile policy providing third party liability and accident benefits
Insurance and covering licensed vehicles owned or operaled by the Contractor.
~24
OPS GenolaI ~d Connct. Septembet 1999
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GC 6.03.04
Aircraft and Watercraft Liability Insurance
.01 Airaaft: and watercraft liability insurance with respect to owned or nolHlWl1ed aircraft and watercraft if
used directly or indirectly in the perfonnance of the Work, including use of additional premises, shall
be subject to limits of not less than 5 million dollars inclusive per occurrence for bodily injury, death.
and damage to property including loss of use thereof, and limits of not less than 5 million dollars for
aircraft passenger hazard. . Such insurance shall be in a form acceptable to the Owner. The policies
shall be endorsed to provide the Owner with not less than 30 Days' written notice in advance of
cancellation, change or amendment restricting coverage.
GC 6.03.05
GC 6.03.05.01
Property and Boiler Insurance
Property Insurance
. . .01.' All risks property insurance shall be in the name of the Contraclor+ with .the..Owner.and the Contract
Administrator named. as additional insureds, insuring' not . less . than .the:sum .of the .amount of the
Contract price and the. full value, as may.be stated-in .the.5upplemeotal.GeneraLConditions, of
. Material that is specified to be provided .by: the 'Owner:for~.Incorporation.jntothe WOIX, with a
deductible not exceeding 1 % of the amount insured at the site of the Work. This insurance shall be in
., a form acceptable to the Owner and shall be maintained continuously until .10 Days after the date of
Final Acceptance of the Work. as set out in the FmaJ Acceptance Certificate.
GC 6.03.05.02
Boller Insurance
. . '.01 "Boiler insurance insuring the interests of the Contractor, the Owner and the Contract Administrator for
not less than the replacement value of boilers and pressure vessels forming part of the Work, shall be
in a form acceptable to the Owner. This insurance . shall be maintained continuously from
commencement of use or operation of the property insured until 10 Days after the date of Final
Acceptance of the Work, as set out in the Final Acceptance Certificate.
GC 6.03.05.03 .
.. Use and Occupancy of the Work Prior to Completion
.01 Should the Owner wish to use or occupy part or all of the Work prior to Substantial Performance, the
Owner will give 30 Days' written notice to the'Contractor of the intended purpose and extent of such
use or occupancy. Prior to such use or occupancy the Contractor shall notify the Owner in writing of
the additional premium cost, if any, to maintain property and boiler insurance. which shall be at the
Owner's expense. If because of such use or occupancy the Contractor is unable to provide
coverage. the Owner upon written notice from.the.Contractor'and.prior-.to:such.use or. occupancy
shall provide, maintain and pay for property and boiler insurance insuring the. full value of the Work,
including coverage for such use or occupancy, and shall. provide the 'Contractor.with proof of such
insurance. The Contractor shall refund to the Owner the unearned. premiums applicable to the
Contractor's policies upon termination of coverage.
.02 The policies shall provide that, in the event of a loss or damage, payment shall be made to the Owner
and the Contractor as their respective interests may appear. The Contractor shall act on behalf of
both the Owner and the Contractor for the purpose of adjusting the amount of such loss or damage
payment with the insurers. When the extent of the loss or damage is determined the Contractor shall
proceed to restore the Work. Loss or damage shall not affect the rights and obligations of either party
under the Contract except that the Contractor shall be entitied to such reasonable extension of
Contract Time relative. to the extent of the loss or damage as the Contract Administrator may decide
in consultation with the Contractor.
OPS _I Conditions ot ConncI. Seplol.ot>e, 1m
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GC 6.03.05.04
Payment for loss or Damage
.01 The Contractor shall be enlilled to receive from the Owner, in addition to the amount due under the
Contract, the amount at which the Owner's interest in restoration of the Work has been appraised,
such amount to be paid as the restoration of the Work proceeds and in accordance with the
requirements of Section GC 8.0, Measurement and Payment In addition the Contractor shall be
entitled to receive from the payments made by the insurers the amount of the Contractor's interest in
the restoration of the Work.
.02 The Contractor shall be responsible for deductible amounts under the policies except where such
amounts may be excluded from the Contractor's responsibility by the terms of this Contract
.03 In the event of a loss or damage to the Work arising from the action or omission of the Owner or
others, the Owner shall pay the Contractor the cost of restoring the Work as the restoration of the
Work proceeds and in accordance with the requirements of Section GC 8.0, Measurement and
Payment
GC 6.03.06
Contractor's Equipment Insurance
.01 All risks Contractor's equipment insurance covering construction machinery and equipment used by
the Contractor for the performance of the Work, including boiler insurance on temporary boilers and
pressure vessels, shalf be in a form acceptable to the Owner and shall not allow subrogation claims
by the insurer against the Owner. The policies shall be endorsed to provide the Owner with not less
than 30 Days' written notice in advance of cancellation, change or amendment restricting coverage
Subject to satisfactory proof of financial capability by the Contractor for self-insurance of the
Contractor's Equipment, the Owner agrees to waive the equipment insurance requirement and for
the purpose of this Contract, the Contractor shall be deemed to be insured. This policy shall be
amended to provide permission for the Contractor to grant prior releases with respect to damage to
the Contractor's Equipment
GC 6.03.07
Insurance Requirements and Duration
.01 Unless specified othetWise the duration of each insurance policy shalf be from the date of
commencement of the Work until 10 Days after the date of Final Acceptance of the Work, as set out
in the Final Acceptance Certificate.
.02 The Contractor shall provide the Owner, on a form acceptable to the Owner, proof of insurance prior
to commencement of the Work, and signed by an officer of the Contractor and either the underwriter
or the broker.
.03 The Contractor shall, on request prompUy provide the Owner with a certified true copy of each
insurance policy exclusive of information pertaining to premium or premium bases used by the insurer
to determine the cost of the insurance. The certified true copy shalf include a signature by an officer
of the Contractor and in addition, a signature by an officer of the insurer or the underwriter or the
broker.
.04 Where a policy is renewed the Contractor shall provide the Owner, on a form acceptable to the
Owner, renewed proof of insurance immediately following completion of renewal.
.05 Unless specified otherwise the Contractor shaD 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,
Contractor's Insurance, or elsewhere in the Contract Documents, then the Owner will have the right to
provide and maintain such insurance and give evidence thereof to the Contractor. The Owner's cost
thereof shalf be payable by the Contractor to the Owner on demand.
P1Ige 26
OPS Genom Cond_ olCornct - September 1999
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.07 If the Contractor fails to pay the cost of the insurance placed by the Owner within 30 Days of the date
on which the Owner made a formal demand for reimbursement of such costs the Owner may deduct
the costs thereof from monies which are due or may become due to the Contractor.
GC 6.04
Bonding
.01 The Contractor shall provide the Owner with the surety bonds in the amount required by the tender
documents.
