HomeMy WebLinkAbout2008-103
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 2008-103
Being a By-law to authorize a contract between the
Corporation of the Municipality of Clarington and Cobourg
Development Services, Cobourg, Ontario for the Mearns
Avenue and Concession Road 3 Reconstruction.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS
FOLLOWS:
1. THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the
Corporation of the Municipality of Clarington and seal with the Corporation Seal, a
contract between, Cobourg Development Services, Cobourg, 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 9th day of June, 2008.
By-law read a third time and finally passed this 9th day of June, 2008.
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rflilro..
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-- - ~ . -
. -~~ - - ~ - --
C. nn ' ei1tr( .-.~:Ufy Clerk
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CORPORATION OF
THE MUNICIPALITY OF CLARINGTON
MEARNS A VENUE AND CONCESSION ROAD 3
RECONSTRUCTION, BOWMANVILLE
CONTRACT NO. CL2008-12
April 2008
~~
archi"tects
planners
TSH No. 12-29602/12-29689
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AGREEMENT
THIS AGREEMENT made in quadruplicate
BETWEEN: COBOURG DEVELOPMENT SERVICES LTD.
of the County of Northumberland 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 ail necessary machinery, tools,
equipment, supplies, labour, and other means of construction and, to the satisfaction of the Engineer, to do all
the work as described hereafter, furnish all the materials except as herein otherwise specified, and to complete
such works in strict accordance with the plans, specifications and tender therefore, all of which are to be read
herewith and form part of this present agreement as fully and completely to all intents and purposes as though
all the stipulations thereof have been embodied herein.
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DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS
Mearns Avenue and Concession Road 3 Reconstruction, Bowmanville, Contract No. CL2008-I2
Addendum No. I dated May 5, 2008
Addendum No.2 dated May 6,2008
A. TENDER FORM: General
Itemized Bid
Bonds
Schedule of Tender Data
B. STANDARD TERMS AND CONDITIONS
C. SCHEDULE'C'-CONTRACTORSAFETY
D. INSTRUCTIONS TO TENDERERS
E. SPECIAL PROVISIONS - GENERAL
F. SPECIAL PROVISIONS - TENDER ITEMS
G. DESIGN GUIDELINES
H. STANDARD DRAWINGS
I. PLANS: Drawings No. 1-26,EI,E2,L1-L7andW-ItoW-3
J. STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition of the following Ontario Provincial Standard Specifications, Region of Durham Standard
Specifications revised May 2005 and Municipality ofClarington Design Guidelines and Standard
Specifications - 2004.
OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 405 Nov. 2005 507 Nov. 2005 571 Nov. 2007
128 Current 407 Nov. 2007 510 Nov. 2006 572 Nov. 2003
201 Nov. 2007 408 Nov. 2007 511 Nov. 2004 577 Nov. 2006
206 Nov. 2000 409 Nov. 2005 514 Nov. 2005 604 Nov. 2004
310 Nov. 2004 410 Nov. 2006 516 Nov. 2005 609 Aor. 2003
312 ADr. 2004 421 Nov. 2007 532 June 1991 614 Sent. 1984
314 Nov. 2004 501 Nov. 2005 540 Apf. 2007 615 Nov. 2007
330 Mav 1994 503 Nov. 2005 552 Nov. 2002 617 Nov. 2005
351 Nov. 2005 504 Nov. 2005 559 Nov. 2007
353 Nov. 2006 506 Nov. 2005 570 Nov. 2007
K. GEOTECHNICAL INVESTIGATION
1.. GENERAL CONDITIONS: OPS General Conditions of Contract (November 2006)
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 October 17, 2008.
IN CONSIDERATION WHEREOF said party of the second part agrees to pay to the
Contractor for all work done, the unit prices on the Tender.
This agreement shall enure to the benefit of and be binding upon the heirs, executors,
administrators and assigns of the Contractor and on the heirs and successors 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: COBOURG DEVELOPMENT SERVICES LTD.
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in the presence of )
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-_~)t~'-r~. y/
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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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Date
P:\Dept 12\12-29689\Specs\CL2008-12-AGR.doc
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CONTRACT NO. CL2008-12
MUNICIPALITY OF CLARINGTON
MEARNS A VENUE AND CONCESSION ROAD 3 RECONSTRUCTION
ADDENDUM NO.2
Contractors are hereby advised of the following modifications to Contract No. CL2008-12
ITEMIZED BID
Item No. A35
Item No. C32 b) -
In the "Quantity" column strike out "3" and replace with" 1"
In the "Quantity" column strike out "3" and replace with "7"
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
May 6, 2008
P:\DeplI2\12-29689\SpecsIADD 2.doc
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",..'
CONTRACT NO. CL2008-12
MUNICIPALITY OF CLARINGTON
MEARNS AVENUE AND CONCESSION ROAD 3 RECONSTRUCTION
ADDENDUM NO.1
Contractors are hereby advised of the following modifications to Contract No. CL2008-12
ITEMIZED BID
Item No. AI8
Item No. A20
Item No. A21
Item No. A40
Item No. A47 j) -
Item No. C32 a) -
Item No. C32 b) -
Item No. C32 c) -
In the "Quantity" column strike out "21" and replace with "20"
Strike out Item as it is hereby deleted
In the "Quantity" column strike out "4" and replace with "5"
In the "Quantity" column strike out "50" and replace with "600"
In the "Quantity" column strike out "3" and replace with "9"
In the "Quantity" column strike out ''9'' and replace with "4"
In the "Quantity" column strike out "7" and replace with "3"
In the "Quantity" column add "6"
STANDARD DRAWINGS
The Standard Drawing TSH-I references drawing OPSD 972.130 (Fence, Chain Link) and this reference drawing
shall be replaced with "C-50l (1.8 ml1.2 m Chain-Link Fence)" as included in the Contract Documents.
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
5 13 Division Street
Cobourg, Ontario K9A 5G6
May 5, 2008
P:\Dept 12\12-29689\SpecsIADD l.doc
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PROJECT:
AUTHORITY:
CONTRACT ADMINISTRATOR:
TENDERER:
TENDERS RECEIVED BY:
P:lDep! 12\12-29689\Specs\2%89- TF(SignDocs).doc
TENDER FOR CONTRACT NO. CL2008-\2
MEARNS A VENUE AND CONCESSION ROAD 3
RECONSTRUCTION, BOWMANVILLE
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
TOTTEN SIMS HUBICKI ASSOCIATES
ENGINEERS, ARCHITECTS and PLANNERS
513 DNISIONSTREET
COBOURG, ONTARIO. K9A 5G6
Telephone: 905-372-2\2\ Fax: 905-372-362\
Cobourg Development Services Ltd.
Name
P.O. Box 997
Cobcurg. Ontario K9A 4W4
Address (include Postal Code)
Te\: 905-372-4848 Fax: 905-372-5036
Telephone and Fax Numbers
John Revns
Name of Person Signing
President
Position of Person Signing
Ms. Patti Barrie, Clerk
Corporation of tbe Municipality of Clarington
40 Temperance Street
Bowmanville, Ontario
LlC 3A6
Page I of 15 pages
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TENDER CONTRACf NO. CLZOO8-12
To: The Mayor and Members of Council
Corporation of the Municipality of Clarington
Re: Contract No. CL2008-12
Mearns A venue and Concession Road 3 Reconstruction,
Bowmanville
Dear Mayor and Members of Council:
The Contractor has carefully examined the Plans, Provisions, Specifications and Conditions described herein as
part of the work to be done under this Contract. The Contractor understands and accepts the said Plans,
Provisions, Specifications and Conditions, and, for the prices set forth in this Tender, hereby offers to furnish all
machinery, tools, apparatus and other means of construction, furnish all materials, except as otherwise specified in
the Contract, and to complete the work in strict accordance with the said Plans, Provisions, Specifications and
Conditions.
The Contractor understands and accepts that the quantities shown are approximate only, and are subject to
increase, decrease, or deletion entirely 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 15 pages
I ITEMIZED 81]) CONTRACT NO. CL2008-12
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the won: specified for
Contract No. CL2008-12 for the following unit prices.
I Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(P) Plan Quantity Payment Item
RMOCS Regional Municipality of Durham Construction Specifications
I MOC Municipality of Clarington Design Guidelines and Standard Drawings
I PART 'A': MEARNS AVENUE - ROADWORKS AND STORM SEWERS
Al 201 Site Preparation LS 2,410.29
I SP, MaC
A2 201 Clearing and Grubbing LS 10,698.15
I SP, MaC
A3 206 Earth Excavation (Grading) l 6,100 8.06 49,166.00
m
SP, MaC (P)
I A4 310,31 I Hot Mix H.L.-3 t 75 126.65 9,498.75
SP, MOC
A5 310 Hot Mix H.L.-8 t 2,750 66.63 183,232.50
I SP, Mac
A6 314 Granular 'A' t 5,300 15.29 81,037.00
SP, MaC
I A7 314 Granular 'B', Type I t 1,500 8.63 12,945.00
SP, MaC
A8 330 In-place Full Depth Reclamation of 2 9,100 L08 9,828.00
m
I SP Bituminous Pavement and
Underlying Granular
I A9 351 Concrete in Sidewalk m2 3,165 49.15 155,559.75
SP, MaC
AIO 353 Concrete Curb and Gutter (All m 2,310 38.22 88,288.20
I SP, MaC Types)
All 312 45' Asphalt Outlet (OPSD 605.020) ea I 316.62 316.62
SP
I AI2 405 100 mm Dia. Perforated Plastic Pipe m 2,130 8.57 18,254.10
SP, MaC Subdrain with Geotextile C-301
I A13 410 200 mm Dia. PVC DR 35 Storm m 175 296.91 51,959.25
SP, MaC Sewer
AI4 410 250 mm Dia. PVC DR 35 Storm m 45 218.63 9,838.35
I SP, Mac Sewer
AI5 410 300 mm Dia. CP Storm Sewer, Class m 155 240.80 37,324.00
SP, MaC 100-D
I AI6 410 450 mm Dia. CP Storm Sewer, Class m 190 395.49 75,143.10
SP, MaC 100-D
AI7 410 Connect to Existing Storm Sewer ea 18 358.08 6,445.44
I SP, MaC
AI8 407 600 mm x 600 mm Precast ea 20 1,682.50 33,650.00
SP, Mac Catch basin (C-I 04, apSD 400.0 I 0)
I
Page 3 of 15 pages
I ITEMIZED BID CONTRACT NO. CLZOO8-12
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2008-12 for the following unit prices.
I Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(P) Plan Quantity Payment Item
RMDCS Regional Municipality of Durham Construction Specifications
I MOC Municipality of Claringlon Design Guidelines and Standard Drawings
I A19 407 600 mm X 1200 mm Precast Twin ea 4 2,523.47 10,093.88
SP, MOC Inlet Catchbasin (C-I05, OPSD
400.010)
I ~ 40+ 609 HUB n. 699 HHB Preeast CsaeFete eft + Deleted
8P, MOC Ditelt IBlet (OPSD 711s-{J311)
I A21 407 1200 mm Dia. Precast Maintenance ea 5 3,712.69 18,563.45
SP,MOC Hole(C-IOI)
A22 407 1500 mm Dia. Precast Maintenance ea I 6,333.94 6,333.94
I SP, MOC Ho]e (C-102)
A23 SP Headwall with Grate LS 2,495.94
I A24 408 Adjusting Catchbasins and ea 14 185.95 2,603.30
SP, MOC Maintenance Holes
I A25 408 Rebui]d Existing Maintenance Holes ea 8 609.36 4,874.88
SP, MOC
A26 42] Extend Culvert - 750 mm Dia. Plain, m 20 324.4 ] 6,488.20
I SP Galvanized CSP, Gauge 2.0 mm,
Riveted
I A27 421 1,030 mm span x 740 mm rise Plain, m 3] 655.3 ] 20,3]4.6]
SP, MOC Galvanized CSPA, Gauge 2.0 mm,
Riveted
I A28 501 Water for Compaction and Dust 3 400 ]5.87 6,348.00
m
Suppression
I A29 506 Calcium Chloride Flake kg 6,500 1.10 7,150.00
A30 510 Sawcutting Asphalt Pavement m 75 3.85 288.75
I SP
A3] 510 Removal of Sidewalk 2 50 ]0.46 523.00
m
SP
I A32 510 Removal of Curb and Gutter m 140 7.25 ],0]5.00
SP
A33 510 Concrete Plug Abandoned Storm ea ] 3]6.52 3]6.52
I SP Sewer
A34 510 Removal of Culverts and Sewers m 136 5.52 750.72
I SP
A35 407,510 Salvage and Reinstallation of ea J 950.36 950.36
SP Existing Ditch ]nlets
I Page 4 of 15 pages
I ITEMIZED BID CONTRACT NO. CL2008-12
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2008-12 for the following unit prices.
I Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(P) Plan Quantity Payment Item
RMDCS Regional Municipality of Durham Construction Specifications
I MOC Municipality of elaringlon Design Guidelines and Standard Drawings
I A36 510 Removal and Disposal of Existing ea 452.19 452.19
Ditch Inlet
I A37 SP Rebench Existing Storm Sewer ea 2 361.55 723.10
Maintenance Hole
A38 570 Topsoil (Imported) m2 10,050 2.48 24,924.00
I SP, MOC
A39 571 Sod (Nursery, Unstaked) m2 10,000 2.86 28,600.00
SP, MOC
I A40 571 Sod (Nursery, Staked) 2 600 2.97 1,782.00
m
SP, MOC
A41 SP T eITa Seeding 2 9,000 2.37 21,330.00
m
I
A42 SP a) EcoBlanket m2 1,150 5.34 6,141.00
I b) EcoBerm m 100 16.52 1,652.00
A43 511 Rip-Rap on Geotextile m2 40 46.98 1,879.20
I SP
A44 532 Pavement Markings - Traffic Paint
SP, MOC a) IOOmmWidth-YellowCentre 1,135 1.76 1,997.60
I m
Line
b) 600 mm Stop Bars m 25 13.22 330.50
I c) Traffic Symbols - Railway "X" ea 2 110.13 220.26
A45 507 Provisional Item LS 10,000.00
I SP, MOC Miscellaneous Works
A46 SP, MOC Provisional Item m3 40 58.34 2,333.60
I H.L.-8 Blend Clear Stone Bedding
with Geotextile
A47 SP Supply and Installation of Plant
I Material
a) Acer campeslre (Hedge ea 8 335.90 2,687.20
I Maple), 50 mm WB
b) Acer fremanii 'Marmo' (Marmo ea 6 357.92 2,147.52
Maple), 60 mm WB
I c) Acer saccharum 'Green ea 6 363.43 2,180.58
Mountain' (Green Mountain
I Sugar Maple), 60 mm WB
Page 5 of 15 pages
I ITEMIZED BID CONTRACT NO. CUOO8-12
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2008-12 for the following unit prices.
I Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(PI Plan Quantity Payment Item
RMDCS Regional Municipality of Durham Construction Specifications
I MOC Municipality of Clarington Design Guidelines and Standard Drawings
I d) Cornus racemosa std. (Gray ea 6 363.43 2,180.58
Dogwood Tree Form), 50 mm
WB
I e) Corylus colurna (Turkish Hazel) ea 6 335.90 2,015.40
60 mm WB
t) Crataegus crus-galli 'Inermis' ea 10 330.39 3,303.90
I (Thornless Cockspur
Hawthorne), 50 mm WB
I g) G]editsia triacanthos 'SkYline' ea 6 335.90 2,0]5.40
(Skyline Locust), 60 mm WB
h) Quercus rubra (Red Oak), ea 6 435.02 2,610.]2
I 60 mm WB
i) Tilia cordata 'Greenspire' ea 6 379.95 2,279.70
I (Greenspire Linden), 60 mm
WB
") Picea pungens 'Fat Albert' (Fat ea 9 484.57 4,361.13
I Albert Spruce), 200 cm BB
A48 577 Erosion and Sediment Control
I SP Measures
a) Provisional Item ea 4 ]50.65 602.60
Straw Bale Flow Check (OPSD
I 2]9.]80)
b) Rock Flow Check (V-Ditch) ea 5 358.]9 ],790.95
I (OPSD 219.210)
c) Light Duty Silt Fence (OPSD m ],200 13.28 ] 5,936.00
219.] 10)
I A49 SP Provisional Item ea 4 120.52 482.08
Excavate for Utility/Granu]ar Fill
Verification
I A50 SP Asphalt Cement Price Adjustment LS 15,000.00
Allowance
I A51 565 Tree Protection m 100 13.3] 1,331.00
SP
A52 SP Supply and Install Maze Barriers and LS 10,123.]7
I Chain Link Fence
A53 540 Fencing:
I a) Highway Fence m 42 16.52 693.84
Page 6 of 15 pages
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ITEMIZED BID
CONTRACT NO. CUOO8-12
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2008-12 for the following unit prices.
Spec. No.
SP
(P)
RMDCS
MOC
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
Regional Municipality of Durham Construction Specifications
Municipality of Clarington Design Guidelines and Standard Drawings
Total Part 'A' (Carried to Summary) 1,099,769.81
PART 'B': MEARNS AVENUE - W ATERMAlN AND APPURTENANCES
1.13 RMDSS Adjustments to Existing Utilities
SP
1.13.01 Adjust Watennain Valve Box ea 5 80.43 402.15
1.13.16 Adjust Water Service Box ea I 55.44 55.44
3.01 RMDSS Pipe (Not Including Restoration)
SP
3.01.04 300 mm Dia. PVC m 23 320.42 7,369.66
3.01.30 Connection to Existing 300 mm LS 250.59
W.M. at Sta. 2+728.7
3.03 RMDSS Valves
SP
3.03.04 300 mm Gate Valve and Box as per ea 2,888.77 2,888.77
S-408
3.04 RMDSS Hydrants
SP
3.04.01 Hydrant Sets as Per S-409 ea 2 4,384.25 8,768.50
3.04.05 Remove Existing Hydrant ea 2 265.22 530.44
3.06 RMDSS Test Points
SP
3.06.01 19 mm Dia. Test Point as per S-429 ea 1,373.53 1,373.53
Total Part 'B' (carried to Summary) 21,639.08
PART 'C': CONCESSION ROAD 3 - ROADWORKS AND STORM SEWERS
CI 201 Site Preparation LS 1,205.15
SP, MOC
C2 201 Clearing and Grubbing LS 10,046.44
SP, MOC
Page 7 of 15 pages
I ITEMIZED BID CONTRACT NO. CL2008-12
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2008-12 for the following unit prices.
I Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(Pl Plan Quantity Payment Item
RMDCS Regional Municipality of Durham Constru<:tion Specifications
I MOC Municipality of Clarington Design Guidelines and Standard Drawings
I C3 206 Earth Excavation (Grading) 3 12,200 8.39 102,358.00
m
SP, Mac (P)
I C4 310 a) Hot Mix HL-8 t 1,200 66.63 79,956.00
SP, MOC
b) Hot Mix H.L.-3 t 5 126.65 633.25
I C5 314 Granular 'A' t 2,800 15.29 42,812.00
SP, MOC
I C6 314 Granular 'B', Type I t 5,900 8.63 50,917.00
SP, MOC
C7 351 Concrete in Sidewalk m2 750 49.15 36,862.50
I SP, MOC
C8 353 Concrete Curb and Gutter (All m 925 38.22 35,353.50
SP, MOC Types)
I C9 312 450 Asphalt Outlet (OPSD 605.020) ea 3 275.33 825.99
SP
I CIO 405 100 mm Dia. Perforated Plastic Pipe m 670 8.57 5,741.90
SP, MOC Subdrain with Geotextile C-301
ClI 410 200 mm Dia. PVC DR 35 Storm m 70 108.07 7,564.90
I SP, Mac Sewer
CI2 410 250 mm Dia. PVC DR 35 Storm m 10 116.92 1,169.20
I SP, MOC Sewer
CI3 410 300 mm Dia. CP Storm Sewer, Class m 275 192.37 52,901.75
SP, MOC 100-D
I C14 407 600 mm x 600 mm Precast ea 8 1,401.41 11,211.28
SP, Mac Catchbasin (C-104, OPSD 400.010)
I CIS 407 1200 mm Dia. Precast Maintenance ea 6 3,941.01 23,646.06
SP, MOC Hole (C-101)
I C16 407 600 mm x 1200 mm Precast ea 1 2,959.03 2,959.03
SP, MOC Concrete Ditch Inlet (OPSD
705.040)
I CI7 421 600 mm Dia. Plain, Galvanized CSP m 17 486.08 8,263.36
SP Culvert, Gauge 2.0 mm, Riveted
C18 501 Water for Compaction and Dust 3 600 15.87 9,522.00
I m
Suppression
C19 506 Calcium Chloride Flake kg 3,000 1.10 3,300.00
I Page 8 of 15 pages
I ITEMIZED BID CONTRACT NO. CUOO8-12
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2008-12 for the following unit prices.
I Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(Pl Plan Quantity Payment Item
RMDCS Regional Municipality of Durham Construction Specifications
I MOC Municipality of Clarington Design Guidelines and Standard Drawings
I c) Quercus macrocarpa (Bur
Oak), 60 mm WB
I d) Picea glauca (White Spruce), ea 9 3,072.60
200 cm WB
e) Picea pungens 'Fat Albert' (Fat ea 3 484.57 1,453.71
I Albert Spruce), 200 cm BB
C33 SP Provisional Item ea 4 241.03 964.12
I Excavate for Utility Verification
C34 SP Asphalt Cement Price Adjustment LS 7,500.00
Allowance
I C35 577 Erosion and Sediment Control
SP Measures
I a) Provisional Item ea 4 150.65 602.60
Straw Bale Flow Check
(OPSD 219.180)
I b) Light Duty Silt Fence Barrier m 300 13.28 3,984.00
(OPSD 219.110)
I c) Rock Flow Check (V -ditch) ea 4 358.03 1,432.12
(OPSD 219.210)
C36 552 Steel Beam Guiderail with Channel m 99 147.57 14,609.43
I SP - Wood Post
C37 559 Guiderail End T reatrnent - Extruder ea 2 4,184.95 8,369.90
SP
I Total Part 'C' (Carried to Summary) 611,283.91
I PART'D': CONCESSION ROAD NO.3 - W ATERMAIN AND APPURTENANCES
1.13 RMDSS Adjustments to Existing Utilities
SP
I 1.13.01 Adjust Watermain Valve Box ea 2 80.75 161.50
I 3.01 RMDSS Pipe (Not Including Restoration)
SP
3.01.02 150 mm Dia. PVC m 18 176.64 3,179.52
I 3.01.04 300 mm Dia. PVC m 182 174.52 31,762.64
I Page 10 of15 pages
I ITEMIZED BID CONTRACT NO. CU008-12
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2008-12 for the following unit prices.
Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
I SP Refers to Special Provisions
(P) Plan Quantity Payment Item
RMDCS Regional Municipality of Durham Construction Specifications
I MOC Municipality ofClarington Design Guidelines and Standard Drawings
I 3.01.31 Connection to Existing 150 mm LS 498.83
W.M. at Sta. 4+676
I 3.01.32 Connection to Existing 150 mm LS 856.90
W.M. at Sta. 4+855
3.03 RMDSS Valves
I SP
3.03.02 150 mm Gate Valve and Box as per ea 1,246.00 1,246.00
S-408
I 3.03.04 300 mm Gate Valve and Box as per ea 2 2,888.76 5,777.52
S-408
I 3.04 RMDSS Hydrants
SP
3.04.03 Temporary Flushing Hydrant ea 1,524.05 1,524.05
I 3.04.011 New Hydrant with Storz Pumper ea I 4,384.27 4,384.27
Nozzle as Per S-409
I 3.04.051 Remove Existing Hydrant ea 156.16 156.16
I 3.05 RMDSS Provisional Item
SP Services (Not Including
Restoration)
I 3.05.01 19 mm Main Stop ea 589.73 589.73
3.05.11 19 mm Dia. Copper Pipe m 5 104.89 524.45
I
3.06 RMDSS Test Points
I SP
3.06.02 50 mm Dia. Test Point By-pass as ea 1,373.53 1,373.53
per S-429 (Modified)
I Total Part 'D' (Carried to Summary) 52,035.10
I PART'E': CONCESSION ROAD 3 - STREET LIGlITING
EI 604 Low Voltage Cables Aerial on m 1,010 6.64 6,706.40
Messenger Cable, #6 A WG Copper
I E2 604 Steel Messenger Cable, Aerial, 9 mm m 550 11.43 6,286.50
I Page II of 15 pages
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ITEMIZED BID
CONTRACT NO. CL2008-12
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2008-12 for the following unit prices.
Spec. No.
SP
(P)
RMDCS
MOC
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity PaymenlItem
Regional Municipality of Durham Construction Specifications
Municipality of Clarington Design Guidelines and Standard Drawings
.
E3 609 Ground Wires
SP a) #6 A WG Insulated m 550 6.64 3,652.00
b) #6 A WG Bare m 6 26.27 157.62
E4 609 Ground Electrodes ea 4 121.14 484.56
SP
E5 614 Supply 'A' and Connection ea 2,121.10 2,121.10
SP
E6 615 Guy Anchors ea 2 462.88 925.76
E7 617 Roadway Luminaires and Bracket ea II 685.01 7,535.11
SP Assemblies
a) 200W HPS Luminaire, 2.4 m
Bracket
Total Part 'E' (Carried to Summary) 27,869.05
PART 'F': GENERAL ITEMS
8.01 RMDCS Contract Administrators Field
SP Office
8.01.01 Supply and Maintain Field Office LS 6,375.41
8.02 RMDCS Contractor Documentation
SP
8.02.01 Bonds, Insurance and Maintenance LS 31,350.00
Security
8.03 RMDSS Mobilization and Traffic Control
SP
8.03.01 Mobilization and Demobilization LS 4,859.30
8.05 RMDSS Surveys and Monitoring
SP
8.05.01 Pre-Condition Survey LS 10,462.37
Total Part 'F' (Carried to Summary) 53,047.08
Page 12 of 15 pages
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ITEMIZED BID
CONTRACT NO. CUOO8-12
In accordance with the first paragraph ofthis Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2008-12 for the following unit prices.
Spec. No.
SP
(P)
RMDCS
MOC
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment !tern
Regional Municipality of Durham Construction Specifications
Municipality of Clarington Design Guidelines and Standard Drawings
SUMMARY -
Total Part 'A' - Mearns Ave. - Roadworks and Storm Sewers
Total Part 'B' - Mearns Ave. - Watermain and Appurtenances
Total Part 'C' - Cone. Road 3 - Roadworks and Storm Sewers
Total Part 'D' - Cone. Road 3 - Watermain and Appurtenances
Total Part 'E' - Cone. Road 3 - Streetlighting
Total Part 'F' - General Items
1,099,769.81
21,639.08
611,283.91
52,035.10
27,869.05
53,047.08
Tenderer's GST Registration No. 101038214
P:\Dept 12\I2-29689\Specs\{29689. Item.Bid(SignDocs).xls)Sign Docs
Page 13 of/5 pages
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AGREEMENT TO BOND (to be eomoleted bv Boodiol!: Comoaov)
CONTRACT NO. CL2008-12
Bond No.: SSG8314861-22
WE, the Undersigned, HEREBY AGREE to become bound as Surety for
Cobourl! Development Services Limited
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.CL2008-12 is accepted by the Authority.
IT IS A CONDmON 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 A ward, otherwise the Agreement shall be null and void.
DATED AT Toronto
7"
2008
this
day of
Mav
The Dominion of Canada General Insurance ComDanv
Name of Bonding Company
SteDhanie Lonl!inov
Signature of Authorized Person
Signing for Bonding Company
(BONDING COMPANY SEAL)
Attornev-in-Fact
Position
(This Form shall be completed and attached to the Tender Submitted).
Page 14 of 15 pages
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SCHEDULE OF TENDER DATA
CONTRACT NO. CUOO8-12
The work specified in the Contract shall be performed in strict accordance with the following Schedule:
A. TENDER FORM: General Pages I and 2
Itemized Bid Pages 3 to 13
Agreement to Bond Page 14
Schedule of Tender Data Page 15
B. STANDARD TERMS AND CONDITIONS Pages I to 9
C. SCHEDULE 'c' -CONTRACTOR SAFETY Pages I to 8
D. INSTRUCTIONS TO TENDERERS Pages I to 6
E. SPECIAL PROVISIONS - GENERAL Pages I to 18
F. SPECIAL PROVISIONS - TENDER ITEMS Pages I to 31
G. DESIGN GUIDELINES
H. STANDARD DRAWINGS
I. PLANS: Drawings No. I - 26, EI, E2, LI - L7 and W-I to W-3
J. STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition of the following Ontario Provincial Standard Specifications, Region of Durham Standard
Specifications revised May 2005 and Municipality of Clarington Design Guidelines and Standard
Specifications - 2004.
OPSS No. Date OPSS No. Daw OPss No. Daw OPSS No. Daw
127 Current 405 Nov. 2005 507 Nov. 2005 571 Nov. 2007
128 Current 407 Nov. 2007 5\0 Nov. 2006 572 Nov. 2003
20\ Nov. 2007 408 Nov. 2007 5\1 Nov. 2004 577 Nov. 2006
206 Nov. 2000 409 Nov. 2005 514 Nov. 2005 604 Nov. 2004
3\0 Nov. 2004 4\0 Nov. 2006 5\6 Nov. 2005 609 Apr. 2003
3\2 Apr. 2004 42\ Nov. 2007 532 June 199\ 6\4 Sept. \984
3\4 Nov. 2004 501 Nov. 2005 540 Apr. 2007 615 Nov. 2007
330 May \994 503 Nov. 2005 552 Nov. 2002 6\7 Nov. 2005
351 Nov. 2005 504 Nov. 2005 559 Nov. 2007
353 Nov. 2006 506 Nov. 2005 570 Nov. 2007
K. GEOTECHNICAL INVESTIGATION
L. GENERAL CONDmONS: OPS General Conditions of Contract (November 2006)
The Contractor, by this tender, offers to complete the work ofthis Contract in strict accordance with the terms
contained herein.