,02 Such bonds shall be issued by a duly licensed surety company authorized to transact a business of
suretyship in the Province of Ontario and shall be maintained in good standing until the fulfilment of
the Contract.
OPS General Condlllono 01 Connct. September 1999
poge 27
SECTION GC 7.0 - CONTRACTOR'S RESPONSIBIUTlES AND CONTROL OF THE WORK
GC 7.01
General
.01 The Conbactor warrants that the site of the Work has been visited during the preparation of the
Tender and the character of the Work and all local conditions which may affect the performance of
the Work are known.
.02 The Conbactor shall not commence the Work nor deliver anything to the Working Area until the
. Conbactor has received a written order to commence the Work, signed by the Conbact Adminishator.
.03 The Conbactor shall have complete control of the Work and shall effectively direct and supervise the
Work so as to ensure conformity with the Conbact Documents. The Conbactor shall be responsible
for construction means, methods, techniques, sequences and procedures and for coordinating the
various parts of the Work.
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.04 The Conbactor shall have the sole responsibility for the design, erection, operation, maintenance and
..r~oval of temporary structures and other temporary facilities and the design and execution of
.,~truction methods required in their use.
.05 . Notwithstanding paragraph GC 7.01.04, where the Conbact Documents include designs for
temporary structures and other temporary facilities or specify a method of construction in whole or
part, such facilities and methods shan be considered to be part of the design of the Work, and the
Conbactor shall not. be held responsible for that part of the design or the specified method of
construction. The Conbactor shall, however, be responsible for the execution of such design or
specified method of construction in the same manner that the Conbactor is responsible for the
execution of the Work.
.06 The Conbactor shall execute the terms of the Conbact in strict compliance with the requirements of
the Occupational Health and Safety Act, R.S.O. 1990, c.O.1 (the "Act") and Ontario Regulation
213/91 (which regulates Construction Projects) and any other regulations under the Act (the
"Regulations") which may affect the performance of the Work, as the "constructor" or "employer", as
defined by the /v:j, as the case may be. The Conbactor 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 "constructor"
and "employer" as defined by the Act and the provisions of the Regulations applicable to the Work,
and a personal commitment to comply with them;
c), a copy of the most current version of the Act and the Regulations are available at the Conbactor's
office within the Working Area, or, in the absence of an office, in the possession of the supervisor
. ':,responsible for the performance of the Work; .
,d):workers employed to carry out the Work possess the knowledge, skills and protective devices
"required by law or recommended for use by a recognized industry association to allow them to
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 Subcontractors and their employees are properly protected from injury while they are at the
work place.
.07 The Contractor when requested shall provide the Owner with a copy of its health and safety policy
and program at the pre-start meeting, and shall respond prompUy to requests from the Owner for
confirmation that its methods and procedures for carrying out the Work comply with the Act and
Regulations. The Conbactor shall cooperate with representatives of the Owner and inspectors
appointed to enforce the Act and the Regulations in any investigations of worker health and safety in
the performance of the Work. The Conbactor shall indemnify and save the Owner harmless from any
additional expense which the Owner may incur to have the Work performed as a result of the
Contractor's failure to comply with the requirements of the Act and the Regulations.
POll" 28
OPS Go...... Cond_ of. Controcl- Septembor 1999
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.08 Prior to commencement of the Work lI1e Contractor shall provide to lI1e Contract Administrator a list of
lI10se products controlled under lI1e Wor1<place Hazardous Materials Information System or WHMIS.
which the Contractor expects to use on lI1e Contract. Related Materials Safety Data Sheets shall
accompany lI1e submission. All containers used in lI1e application of products controlled under
WHMIS shall be labelled. The Contractor shall notify lI1e Contractor Administrator of changes in
writing and provide relevant Material Safety Data Sheets.
.09 The Contractor shall have an aull10rized representative on lI1e site while any work is being performed.
to act for or on lI1e Contracto(s behalf. Prior to commencement of construction. lI1e Contractor shall
- notify lI1e Contract Administrator of the names;- addresses, positions and telephone numbers of. lI1e
Contractor's representatives who can be contacted at any time to deal will1 matters relating to lI1e
Contract.
- .10 The Contractor shall;' at no- additional cost to lI1e Owner. furnish all reasonable aid; facilities and
assistance required by the Contract Administrator for lI1e-proper inspection and examination of lI1e
- Work or lI1e taking of measurements for the purpose -of, payment _ _
.11 The Contractor shall prepare, and update as required. a construction schedule Indicating lI1e timing of
lI1e major and critical activities of lI1e Work. - The schedule shall be designed to ensure conformity
wiIh lI1e specified Contract Time. The schedule shall be submitted to lI1e Contract Adll)inistrator
wilhin 14 Days from lI1e date of the Contract award. -
.12 Where the Contractor finds any enor, inconsistency or omission relating' to lI1e Contract lI1e
-' - Contractor shall prompUyreport it to lI1e Contract Administrator and shall not proceed wilhthe activity
affected until receiving direction from lI1e Contract Administrator.
.13 The Contractor shall arrange wiIh the appropriate utility aull10rilies for lI1e stake out of all
underground utilities and service connections which may be affected by lI1e Work. The Contractor
shall be responsible for any damage done to lI1e underground utilities by lI1e Contractor's forces
during construction - if lI1e stake out locations are wilhin lI1e tolerances given in paragraph GC
2.01.01a).
GC 7.02
Layout
.01' Prior to commencement of construction; lI1e Contract Administrator and lI1e Contractor will locate on
site lI10se property bars. baselines and benchmarks which are necessary to delineate lI1e Working
Area and to layout lI1e Work, all as shown on the Contract Drawings.
.02 The Contractor shall be responsible for lI1epreservation of all property-bani'while the Work is in
progress, except lI10se property bars - which - must -_ be removed _ to, facilitate -_ the Work. Any other
property bars disliJrbed, damaged or removed by lI1e Contractor's operations shall be replaced byan
Ontario Land Surveyor. at the Contractor's expense.
.03 At no extra cost to lI1e Owner,lI1e Contractor shall provide lI1e Contract Administrator wiIh such
materials and devices as may be necessary to layout lI1e baseline and benchmarks, and as may be
necessary for lI1e inspection of the Work.
.04 The Contractor shall provide qualified personnel to layout and establish all lines and grades
necessary for construction, The Contractor shall notify the Contract Administrator of any layout work
carried out, so that lI1e same may be checked by lI1e Contract Administrator.
.05 The Contractor shall install and maintain substantial alignment markers and secondary benchmarks
as may be required for lI1e proper execution of the Work. The Contractor shall supply one copy of all
alignment and grade sheets to lI1e Contract Administrator. '
ops GenetW CondlllonI at ConII8d. SeIUo,1beI ,-
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.06 The Contractor shall assume full responsibility for alignment, elevations and dimensions of each and
aD parts of the Work, regardless of whether the ContractOl's layout work has been checked by the
Contract Administrator.
.07 All stakes, marks and reference points provided by the Contract Administrator shall be carefully
preserved by the Contractor. In the case of their destruction or removal as a result of the ContractOl's
operations, such stakes, marks and reference points will be replaced by the Contract Administrator at
the Contractor's expense.
GC7.03
Damage by Vehicles or other Equipment
.01 If at any time, in the opinion of the Contract Administrator, damage is being done or is likely to be"
done to any Roadway or any improvement thereon, outside the Working Area, by the Contractor's
. vehicles or other equipment, whether licensed or unlicensed equipment, the Contractor shall, on the
direction of the Contract Administrator, and at no extra cost to the Owner, make changes or
:.slibstitutions for such vehicles or equipment, and shall alter loadings, or in Some other manner,
:remove the cause of such damage to the satisfaction of the Contract Administrator.
'."*<'.
GC 7.04
Excess Loading of Motor Vehicles
.01 '"Where a vehicle is hauling Material for use on the Work, in whole or in part upon a Highway, and
where motor vehicle registration is required for such vehicle, the Contractor shall not cause or permit
such vehicle to be loaded beyond the legal limit specified in the Highway Traffic Act, R.S.O. 1990,
c.H.S, as amended, whether such vehicle is registered in the name of the Contractor or otherwise,
. except where there are designated areas within the Working Area where overloading is permitted.
The Contractor shall bear the onus of weighing disputed loads.
GC 7.05
Condition of the Worldng Area
.01 The Contractor shall 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 construction, It shall be kept open to traffic, and the
Contractor shall, except as otherwise provided in this subsection, be responsible for providing and
maintaining for the duration of the Work, a road through the Working Area, whether along an existing
Hignway, including the road under construction, or on detours within or adjacent to the Highway, in
accordance with the MUTCD.
.02 "~Contractor shall not be required to maintain a road through the Working Are~ until such time as
the Contractor has commenced operations or during seasonal shut down or on any part of the
Contraclthat has been accepted in accordance with these General Conditions. The Contraclor shall
not be required to apply deicing chemicals or abrasives or carry out snowplowing.
.03 Where localized and separated sections of the Highway only are affected by the Contractor'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 limits of the Highway affected by the Contractor's
general operations under the Contract.
.04 Where the Contract Documents provide for or the Contract Administrator requires detours at specific
locations, payment for the construction of the detours, and If required, for the subsequent removal of
the detours, will be made at the Contract prices appropriate to such worl<.
Page 30
OPS Genofal <:0.-.. of Contract- September 1899
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.05 The Contractor shall maintain, in a satisfactory condition for traffic, a road through the WOlI\ing Area,
at the Owner's expense. The road through the Working Area will include any detour constructed in
accordance with the Contract Documents or required by the Contract Administrator. Compensation
for all labour, equipment and materials to do this work shall be at the Contract prices appropriate to
the work and, where there are no such prices, at negotiated prices. Notwithstanding the foregoing,
the cost of blading required to maintain the surface of such roads and detours shall be deemed to be
included in the prices bid for the various tender ~ems and no additional payment will be made.
, .06' . Where work under the 'Contract is discontinued for any extended period including seasonal shutdown,
.the Contractor shall, when directed by the Contract Administrator, open and place the Roadway and
detours in a passable, safe and satisfactory condition for public travel.
.07 Where the' Contractor constructs a detour which is not specifically provided for. in the Contract
Documents; or required by the Contract Administrator, the construction of the detour and, if required,
the subsequent removal shall be performed' at the. Contractor's expense.. .The detour shall be
constructed and maintained to structural "anif 'geometric .standards-:;aPPf9Yed by the Contract
, Administrator. Removal and s~e restoration shall. be. performed.:as. direCted by the Contract
Administrator.
.08 ,Where, with the prior written approval of the Contract Administrator, the Highway is closed and the
. traffic diverted entirely off the Highway to any other Highway, the Contractor shall, at no extra cost to
the Owner, supply, 'erect and maintain traffic control devices in accordance with the MUTCD.
.09 Compliance with the foregoing provisions shall in no way relieve the Contractor of obligations under
subseClionGC6.01; Protection 'of-Work, Persons'and'Property, dealing. with the Contractor's
responsibility for damage claims, except for claims arising on sections of Highway within the Working
Area that are being maintained by others.
GC 7.07
Access to Properties Adjoining the Work and Interruption of Utility
Services
.01 The Contractor shall provide at all times, and at no extra cost to the Owner,
a) adequate pedestrian and vehicular access; and
b) continuity of utility services
to properties adjoining the Working Area.
.02 The Contractor shall provide at all times and at no extra cost to the Owner access to fire hydrants,
and water and gas valves located in the Working Area.
.03 Where any interruptions in the supply of. Ulilityservices are . required. and ,are authorized by the
Contract Administrator, the Contractor shall give the affected property owners notice in accordance
with subsection GC 7.11, Notices by the Contractor, and shall arrange such interruptions so as to
create a minimum of interference to those affected.
GC 7.08
Approvals and Permits
.01 Except as specified in subsection GC 4.02, Approval and Permits, the Contractor shall obtain and pay
for any permits, licenses,. and certificates which at the date of tender closing, are required for the
performance of the Work.
.02 The Contractor shall arrange for all necessary inspections required by the approvals and permits
specified in paragraph GC 7.08.01.
OPS GenorII Condltiono d Conlrod - Seplomber 1_
"-31
GC 7.09
Suspension of Work
.01 The Contractor shall, upon written notice from the Contract Administrator, discontinue or delay any or
aU 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.
GC 7.10
Contractor's Right to Stop the Work or Terminate the Contract
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.01 If the Owner is adjudged bankrupt or makes a general assignment for the benefit of creditOlS because
-!'of insolvency or if a receiver is appointed because of insolvency, the Contractor may, without
prejudice to any other right or remedy the Contractor may have, by giving the Owner or receiver or
trustee in bankruptcy written notice, terminate the Contract.
,
.02 If the Work is stopped or otherwise delayed for a period of 30 Days or more under an order of a court
or other public authority and provided that such order was not issued as the result of an act or fault of
. ,~ Contractor or of anyone directly employed or engaged by the Contractor"the Contractor may,
.v.iithout prejudice to any other right or remedy the Contractor may have, by giving the Owner written
.000000, terminate the Contract. .,
.03 The Contractor may notify the Owner in writing, with a copy to the Contract Administrator, that the
Owner is in default of contractual obligations if,
a) the Contract Administrator fails to issue certificates in accordance with the provisions of Section
GC 8.0, Measurement and Payment;
b) the Owner fails to pay the Contractor, within 30 Days of the due dates identified in clause GC
," 8.02.03, Certification and Payment, the amounts certified by the Contract Administrator or within
30 Days of an award by an arbitrator or court; or
c) the Owner violates the requirements of the Contract.