The bidder certifies that it has met all of its obligations to comply with the Provincial Retail Sales Tax
requirements, so that it is able to do business in Ontario.
Yes
x
No
By my/our signature hereunder, I/we hereby identiJy this as the Schedule of Tender Data, Plaits and SpeCifications,
ili -
for Contract No. CL2008-12, executed by me/us bearing date the ~ day of May 2OQ1! and we have fully read
all related documents to tender data as listed above. .'
/f#~
NAME OF FIRM ~ourg Development Services Ltd.
SIGNATURE:
PosmON
f>Fe~ident
(COMPANY SEAL)
Privacy I...e2"islatioD
Federal legislation governs the collection and use of personal information from individuals. We represent and warrant to the owner that we have obtained the
CONSENT of any and all employees whose personal infonnation we have supplied to the owner in this tender. This personal information, which includes, but
is not limited to, the employees' names, education, work and project histoly, professional designations and qualifications. This CONSENT permits the owner
to disclose this personal information to the Engineer (owner or agent) for the purpose of evaluating our bid. In the event that the tender is successful, this
personal information may also be used in project administration, for contact purposes.
This is Page 15 of 15 Pages to be submitted as the Tender Submission for Contract No. CL2008-12.
v-
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2008-12
STANDARD TERMS AND CONDITIONS
P:\Depl12\12_296891Specsl296Il9-T&C.doc
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STANDARD TERMS AND CONDITIONS
1
The Municipality of Clarington' s "Standard Terms and Conditions" shall apply to this Contract
except where noted below.
. Clause 8 of the "Standard Terms and conditions" shall be superceded by Clause 9,
"Payments" of the "Special Provisions - General" Section of the Contract.
. Clause 15 of the "Standard Terms and conditions" shall be superceded by Clause 2,
"Guaranteed Maintenance" of the "Special Provisions - General" Section of the
Con~t .
. Clause 16 of the "Standard Terms and Conditions" is not applicable to this Contract.
. Clause 23 of the "Standard Terms and Conditions" shall be superceded by Clause
6.03.02 of the OPS General Conditions of Contract (November 2006) which requires a
$5,000,000.00 liability coverage.
. Clause 26 of the "Standard Terms and Conditions" shall be superceded by Clause 20,
"Workplace Hazardous Materials Information System (WHMIS)" of the "Special
Provisions - General" Section of the Con~t..
STANDARD TERMS AND CONDmONS
2
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1. DEFINITIONS
Municipality - The Corporation or the Mul\icipalily of CIaringIon, its suocessors and assigns.
Bidder - The person, finn or corporation submitting a bid \0 the Municipality.
Company - The person, con\Jac\or, inn or COIporation \0 whom the Municipality has awarded the
cOllbact, its'ICCeSSOIS and as$igns. .
Contract - The pun:hase order authorizing the company \0 pertonn the work, purchase order
alterations, the document and addenda, the bid, and surely.
Subcontractor - A person, inn or corporation having a conbacl with the company for, or any part of,
the worl<.
Document - The document(s) issued by the Municipalily in response \0 which bids are invited to
pelform the work in accordance with the specifications contained in the document.
Bid - An offer by a Bidder in response to the doaJment issued by the Municipality.
Work - AI labour, materials, products, articles, fixtures, services, supplies, and acts required to be
done, furnished or perfonned by the company, which are subject to the Contract.
2. SUBMISSION OF BID
Bid invitation shall be in accordance with the Municipality of Clarington Purchasing By-law II2Q06.
127 and will apply for the catting, receiving, and opening or bids. The Municipality wiD be responsible
for evaluating bids, awarding and administering the contract in accordance with the Purchasing By-
law.
The bid must be submitted on the form(s) and in the envelope supplied by the Municipality unless
olherNise provided herein. The envelope must not be ~ by any outside Wt"8ppings, i.e. courier
envelopes or other coverings.
The bid must be signed by a designated signing officer or the Bidder.
II a joint bid is submitted, ~ must be signed on behalf of each or the Bidders.
The bid must be legible, written in ink, or typewritten. Any form of erasure, strikeout or o_'wtiting
must be initialed by the Bidder's authorized signing officer.
The bid must not be resbicled by a covering letter, a statement added, or by atterations to the
document unless olherNise provided herein.
Failure to return the document or invitation may resutt in the removal 01 the Bidder from the
Municipality's biddel's list. .
A bid received after the dosing date and lime win not be considered and will be returned, unopened.
Should a dispute arise from the terms and conditions or any part or the contract. regarding meaning,
intent or ambiguity, the decision or the Municipality shall be final.
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STANDARD TERMS AND CONDITIONS
3
3. CONTRACT
The eu.......t conslsls oflhe documents aforementioned.
The contract and pof\ions lhereof take precedence in lhe onIer in which they are named above,
nolwithstanding lhe chronological order in which they are issued or exeaJted.
The intent of lhe contract is lhallhe Company shall supply work which is' fit and suitable for lhe
Municipality's intended use and complete for a partiaJar purpose.
None of lhe conditions 00llWi1ed in the Bidde(s standard or general conditions of sale shall be of
any effect unless mcplicilIy agreed to by lhe Municipality and specifically referred to in the pun:hase
order.
4. ClARIFICATION OF 1liE OOCUMENT
Any darification of the document required by the Bidder prior 10 submisskJn of its bid shall be
requested through lhe Municipaity's con1act Idenlified in the doaJment. Any such darificalion so
given shall not in any way aIler the document and in no case shall oral arrangements be considered.
Every notice, advice or olher communication pertaining thereto will be in lhe fonn of a wriIlen
addendum.
No officer, agent or employee of the MunicipaIily is authorized to aRer oraDy any portion of lhe
document.
5. PROOF OF ABILITY
The bidder may be required to show, in terrns of experience and faciIiIies, evidence of its ability, as
well as lhal of any proposed subcontractor, to pedomJ lhe work by the specified delivery date.
6. DELIVERY
Unless olhefwise slated,lhe work specified in lhe bid shall be delivered or completely pedomJed by
the Company as soon as possille and in any event within the period set out herein as lhe
guaranteed period of delivery or completion after receipl of a pun:hase order therefor.
A detailed delivery ticket or piece laUy, showing the exact quantity of goods, malelials, aIlicIes or
equipment, shall acoompany each delivery lhereof. Receiving by a foreperson, storekeeper or olher
such receiver shal not bind lhe Municipality to acoepIlhe work covered thereby, or the partiaJIars of
the delivery ticket or piece taUy lhereof.
WOI1< shan be subject to further inspection and approval by the MuniQpality.
The Company shaH be responsible for arranging lhe work so lhal completion shan be as specified in
the contract.
Time shall be oflhe essence of the contract.
7. PRICING
Prices shall be in Canadian Funds, quoted separately for each Rem stipulated, F.O.B. destination.
Prices shall be firm for the duration of the contract.
Prices bid must include aU incidental costs and.lhe Company shaH be deemed to be satisfied as to
lhe full requirements of the bid. No claims for extra work wit be entertained and any additional wol1<
must be authorized in wnting prior to commencement. Should the Company require more
information or clarification on any point. R must be obtained prior to the submission of the bid.
Payment shall be full compensation for an costs related to the work, induding operating and
overhead costs to provide woI1< to the satisfaction of the Municipality.
STANDARD TERMS AND CONDITIONS
4
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1
AD prices quoted shall include applicable customs duty, excise tax, freight, insurance, and all other
charges of every kind attribuIable to the work. Goods and Selvioes Tax and Provincial Sales Tax
shan be extra and not shown, unless olhelwise specified herein.