.04 The Contractor's written nolic:e to the Owner shall advise that if the default is not corrected in the 7
Days immediately following the receipt of the written notice the Contractor may, without prejudice to
any other right or remedy the Contractor may have, stop the Work or tenninate the Contract.
.05 If the Contractor terminates the Contract under the conditions set out in this subsection, the
, Contractor shall be entitled to be paid for all work performed according to the Contract Documents
and for any losses or damage as the Contractor may sustain as a result of the termination of the
Contract.
GC 7.11
Notices by the Contractor
^"':.;
.01 Before work is carried out which may affect the property or operations of any Ministry or agency of
gOvemment or any person, company, partnership or corporation, including a municipal corporation or
any board or commission thereof, and in addition to such notices of the commencement of specified
operations as are prescribed elsewhere in the Contract Documents, the Contractor shall give at least
48 hours advance written notice of the date of commencement of such work to the person, company,
partnership, corporation, board, or commission so affected.
.02 In the case of damage to, or interference with any utilities, pole lines, pipe lines, conduits, farm tiles,
or other public or privately owned works or property, the Contractor shall immediately notify the
Owner and the Contract Administrator of the location and details of such damage or interference.
poge 32
OPS GenerIl ConcIllIone 01 Contract. Seplel,lber 1999
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GC 7.12
Obstructions
.01 Except as otherwise noted in these General Conditions, the Contractor assumes all the risks and
responsibilities arising out of any obstruction encountered in the performance of the Work and any
traffic conditions, including traffic conditions on any Highway or road giving access to the Working
Area caused by such obstructions. and the Contractor shall not make any claim against the Owner for
any loss. damage or expense occasioned thereby.
.02 Where the obstruction is 'a Utirrty or other man-made object, the Contractor shall not be required to"
assume the risks 'and responsibilities arising' out of such obstruction, unless the location of the .
obstruction is shown on the plans or described in the specifications and the location so shown is
within the tolerance specified in paragraph GC 2.01.01 a), or unless the presence and location of the
obstruction has otherwise been made known to the Contractor or could have been determined by the
visual site investigation made by the Contractor in accordance with these General Conditions.
.03 During the course of the Contract, it is the',Contractor's'responsibility:tocconsult..with Utility companies
,or other appropriate authorities for furlher.informationin, regardto.theexacUocation of these Utilities. '
to exercise the necessary care in construction'operations~1lnd101ake'such-Qther precautions as are
necessary to safeguard the Utility from damage. '
GC 7.13
Limitations of Operations
.01 Except for such work as may be required by the Contract Administrator to maintain the Work in a safe
and satisfactory condition. the Contractor shall not carry on operations under the Contract on
Sundays without permission in writing from the Contract Administrator.
.02 The Contractor shall cooperate with other Contractors. Utility companies and the Owner and they
shall be allowed access to their work or plant at all reasonable times.
GC7.14
Cleaning Up Before Acceptance
'.01 Upon attaining Substantial Performance of the Work, the Contractor shall remove surplus materials.
, tools. construction machinery and equipment not required for the performance of the remaining Work."
The Contractor shall also remove all temporary works and debris other than that caused by the
Owner, or others and leave the Work and Working Area dean and suitable for occupancy by the
Owner unless otherwise specified.
.02 The Work shall not be deemed to have reached Completion-lmtilthe-COntractor has removed surplus
materials. tools, construction machinery, and 'equipment The Contractor shall also have removed
debris, other than that caused by the Owner, or others. '
GC 7.15
Warranty
.01 The Contractor shall be responsible for the proper performance of the Work only to the extent that the
design and specifications permit such performance.
.02 Subject to the previous paragraph the Contractor shall correct promptly. at no additional cost to the
Owner, defects or deficiencies in the Work which appear.
a) prior to and during the period of 12 months from the date of Substantial Performance of the Work.
as set out in the Certificate of Substantial Performance of the Work.
b) where the work is completed after the date of Substantial Performance. 12 months after
Completion of the Work.
c) where there is no Certificate of Substantial Performance. 12 months from the date of Completion
of the Work as set out in the Completion Certificate. or
OPS Gener8l Conditio.. of eorw.ct. Se......... 1899
P_33
d) such longer periods as may be specified for certain Materials or some of the Work.
The Contract Administrator will promptly give the Contractor written notice of observed defects or
deficiencies.
.03 The Contractor shall correct or pay for damage resulting from corrections made under the
requirements of paragraph GC 7.15.02.
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OPS _I CondlIIont d Conlr8d. September 1m
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SECTION GC 8.0 - MEASUREMENT AND PAYMENT
GC 8.01
GC 8.01.01
Measurement
Quantities
.01 The Contract Administrator will make an estimate once a month, in writing, of the quantity of Work
performed. The first estimate will be the quantity of Work performed since the Contractor
commenced the Contract,' and every subsequent estimate; except the final one, will be of the quantity
of Work performed since the preceding estimate was made. The Contract Administrator will provide
the copy of each estimate to the Contractor within 10 Days of the Cut-Off Date.
, '.02 ' Such quantities for progress payments'shall be construed and held to approximate. The final
" quantities for the issuance of the Completion Certificate shall be based on the measurement of Work
, completed.
.03 'Measurement of the quantities of the'Work'performedwiJI be:either;by~IMeasurement or by
Plan Quantity principles as indicated 'in the'Contract:~ Adjustments ,to-Plan' Quantity measurements
will normally be made using Plan Quantity' principles but may; where appropriate, be made using
Actual Measurements. Those'ilernsidentified on the "Tender by the notation (P) in the unit column
'''shall be paid according'to the Plan Quantity. Items where the notation (P) does not occur shall be '
, paid according to Actual Measurement
GC 8.01.02
Variations in Tender Quantities
.01 Where it, appears that the quantity of Work to be done 'and/or Material to be supplied by the
Contractor under a unit price tender item will exceed or be less than the tender quantity, the
Contractor shall proceed to do the Work andlor supply the Material required to complete the tender
item and payment will be made for the actual amount of Work done and/or Material supplied at the
unit prices stated in the Tender except as provided below:
, a)' In the case of a Major Item where the quantity of Work performed andlor Material supplied by the
Contractor exceeds the tender quantity by more than 15%, either party to the Contract may make
a written request to the other party to negotiate a revised unit price for that portion of the Work
performed andlor'Material supplied which exceeds 115% of the tender quantity. The negotiation
shall be carried out as soon as reasonably possible. Any revision of the unit price shall be based
on the reasonable cost of doing the Work andlor supplying the Material under the tender item plus
a reasonable allowance for profit and applicable overhead.
b) In the case of a Major Item where the"quantity'ofWork performed andlorMaterial supplied by the
Contractor is less than 85% of the tender'quantity, the Contractor may make a written request to
negotiate for the portion of the actual'overheads'and, fixed 'costs applicable to the amount of the
underrun in excess of 15% of the tender quantity; For purposes of the negotiation, the overheads
and fixed costs 'applicable to the item are deemed to have been prorated uniformly over 1 00% of
the tender quantity for the item. Overhead costs shall be confirmed by a statement certified by the
Contractor's senior financial officer or auditor and may be audited by the Owner. Altematively,
where both parties agree, an allowance equal to 10% of the' unit price on the amount of the
underrun in excess of 15% of the tender quantity will be paid.
Written requests for compensation must be received no later than 60 Days after the issuance of the
Completion Certificate.
GC 8.02
GC 8.02.01
Payment
PrIce for Work
.01 Prices for the Work shall be full compensation for all labour, Equipment and Material required in its
performance. The term "all labour, Equipment and Materiar shall include Hand Tools, supplies and
other incidentals.
OPS _, Cond_ a/ Connd - Septembe< 1999
P8ge35
Page 36
OPS Gener8I Concl_ at Co_ct- September IIl99
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.02 Payment for work not specifically detailed as part of anyone item and without specified details of
payment will be deemed to be included in the items with which it is associated.
GC 8.02.02
Advance Payments for Material
.01 The 0Nner will make advance payments for Material intended for incorporation in the Work upon the
written request of the Contractor and according to the following terms and conditions:
a) The Contractor shall, in advance of receipt of the shipment of the Material, arrange for adequate
and proper storage facilities and notify the Contract Administrator of their locations.
b) The value of aggregates, processed and stockpiled, shall be assessed by the following procedure:
i. Sources Other Than Commercial
(l)Granular 'A', 'B' and 'M' shall be assessed at the rate of 60% of the Contract price.
(2) Coarse and fine aggregates for hot mix asphaltic concrete, surface treatment and Portland
cement concrete shall be assessed at the rate of 25% of the Contract price for each
, aggregate stockpiled.
,4-ii. . Commercial Sources
',,;!!- Payment for separated coarse and fine aggregates will be considered at lJIe above rate when
"~;g , such materials are stockpiled at a commercial source where further processing is to be carried
out before incorporating such materials into a final product. AdvanCe payments for other
materials located at a commercial source will not be made.
'c) Payment for all other materials, unless otherwise specified elsewhere in the Contract. shall be
based on the invoice price, and the Contractor shall submit proof of cost to the Contract
Administrator before payment can be made by the Owner.
d) The payment for an Materials shall be prorated against the appropriate tender item by paying for
sufficient units of the item to cover the value of the material. Such payment shall not exceed 80%
of the Contract price for the item.
e) All Materials for which the Contractor wishes to receive advance payment shall be placed in the
designated storage location immediately upon receipt of the material and shall thenceforth be held
by the Contractor in trust for the Owner as collateral security for any monies advanced by the
. Owner and for the due completion of the Work. The Contractor shall not exercise any act of
ownership inconsistent with such security, or remove any Material from the storage locations,
except for inclusion in the Work, without the consent. in writing, of the Contract Administrator.
f) Such materials shall remain at the risk of the Contractor who shall be responsible for any loss,
damage, theft. improper use or destruction of the material however caused.
".
.02 Where the Owner makes advance payments subject to the conditions listed in paragraph GC
8.02.02.01, such payment shall not constiMe acceptance of the Material by the Owner. Acceptance
, ~II only be determined when the material meets the requirements of the appropriate specification.
GC 8.02.03
Certification and Payment
..
GC 8.02.03.01
Progress Payment CertifICate
.01 The value of the Work performed and Material supplied will be calaJlated once a month by the
Contract Administrator in accordance with the Contract Documents and ,clause GC 8.01.01,
Quantities.
.02 The progress Payment Certificate win show,
a) the quantities of Work performed;
b) the value of Work performed;
c) any advanced payment for Materials;
d) the amount of statutory holdback, liens, Owner's set-<lff;
e) the amount of GST as applicable; and
f) the amount due the Contractor.
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.03 One copy of the progress Payment Certificate will be sent to the Contractor.
.04 Payment will be made within 30 Days of the Cut-Off Date.
GC 8.02.03.02
Certification of Subcontract Completion
.01 Before the Wort< has reached the stage of Substantial Perfonnance, the Contractor may notify the
Contract Administrator, in writing that a subcontract is completed satisfactorily and ask that the
Contract Administrator certify.the completion of such subcontract.
.02 The Contract Administrator will issue a Certificate of Subcontract Completion if the subcontract has
been completed satisfactorily, and all required inspection and testing of the works covered by the
subcontract have been carried out and the results are satisfactory. .
.03 The Contract Administrator will set out in the Certificate of Subcontract,Completion the date on which
the subcontract was completed and within'7 Days' of;the date:the'subcontractis certified complete,
the Contract Administrator will give a copy 'of the certificateto.the.Contractor-aDcf.to the Subcontractor
concerned.
GC 8.02.03.03
Subcontract Statutory Holdback Release Certificate and Payment
.01 Following receipt of the Certificate of Subcontract Completion, the Owner will release and pay the
Contractor the statutory holdback retained in respect of the subcontract.. Such release shall. be made.
46 Days after the. date the subcontract. was certified complete and providing. the Contractor. submits
the following to the Contract Administrator:
a) a document satisfactory to the Contract Administrator that will release the Owner from all further
daims relating to the subcontract, qualified by stated exceptions such as holdback monies;
b) evidence satisfactory to the Contract Administrator that the Subcontractor has discharged all
liabilities incurred in carrying out the subcontract;
c) a satisfactory clearance certificate or letter from the Workplace Safety and Insurance Board
relating to the subcontract; and
d) a copy of the contract between the Contractor and the Subcontractor and a satisfactory statement
showing the total amount due the Subcontractor from the Contractor.
.02 Paragraph GC 8.02.03.03.01 d), will only apply to Lump Sum Items and then only when the Contract
Administrator specifically requests it.
.03 Upon receipt of the statutory holdback, the Contractor 'Shall'forthwith give the Subcontractor the
payment due under the subcontract.
.04 Release of statutory holdback by the Owner in respect of a'subcontract shall not relieve the
Contractor, or the Contractor's Surety, of any of their responsibilities.
GC 8.02.03.04
Certification of Substantial Perfonnance
.01 Upon application by the Contractor and where the Contract has been substantially performed the
Contract Administrator will issue a Certificate of Substantial Performance.
.02 The Contract Administrator will set out in the Certificate of Substantial Performance the date on which
the Contract was substantially performed and within 7 Days after signing the said certificate the
Contract Administrator will provide a copy to the Contractor.