If the Bidder intends to rnmufaclure or fabricate lIiI1Y p.t of the WOIl< outside of Canada, ~ shall
arrange b shipping procedures so that b agent or ~ in Canada is the importer of
record for customs purposes.
Should lIiI1Y adcitional tax, duty or lIiI1Y variationilllil1Y tax or duty be imposed by the Government of
Canada or the Province of Ontario become direcIIy applicable to WOlk specified in this document
subsequent to b submission by the Bidder and before the delivery of the WOlk covered thereby
pursuant to a purchase Older issued by the Municipality appropriate increase or deaease in the
price of WOlk shaD be made to compensate for such chenges as of the effective date thereof.
8. TERMS OF PAYMENT
Where required by the Construction Lien Ad. appropriate monies may be held back until 60 days
after the cornpIetion of the work.
Payments made hereunder, including final payment shal not relieve the company from b
obligations or liabilities under the conlIacl.
Acceptance by the company of the final payment shaD constitute a waiver of daims by the company
against the Municipalily, except those previously made in writing in llCllOIdance ~ the conlIacl and
stiD unsettled.
The Municipalily shall have the right to withhold from any sum othetwise payable to the company
such amount as may be sufficient to remedy lIiI1Y defect or deficiency in the WOlk, pending correction
on.
Payment may be made 30 days after deIivefy pursuant to the Bidder submitting an invoice, contrad
requirements being completed and work being deemed satisfactory.
9. PATENTS AND COPYRIGHTS
The company shall, at ~s expense, defend all claims, actions or proceedings against the Municipality
based on any aIegations that the work or any part of the work constitutes an infringement of any
patent, copyright or other proprietary right, and shaD pay to the Municipality all costs, damages,
charges and expenses, induding b lawyers' fees on a solicitor and his own cIienl basis occasioned
to the Municipality by reason thereof.
The company shall pay al royalties and patent Ilcense fees required for the work.
If the WOlk or any part thereof is in any action or proceeding held to constitute an infJingement, the
company shall ~ either secure for the Municipality the right to continue using the WOlk or shall
at the company's expense, replace the infringing work~ non-infringing WOlk or modify ~ so that
the work no longer infringes.
10. ALTERNATES
Any opinion with regard to the use of a proposed alternate detennined by the Municipafoty shall be
final. Any bid proposing an aUemate wiD not be considered unless otherwise specified herein.
11. EQUIVAlENCY
Any opinion determined by the Municipaldy ~ respect to equivalency shaD be final.
12. ASSIGNMENT AND SUBCONTRACTING
The company shall not assign or subcontract the conlIacl or any portion thereof without the prior
written consent of the Municipalily.
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STANDARD TERMS AND CONDITIONS
5
13. FINANCING INFORMATION REQUIRED OF THE COMPANY
The Municipality is entitled 10 request of the Company 10 furnish Rl8SOl1abIe evidence \hat financial
ammgements have been made to flAfin the Company's obligations under the Contl8Ct.
14. LAWS AND REGUlATIONS
The company shall comply with relevant Federal, Provincial and Municipal slatutes. regulationS and
by-laws peI1aining to the WOlk and its perfonnanc:e. The company shall be responsible for ensuring
similar compliance by suppliers and subcolltraclolS.
The contract shall be governed by and interpreted in acamIanoe with the laws of the Province of
Ontario.
15. CORRECTION OF DEFECTS
If at any time prior to one year after the aduat delivery date or compIelion of the WOfl< (or specified
warrantylguaranlee 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 lXllllIac:l, the company. upon request, shall make good every such defect,
deficiency or faiure without cost to the Municipality. The company shall pay all transpoflation cosIs
for work both ways between the company's factory or repair depot and the point of use.
16. BID ACCEPTANCE
The Municipality reserves the righllo award by kern. or part thereof, groups of items, or paris
thereof. or all items of the bids and to award contrac:ts to one or more biddeIs submilIlng 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 seIVtld. No IiabiIily shall acaue to the
Municipality for its decision in this regard.
Bids shall be irrevocable for 90 <leys after the ofIiciaI closing time.
The placing in the mail or deIivefy 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 aoceptanoe of contract by the Municipality to
the extent described in the notice of award.
17. DEFAULT BY COMPANY
a. If the company: commits any act of bankruptcy; or if a receiver is appointed on account of
its insolvency or in respect of any of its properly; or if the company makes a general
assignment for the benefit of its <:re<fitors; then, in any such case, the Municipality may,
without notice: tenninaIe 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 skUI and diligenoe; or assigns or StJbIets the contract or any portion
thereof without the Municipality's prior _en 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 e>Cpiration of
ten days from the date of _en notice to the company. terminate the contracl
c. Any termination of the contract by the Municipality, as aforesaid, shall be without prejudice
10 any other righls or remedies the Municipality may have and without incurring any liability
whatsoever in respect thereto.
STANDARD TERMS AND CONDmONS
6
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d. lfthe Municipality terminates the contracl, it is entitled to:
i) take possession of an WOfk in progress, materials and construclion equipment
then at the projed site (at no addilionat charge for the retention or use of !he
construclion equipment), and firish the work by whatever means the Municipality
may deem appropriate under the cireumstances;
bl wiIhhoId any further payments to the company until the completion of the work
and the expiry of all ollIigations under the Conedion of Defects section;
iO recover fiom the company loss, damage and expense incurred by the Municipality
by reason of the company's derauIt (which may be deducted fiom any monies due
or becoming due to the COtlojlllol)', any balance to be paid by the company to the
Municipality).
18. CONTRACT CANCEUATlON
The Municipality shal have the right, which may be exercised from time to time, to cancel any
uncompleted or unpetfonned portion of the work or part thereof. In the event of such c:ancelIation,
the Municipality and the Company may negotiate a setUement. The Municipality shall not be liable to
the Company for loss of anticipated profit on the cancelled portion or portions of the work.
19. QUANTITIES
Unless olhelwise specified herein, quantities are shown as approximate, are not guaranteed to be
accurate, are furnished without any liabilily on behalf of the Municipality and shall be used as a basis
for comparison only.
Payment will be by the unit complete at the bid price on actual quantities deemed acceptable by the
Municipality.
20. SAMPLES
Upon request, samples must be submitted strictly in accordance with instructions. If samples are
requested subsequent to opening of bids, they shaU be deti_ed within three (3) working days
following such request, unless additional time is granted. Samples must be submitted free of charge
and will be returned at the biddel's expense, upon request, provided they have not been destroyed
by tests, or are not required for comparison purposes.
The acceptance of samples by the Municipaity shall be at its sole discretion and any such
acceptance shaD in no way be construed to imply relief of the company from its obligations under the
contract.
Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where
applicable.
21. SURETY
The successful tenderer shall, if the Municipality in its absolute disaetion so desires, be required to
satisfy surety requirements by providing a deposit in the form of a certified cheque, bank draB 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 satislaclory evidence is provided that an liabilities incurred by the company in carrying out
the work have expired or have been satisfied and that a Certificate of Clearance from the WSIB _
Workplace Safety Insurance Board has been received.
The company shal~ iflhe Municipality in its absolute disaetion so desires, be required to satisfy
fidelity bonding requirements by providing such bonding in an amount and form detennined by the
Municipality.