.03 Upon receipt of a copy of the Certificate of Substantial Performance, the Contractor shall forthwith, as
required by Section 32(1) Paragraph 5 of the Constroction Usn Act, R.S.O. 1990, c.C.30, as
amended, publish a copy of the certificate in a construction trade newspaper. Such publication shall
include placement in the Daily Commercial News.
OPS Gene'" Conditions aI ConInIc:t - SeplMlber 1m
P8ge37
.04 \/\/here the Contractor fails to publish a copy of the Certificate of Substantial Performance as required
above within 7 Days after receiving a copy of the certificate signed by the Contract Administrator, the
Owner may publish a copy of the certificate at the Contractor's expense.
.05 Except as otherwise provided for in Section 31 of the ConstnJction Lien Act, the 45-day lien period
prior to the release of holdback as referred to in clause GC 8.02.03.05, Substantial Performance
Payment and Statutory Holdback Release Payment Certificates, shall commence from the date of
publication of the Certificate of Substantial Performance as provided for above.
Substantial Perfonnance Payment and Substantial Performance Statutory
Holdback Release Payment Certificates
.01 When the Contract Administrator issues the Certificate of Substantial Performance the Contract
c' Administrator will also issue the Substantial Performance Payment Certificate and the Substantial
Performance Statutory Holdback Release Payment Certificate or where appropriate, a combined
iP#ment certificate. ~
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.02,~e Substantial Performance Payment Certificate will show,
afthe value of Work performed to the date of Substantial Performance;
. b) the value of outstanding or incomplete Work;
, c) the amount of the statutory holdback, anowing for any previous releases of statutory holdback to
the Contractor in respect of completed subcontracts and deliveries of pre-selected equipment;
d) the amount of maintenance security required; and
e) the amount due the Contractor.
GC8.02.03.0S
.03 Payment of the amount certified will be made within 30 Days of the date of issuance of the payment
. cerlificate.
.04 The Substantial Performance Statutory Holdback Release Payment Certificate will be a payment
certificate releasing to the Contractor the statutory holdback due in respect of Work performed up to
the date of Substantial Performance. Payment of such statutory holdback shall be due 46 Days after
the date of pub~cation of the Certificate of Substantial Performance but subject to the provisions of
the Construction Lien Act and the submission by the Contractor of the following documents:
a) a release by the Contractor in a form satisfactory to the Contract Administrator releasing the
Owner from an further claims relating to the Contract. qualified by stated exceptions such as
outstanding work or matters arising out of subsection GC 3.14, Claims, Negotiations, Mediation;
b) a statutory declaration in a form satisfactory to the Contract Administrator that all liabilities incurred
,~by the Contractor and the Contractor's Subcontractors in carrying out the Contract have been
, 'discharged except for statutory holdbacks properly retained; .
c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board; and
~proof of publication of the Certificate of Substantial Performance. .
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GC 8.02.03.06
Certification of Completion
.01 Upon application by the Contractor, and when the Contract reaches Completion, the Contract
Administrator will issue a Completion Certificate.
.02 The Contract Administrator will set out in the Completion Certificate the date on which the Work was
completed and within 7 Days of signing the said certificate the Contract Administrator will provide a
copy to the Contractor.
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OPS 0....... Condlllona 01 Conlrac:t - Seplember 1899
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GC 8.02.03.07
Completion Payment and Completion Statutory Holdback Release
Payment Certificates
.01 When the Contract Administrator issues the Completion Certificate, the Contract Administrator will
also issue the Completion Payment Certificate and the Completion StaMory Holdback Release
Payment Certificate or where appropriate, a combined payment certificate.
.02 The Completion Payment Certificate will show,
a) measurement and value of Work at Completion; .
b) the amount of the further' statutory holdback based on the value of further work .completed over
and above the value of work completed shown in the Substantial Performance Payment Certificate
referred to above; and
c) the amount due the Contractor.
.03 The Completion StaMory' Holdback Release :PaymenLCertificate .will,. be;-.a. payment certificate
'releasing to the Contractor'the' further statutory 'holdback:': PaymenlOf.such.:staMory holdback shall
be due 46 Days after the date of CompletiOriioftheWork.asestablished;by,the.CompletionCertificate
but subject to the provisions of the Construction Lien Actand.the.submission'by the Contractor of the
following documents:
a) a release by the Contractor in a form satisfactory to the Contract Administrator releasing the
Owner from all further claims relating to the Contract, qualified by stated. exceptions where
appropriate; .
b) a statutory declaration in a fann satisfactory to the Contract Administrator that all liabilities incurred
by the Contractor and the Contractor's Subcontractors in carrying out the Contract have been
discharged, qualified by stated exceptions where appropriate; and
c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board.
GC 8.02.03.08
Interest
.01 Interest due the Contractor is based on simple interest and is calculated using the applicable Rate of
Interest
GC 8.02.03.09
Interest for Late Payment
.01 Provided the Contractor has complied with the requirements of the Contract including all
documentation requirements. when payment by the Owner to the Contractor for Work performed, or
for release of staMory holdback. is delayed by the Owner, then the Contractor shall be entitled to
receive interest on the outstanding payment at the Rateof:lnterest,' if payment. is not received on the
dates set out below: .
a) Progress Payment Certificates: 30 Days after the Cut-Off Date; .
b) Certificate of Subcontract Completion:. 30 Days after the date certified as the date on.which the
subcontract was completed;
c) Subcontract StaMory Holdback Release Payment Certificate: 76 Days after the date on which the
subcontract was completed;
d)' Substantial Performance Payment Certificate: 30 Days after the'date of issuance of the certificate.
e) Substantial Performance Statutory Holdback Release Payment Certificate: 76 Days after
publication of the Payment Certificate of Substantial Performance;
f) Completion Payment Certificate: 30 Days after the date certified as the date on which the
Contract reached CompletiOn;
g) Completion StaMory Holdback Release Payment Certificate: 76 Days after the date certified as
the date which the Work was completed.
.02 If the Contractor has not complied with the requirements of the Contract, including all documentation
requirements. prior to expiration of the time periods described In paragraph GC 8.02.03.09.01,
interest will only begin to accrue when the Contractor has completed those requirements.
OPS GenonII Conditions cI Conlr8cI- s.,Al...b., 1m
Poge 39
GC 8.02.03.10
Interest for Negotiations and Claims
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.01 Except as hereinafter provided, where a notice of negotiation, notice of intent to claim and the
subsequent claims are submitted in accordance with the time limits and/or procedure described by
subsection GC 3.14, Claims, Negotiations, Mediation, the Owner will pay the Contractor the Rate of
Interest on the amount of the negotiated price for that part of the Work or on the amount of the settied
claim. Such interest will not commence until 30 Days after the satisfactory completion of that part of
theWor1<.
.02 : Where the Contractor does not attempt to resolve the negotiation or the daim 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, Negotiations, Mediation, interest shall not be paid.