Failure to furnish required surety within two weel<s 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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STANDARD TERMS AND CONDITIONS
7
22. WORKPlACE SAFETY AND INSURANCE BOARD
AI of the Conbac:to(s pIlISGr.-leI must be covered by the insurance plan under the Workplace Safety
and Insurance Ad, 1997, or must pIUIIide an ideldificalio" m.mber from \he WSIB verifying their status
as an "Indepelldent Opefator". Upon request by the Municipally, an ariginat l.etIerof Good Slanding
from the Workplace Safety and Insurance Board shall be pnMded prior to the CXlrMleIlCelIle of
work indic:aling all payments by the Company to the board have been made. Prior to final psymenl. a
Celflficate of CleaollOMr must be issued i"'11 all payments by the Company to the Board in
conjunction with the subject ConlJad have been made and thai the Mullicij..a1ilj will not be liable to
the BoanI for fuIln psymenls in conneclion with the Company's IulfiIment of the contract. Further
Cel1ificates of CIeaI8IlCe or other types of oertificales shall be pnMded upon request.
For Independent oonlractors / Owners / Operators who do not have WSIB coverage, the following
shaH be provided upon request by the Calling Agency:
Single Independent Contractors / Owners / OpeIatora shatI provide a letter from the Workplace
Safety & InsuIance BoanI confinnlng independent opendor status and identification number. To
obtain this, contracIors must complele the fonn "Oetem1ining workerIlndepelldent Operator status",
issued by the WOI1<place Safety & Insurance Board. (For more information, please contacl your
local Workplace Safety & Insumnce Board Oftice and refer to this clause.)
Single Independent Contrado../ Owners / Operalols must also proIIide a certilicate from the
Wori<pIace Safety & IIlSUI8I'lCe Board confirming they have pun:hased the optional WSIB coverage.
The Municipality of Clarington has the right to reject any bid ~ deems to provide insufficient coverage.
23. INSURANCE
The company shall mainlain and pay for ~ GeneIaI UabiIiIy insurance including
premises and all operations. This inswance coverage shall be subject to limits of not less than
$3,000,000.00 inclusive per occurrence for 1hinl party Bodiy InjuIy and Property Damage or such
other coverage or amount as may be requested.
The policy shall include the Municipality as an additional insureds in respect of all operations
perfonned by or on behalf of the Company. A cer1ified copy of such policy or certilicate shall be
provided to the municipaliIy prior to convnencement of the work. Further certified copies shall be
plOIIided upon request
24. lIABlUTY
The company agrees to defend, fully indemnifY and save harmless the Municipality from al actions,
suits, claims, demands, losses, costs, charges and expenses wltalsoever for au diunage or injury
including death to any person and all damage to any properly which may arise drecIly or indirecCIy
by reason of a requirement of the conlJact, save and except for damage caused by the negligence of
the MunicipaJjty or its employees.
The Company agrees to defend, fully indemnify and save hannless the Municipalily from any and all
charges, fines, penaUies and costs that may be inalfTed or paid by the Municipality if the Municipality
or any of iI$ employees shall be made a party to any charge under the Occupationat HeaIIh and
Safety Act in relation to any violation of the Act arising out of this conlJact.
25. VISITING THE SITE
The Company shall carefuIy examine the site and existing building and services affecting the proper
exeadion of the work, and obtain a clear and comprehensive knowledge of the existing conditions.
No dairn for extra payment will be allowed for work or dilIiaJIties encountered due to oondilions of
the sije which were visible or reasonably inferable, prior to the date of submission of Tenders.
Bidders shall accept sole responsibility for any enor or neglect on their part in this respect.
STANDARD TERMS AND CONDITIONS
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26. SAFETY
The Company shaI obey all Federal. Provincial and Municipal Laws, Ad, Ordinances, ReglMtions.
Orders-ln-Councll and By-laws, which could in any way pertain to \he work outlined in the Contract
or to the Employees of the Company.
Without limimg the generaIily of the foregoing. lhe ~y shaI satisfy all statutOI)' requiIemenls
imposed by the Oco ~ HeelIh and Safely Ad and Regulations made thereunder. on a
contraclor, a Constructor and/or Employer with respect to or arising out of the perfonnance of the
Company's obligations under this Contract.
The Company shaD be aware of and conform to at gowming regulations including those established
by the Municipality relating to errq>loyee health and safety. The Company shall keep employees and
subcon1ractors infom1ed of such regulations.
The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied
Hazardous Materials.
27. UNPAID ACCOUNTS
The company shaD indemnify the Municipality from at claims arising out of unpaid accounts relating
to the work. The Municipality shaD have the right at any lime to tequire satislaclory 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 tiens. attachments, claims, demands. charges or other encumbrances.
28. SUSPENSION OF WORK
The Municipality may, without invalidating the conbact, suspend perlormance by the company from
time to time of any part or aD of the work for such reasonable period of lime as the Municipality may
determine.
The resumption and completion of work after the suspension shaD be governed by the schedule
established by the Municipality.
29. CHANGES IN THE WORK
The Municipality may, without invalidating the contract. direct the Company to make changes to the
work. When a change causes an increase or deaease in the work. the contract price shal be
inaeased or deaeased by the appIicaIion of unK prices to the quantum of such increase or
deaease. or in the absence of applicable uM prices. by an amount to be agreed upon belween the
Municipality and the Company. AU such changes shall be in writing and approved by the
Municipality.
30. CONFLICT OF INTEREST
No employee or member of CouncIl of the MunicipaIily shall sell goods or services to the Municipality
in accordance with the Municipality of CIaringlon Policy or have a direct or indirect interest in a
Company or own a Company which sels goods or services to the Municipality.
31. MUNICIPAL FREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT (MFIPPAI
All correspondence. documentation, and information provided to staff of the Municipality of CIaringlon
by every offerer, including the submission of proposals. shal become the property of the Municipality,
and as such, is subject to the Municipal Freedom of Information and Protection of Privacy Ad, and
may be subject to release pursuant to the Ad.
Offerers are reminded to idenliIy in their pcoposal material any Specific scientific. technical,
commercial, proprietary. or similar ronfidentiaI information. the disclosure of which could cause them
injufy. Complete proposals are not to be i<Ieodified as c:onfidential.
32. CRIMiNAl BACKGROUND CHECKS
"The successful service provider covenants and agrees to provide the Municipality of Clarington, or
such other entity as the Municipality may designate. with written consent to perform a criminal
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STANDARD TERMS AND CONDITIONS
9
background che<:k including Criminal Code (Canada) ClOIlVidionS. pardoned sexual 01l1l1lC86.
I'llCOfds or convic::lions under lhe ConIroIIed Drugs and SubsIances I>d. NllICOtics ConlroI Ad and
Food and Drugs Ad and aI ouIstar1ca1g WM'8flls and chaIges for eveJy incividuaI who may come
into direct contract with youth or who are permitted entrance 10 private or resIIicled _ or
residences. This will be done at no cosllo lhe Municipality and any such requested dowment will
be submitted to lhe Mooicipality in its true form in advance of ~ of work.
The Municipal issued identification earn must be worn when individuals are at a site where there is
direct contact with youth or where access 10 any private or restrlcled area is anlic:ipeted. The
Municipal identification caId is valid for lhe lenn of lhe contract only or a one year lenn, whichever
comes first. Under the terms allhe contract. the Municipeity has lhe sole and unfe.....d dlsaetiul1
to prohibit an individual from coming into direct contact with youth or 1lI1le(wog a private or ,etillu.d
area on a regular ba&is and 10 terminate lhe contract if lhe bidder/paf1ner fails 10 obtain Of renew
the Municipal ide.llifiwtio.l calds according 10 Municipal policy and procedure.