.04 '.<1M1ere ,a Contractor fails to comply with the 3().day time limit and the procedures prescribed in
.'Iili!agraph GC 3.14.03.03 for submission of claims, interest shall not be paid for the delay period.
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GC 8.02:03.11
OWner's Set-Off
.01 . Pursuant to Section 12 of the Construction Uen Act, the Owner may retain from monies owing to the
Contractor under this Contract an amount sufficient to cover any outstanding or disputed liabilities
induding the cost to remedy deficiencies, the reduction in value of substandard portions of the Work.
daims for damages by third parties which have not been determined in writing by the Contractor's
insurer, undetermined claims by the Owner under paragraph GC 8.01.02.01 a), any assessment due
the Workplace Safety and Insurance Board and any monies to be paid to the worllers in accordance
with clause GC 8.02.06, Payment of Worllers.
.02 Under these circumstances the Owner win 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 paragraph GC 8.02.03.09.01.
GC 8.02.04
GC8~~:01
Payment on a Time and Material Basis
Definitions
,
.01 FO!'~.the purpose of this dause the following definitions apply:
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Cost of Labour. means the amount of wages, salary, travel, travel time, food, lodging or similar items and
Payroll Burden paid or incumed directly by the Contractor to or in respect of labour and supervision actively
and necessarily engaged on the Work based on the recorded time and hourly rates of pay for such labour
and supervision, but shall not indude any payment or costs incurred for general supervision,
administration of management time spent on the entire Work or any wages, salary or Payroll Burden for
which the Contractor is compensated by any payment made by the Owner for Equipment
Cost of Material: means the cost of Material purchased, or supplied from stock, and valued at current
marllet prices, for the purpose of carrying out Extra Worll, by the Contractor, 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 operator is provided by the
supplier of the equipment and for which the rent or lease indudes the cost of the operator.
Page ~
OPS Gene.. Condlllons 01 ContnIcI. September 1999
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Payroll Burden: means the payments in respect of workplace insurance, vacation pay, employment
insurance, public liability and property damage insurance, sickness and accident insurance, pension fund
and such other welfare and benefit payments forming part of the ContractOl's normal labour costs.
Rented Equipment: means equipment that is rented or leased for the special purpose of Work on a Time
and Material Basis from a person, firm or corporation that is not an associate of the lessee as defined by
the Securities Act, R.S.O. 1990, c.S.5, as amended, and is approved by the Contract Administrator.
Road Work: means the preparation, construction, finishing and construction maintenance of roads,
'streets; highWays and' parking lots and includes all work incidental thereto other than work on Structures. ',' ,
Sewer and Watennaln Work: means the preparation, construction, finishing, and construction
, maintenance of sewer systems and watermain systems,' and includes an work incidental thereto other than
work on structures.
Standby Time: 'means any'period of time Which is'not-consideredWorking,Tune;::and which together with
the Working Time does not exceed'10hours.in.any;oneMlorking;Day.and'duririgwhich time a unit of
, equipment cannot practically be used on other.work'but must:remain:on..the 'site:in, order to .continue with
. its assigned 1ask and during which time the unit is in fully operable condition.
Structure Work: means the construction, reconstruction, repair, alteration, remodelling, renovation or
" demolition of any bridge, building, tunnel or retaining wall and includes the preparation for and the laying of
the foundation of any bridge, building, tunnel or' retaining waD and the installation of equipment and
appurtenances incidental thereto.
The 127 Rate: means the rate for a unit of equipment as listed inOPSS 127, Schedule of Rental Rates
for Construction Equipment Including Model and Specification Reference, which is current at the time the
work is carried out or for equipment which is not so listed, the rate which has been calculated by the
Owner, using the same principles as used in determining The 127 Rates.
Work on a -Time and Material Basis: means Changes in the Work, Extra Work and Additional Work
approved by the Contract Administrator for payment on a Tme and Material basis. The Work on a Tme
,and Material Basis shall be subject to all the terms, conditions. specifications ,and provisions of the
Contract.
, Working Time: means each period of time during which a unit of equipment is actively and of necessity
'engaged on a specific operation and the first 2 hours of each. immediately, following period during which
the unit is not so engaged but during which the operation'is,otherwise~proceedingand during ,which time
the unit cannot practically be transferred to other work but must remain on the site in order to continue with
its assigned tasks and during which time the unit is in a fully operable condition.....
GC 8.02.04.02
Dally Work Records
.01, Daily Work Records prepared as the case may be by either the Contractor's representative or the
, Contract Administrator and reporting the labour and Equipment employed and the Material used on
each Time and Material project, shall be reconciled and signed each day by both the Contractor's
representative and the Contract Administrator.
GC 8.02.04.03
Payment for Work
.01 Payment as herein provided shall be full compensation for all labour, Equipment and Material to do
the Work on a Time and Material Basis except where there is agreement to the contrary prior to the
commencement of the Work on a TlOle and Material Basis. The payment adjustments on a Time and
Material basis shafl apply to each individual Change Order authorized by the Contract Administrator.
OPS GenetaI Condltionl '" Contract . Sepl8mber ,_
P_4'
GC 8.02.04.04
Payment for Labour
.01 The Owner will pay the Contractor for labour employed on each Time 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 Payroll Burden for Work on a Time and Material Basis at
the Contracto(s actual cost of Payroll Burden.
.03, At the Owne(s discretion, an audit may be conducted in which case the actual Payroll Burden so
determined shall be applied to all TllTle and Material work on the Contract.
GC 8.02.04.05
Payment for Material
.01 The Owner will pay the Contractor for Material used on each TllTle and Material project at 120% of the
';;COst of the Material up to $3000, then at 115% of any portion of the Cost of Material in excess of
'<$0000. .
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GC 8:02:04.06 Payment for Equipment
GC 8.02.04.06.01
Working Time
.01 The Owner will pay the Contractor for the Working Time of all equipment other than Rented
Equipment and Operated Rented Equipment used on the Work on a TIlTle and Material basis at The
,127 Rates with a cost adjustment as follows:
a) Cost $10,000 or less - no adjustment;
b) Cost greater than $10,000 but not exceeding $20,000 - payment $10,000 plus 90% of the portion
in excess of $10,000: and
c) Cost greater than $ 20,000 - $19,000 plus 80% of the portion in excess of $20,000.
.02 The Owner will pay the Contractor for the Working Time of Rented Equipment used on the Work on a
Tme and Material Basis at 110% of the invoice price approved by the Contract Administrator up to a
maximum of 110% of The 127 Rate. This constraint will 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 Working TllTle 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
. Miterial Basis.
GC 8.02l04.06.02
"~1
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 reasonable costs for Rented
Equipment where this is necessarily 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 been idled due to the circumstances giving rise to the Work on a Tme and Material Basis.
.02 In addition, the Owner will include the Cost of labour of operators or associated labourers who
cannot be otherwise employed during the standby period or during the period of idleness caused by
the circumstances giving rise to the Work on a Time and Material Basis.
.03 The Contract Administrator may require Rented Equipment Idled by the circumstances giving rise to
the Work on TIlTle and Material Basis to be retumed to the lessor until the work requiring the
equipment can be resumed. The Owner will pay such costs as resull from such retum.
~42
OPS General eo.-. of Conlracl- September 1999
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.04 When Equipment is transported. solely for the purpose of the Work on a Time and Material Basis. to
or from the Working Area on a Tme and Material basis. payment will be made by the Owner only in
respect of the transporting units. When Equipment is moved under its own power it shall be deemed
to be working. The method of moving Equipment and the rates shall be subject to the approval of the
Contract Administrator.
GC 8.02.04.07
Payment for Hand Tools
.01 Notwithstanding any other provision of this Section. no payment shall be made to ,the, Contractor for
, or in respect of Hand Tools or equipment that are tools of the trade.
GC 8.02.04.08
Payment for Work By Subcontractors .
.01 Where the Contractor arranges for Work on a.Time and Material Basis, or.a part of it, to be perfonned
by Subcontractors" on ' . a .Tme' and" Material ,basis." and..has..,received .appm,val, prior to the
commencement .of:such'.work:,:in' accordance with.=.the...requirements,;of~ubsection.,'GC. 3.10,
. Subcontracting by the Contractor. the Owner will paythe;costiofWoi1c,OR<a'oTune,antf.;Material Basis
by1he Subcontractxir calculated-as if the Contractor had'donethe,Worlwlll,a;1ime,and ,Material Basis,
plus 'a markup calculated on the following basis: .
a) 20% of the first $3,000; plus
b) 15% of the amount from $3,000 to $10,000; plus
c) 5% of the amount in excess of $10,000.
.02-No further markupwiU be applied regardless.of.the extent to which.the work is assigned or sublet to
. .'others: If work is,assignedor,sublet'to anas..ooate,.as defined by the Securities Act no markup
whatsoever will be applied. . .
GC 8.02.04.09
Submission of Invoices
.01 . At. the start of the Work on a Tme and Material Basis, the Contractor .shall .provide, the applicable.
. labour and Equipment rates not already submitted to.the Contrad Administrator during the course of
such work.
.02 .Separatesummaries shall be'completed by the Contractor according to the standard fonn"Summary . .
for Payment of Accounts on a Tune ,and Material Basis", . Each summary shall include, the order
number and covering dates of the work and shall itemize separaleJy labour, Materials and Equipment
,Invoices for Materials, Rented Equipment and other charges incurred by the Contrador on the Work
on a Time and Material Basis shall be included witheachsumrnary.~..,."." '. .c...._c . .....
:03 Each rnonththeContractAdministrator will includewitb the.lTlQIIthly,p(OQress'PlIymell1,~cate, the
costs of the Work on a Tme and Material Basis inaJrred during the preceding month all in
. accordance with the contract administrative procedures and the Contrador's invoice of the Work on a
Tune and Material Basis.
.04 The final "SummarY for Payment of Accounts on a Time and Material Basis" shall be submitted by the
Contractor within 60 Days after the completion of the Work on a Time and Material Basis.
GC 8.02.05
Final Acceptance Certificate
.01 After the. acceptance of the Work .the Contract Administrator will issue the Final AcCeptance
Certificate, or, where applicable, after the Warranty Period has expired. The Final Acceptance
Certificate will not be issued until all known deficiencies have been adjusted or corrected, as the case
may be, and the Contractor has discharged all obligations under the Contract
OPS GeII8IIII Cond_ of Connc:t - Seplembor 11199
P~e 43
GC 8.02.06
Payment of Workers
.01 The Contractor shall, in addition to any fringe benefits, pay the workers employed on the Work in
accordance with the labour conditions set ou1 in the Contract and at intervals of not less than twice a
month.
.02 The Contractor shall require each Subcontractor doing any part of the Work to pay the workers
employed by the Subcontractor on the Work in accordance with paragraph GC 8.02.06.01.
.03 Where any person employed by the Contractor or any Subcontractor or other person on the Work is
paid less than the amount required to be paid under the Contract, the Owner may set off monies in
accordance with clause GC 8.02.03.11, Owne~s Set-Off.
GC 8.02.07
Records
.01 The Contractor shall maintain and keep aocurate Records relating to the Work, Changes in the Work,
Extra Work and claims arising therefrom. Such Records shall be of sufficient detail to support the
total cost of the Work, Changes in the Work, and Extra Work. The Contractor shall preserve all such
original Records until 12 months after the Final Acceptance Certificate is issued or until all claims
have been settled, whichever is longer. The Contractor shall require that Subcontractors employed
by the Contractor preserve all original Records pertaining to the Work, Changes in the Work, Extra
Work and claims arising therefrom for a similar period of time.
.02 If. in the opinion of the Contract Administrator, Daily Work Records are required, such records shall
report the labour and Equipment employed and the Material used on any specific portion of the Work.
The Dally Work Records shan be reconciled with and signed by the Contracto~s representative each
day.
.03 The Owner may inspect and audit the Contracto~s Records relating to the Work, Extra Work and
Changes in the Work at any time during the period of the Contract The Contractor shall supply .
certified copies of any part of its Records required whenever requested by the Owner.
GC 8.02.08
Taxes and Duties
.01 Where a change in Canadian Federal or Provincial taxes occurs after the date of tender closing for
this Contract, and this change could not have been anticipated at the time of bidding, the Owner will
increase or decrease Contract payments to account for the exact amount of tax change involved.
.02 Claims for compensation for additional tax cost shall be submitted by the Contractor to the Contract
Administrator on forms provided by the Contract Administrator to the Contractor. Such claims for
additional tax costs shall be submitted not less than 30 Days after the date of Final Acceptance.
.03 Where the Contractor benefits from a change in Canadian Federal or Provincial taxes. the Contractor
shall submit to the Contract Administrator, on forms provided by the Contract Administrator, a
statement of such benefits. This statement shall be submitted not later than 30 Days after Final
Acceptance.
.04 Changes in Canadian Federal or Provincial taxes which impact upon commodities, which when left in
. place form part of the finished Work, or the provision of services, where such servioes form part of the
Work and where the manufacture or supply of such commodities or the provision of such servioes is
carried ou1 by the Contractor or a Subcontractor, are subject to a claim or benefit as detailed above.
Services in the latter context means the supply and operation of equipment, the provision of labour
and the supply of commodities, which do not form part of the Work.
P_44
OPS. Gener8I Conditions 01 Contract. September 1999
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GC 8.02.09
Liquidated Damages
.01 When ~quidated damages are specified in the Contract and the Contractor fails to complete the Worl<
in accordance with the Contract. the Contractor shall pay such amounts as are specified in the
Contract Documents.
OPS Genel1l' Concll\lone at Contract. SepCembef 11199
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