The Municipality of Clarington reserves lhe right to cancel and/or suspend the contract immediately
and unilaterally and wilhout penalty 10 the Municipality should Ihe service provider fai 10 provide
the required documentation or oIherwise adhere 10 lhis procedure. "The Chief AdmiuisbdGve
Officer has the final say in determining any final action:
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CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
CONTRACT NO. CLl008-12
SCHEDULE 'c'
P:\DeplI2\12-29689\SpecsICL-5cl1cdu1e (Q-doc
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SCHEDULE (C)
CONTRACTOR SAFETY
1
POUCY AND PROCEDURE
POLICY:
ContradOfS and Sub-contradors 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 Contrador under the Occupational Health and Safety
Ad. Safety performance will be a consideration in the awarding of contracI. Under the
Occupational Health and Safety Ad (Section 23 (1), (2)), it is the constructor's
responsibility to ensure that:
.
the measures and procedures prescribed by the Occupational Health and Safety
Ad and the Regulations are carried out on the oroiect;
.
every employer and every worker performing work on the Droiect complies with
the Occupational Health and Safety Ad and the Regulations (under the Ad); and
.
the health and safety of workers on the oroied is proteded.
.
Where so prescribed, a construdor shall, before commencing any work on a
projed, give to a Diredor notice in writing of the projed containing such
information as may be prescribed.
DEFINITIONS:
Contractor - any individual or firm engaged by the Municipality to do work on behalf of
the Municipality.
Project - means a construdion projed, whether public or private, including,
. the construction of a building, bridge, strudure, 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, dud or well, or any combination thereof,
. the moving of a building or strudure, and
. any work or undertaking, or any lands or appurtenances used in connection with
construction.
Construction - includes eredion, alteration, repair, dismantling, demolition, strudural
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 connedion with a projed.
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SCHEDULE (C
CONTRACTOR SAFETY
POUCY AND PROCEDURE Continued...
Constructor - means a person who undertakes a project for an owner and includes an
owner who undertakes an or part of a project by himself or by more than one employer.
Project Manager - means the municipal management representative who has
responsibility for a contract.
PROCEDURE:
The following items are required before any CoOtractors are hired by the Municipality.
a) Before beginning a project, the project manager or delegate must determine
whether any designated substance~rdous materials are (or will be) present
at the site and prepare a list of all these substances.
b) The project manager or delegate must include. as part of the request for
tender/quotations, a copy of the above-mentioned list. The list of designated
substanceslhazardous materials must be provided to all prospective constructors
and/or contractors.
c) The request for tender/quotations will require prospective contractors to include a
list of the designated substances/hazardous materials that will be brought onto
the work site and material safety data sheets.
d) Before awarding a contract, contractor(s) will be required to complete and sign
the Health and Safety Practice Form (Schedule "A"). The Purchasing Office will
maintain all contractors safety performance records.
e) As part of the tender/quotation conditions. before award of a contract. the
contractor will be required to provide proof that all workers involved with the
project have the proper WHMIS training, as required by the Occupational Health
and Safety Act.
f) As part of the tender/quotation conditions. before award of a contract, the
contractor must provide details of their Health and Safety program.
g) The project manager or delegate must provide the successful contractor with a
workplace orientation, which will include, but not limited to identifying known
potential hazards, hazardous material inventory and material safety data sheets
for the sites. A workplace orientation/Job Safety Instruction Checklist to be
completed (see Compliance page 9).
h) Before the start of the assignment. the following documentation will be provided
to the successful contractor, by the project manager or delegate.
i) Copies of the Municipal Corporate Health and Safety Program
ii) Departmental health and safety policies
iii) Workplace procedures regarding health and safety practices.
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SCHEDULE (C)
CONTRACTOR SAFETY
3
POLICY AND PROCEDURE Continued...
i) The contractor has the responsibility to provide any and all prescribed personal
protective equipment for their own workers, to include as a minimum but not
limited to hard hats and safety boots. If a worker(s) fails to comply with any
program, policy, rule or request regarding health and safety, that person(s) is not
allowed on the site until the person(s) complies.
j) The Municiparrty will retain the right to document contractors for aU 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 .wiU 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, anclfor if the contractor creates an unacceptable
health and safety hazard. Written warnings and/or stop work order$ can be given
to contractors using Contractor Health and Safety Warning/Stop Work Order
Form (Schedule "S'l
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.
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEPURE Continued...
HEALTH AND SAFETY PRACnCE FORM
To Contractor(s):
The Municipality of Clarington is committed to a healthy and safe working environment for all
workers. To ensure the Municipal workplace is a healthy and safe working environment,
contractors, constructors and subcontractors must have knowledge of and operate in
compliance with the Occupational Health and Safety Act and any other legislation pertaining to
employee health and safety.
In order to evaluate your company's health and safety experience, please provide the
accidentlincident and/or Workplace Safety and Insurance Board (WSIB) information noted
below. where applicable.
. The New Experimental Experience Rating'(NEER)
_ The WSIB experience rating system for non-construction rate groups
.............................................................................................
. The Council Amended Draft #7 (CAD-7) Rating
_ The WSIB experience rating system for construction rate groups
.............................................................................................
. Injury frequency performance for the last two years
_ This may be avaUable from the contractor's trade association
.............................................................................................
. Has the contractor received any Ministry of Labour warnings or orders in the last two
years? (If the answer is yes, please include the infraction).
. Confirmation of Independent Operator Status
_ The WSIB independent operator number assigned:
(Bidders to include the letter confirming this status and number from WSIB with their bid
submission.)
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SCHEDULE (C)
CONTRACTOR SAFETY
5
POLICY AND PROCEDURE Continued...
CONTRACTOR'S STATEMENT OF RESPONSIBILITY
As a contractor working for the Municipality of Clarington, IIWe wiR comply with all
procedures and requirements of the Occupational Heafth and Safety Act, Municipal
safety policies, department and site specific policies and procedures and oIher
applicable legislation or regulations. l/we will work safely with skill and care so as 10
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 10 time, and
aU Regulations thereunder (the' Ac/"); and
b) have sufficient knowledge and training to perform all matters required
pursuant to this contractltender safely and in compliance with the Act.
2. In the performance of all matters required pursuant to this contractJtender, the
contractor/successful tenderer shall,
a) act safely and comply in aU 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 plIpOse of inspection to determine compliance with this contractorltender.
5.
No act or omission by any representative of the Municipality shall be deemed to
be an assumption of any of the duties or obligations of the contractor/successful
tenderer or any of its subcontractors under the Act.
6.
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 contractltender;
6
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SCHEDULE (C)
CONTRACTOR SAFETY
POUCY 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 contractltender; and
c) from any and all charges, fines, penatties, 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 contractltender.
.... ..C.o..8<,R.>!?!? ...[).!P.JFhP.f!t!}.RlP.I.:.. ~ffl.I/..<.c.~..I;f:])... ... ....,Ja/l;JlI....REtlIJIS............ ....
Contractor Name of Person Signing for Contractor
.................~..~............................................~....I.rR....A.~.r
Signature 1contfactor fl . Date
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7
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER
The purpose of this form is to: (Issuer to check one of the following)
Provide warning to the contractor to immediately discontinue the unsafe woll< practice
described below
Direct the contractor to immediately cease all wall< being performed under this contract
due to the unsafe wor1< practice described below.
FAILURE TO COMPLY WITH THIS WARNINGlSTOP 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)
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SCHEDULE (C) I
CONTRACTOR SAFETY
DATE & TIME OF INFRACTION: I
DESCRIPTION OF INFRACTION INCLUDING LOCATION: I
I
ORDER GIVEN BY MUNICIPAliTY: I
I
DID THE CONTRACTOR COMPLY WITH THIS ORDER?
I
DATE & TIME OF COMPLIANCE: I
ISSUED TO:
CONTRACTOR'S EMPLOYEE TITLE I
ISSUED BY:
MUNICIPAL EMPLOYEE, DEPARTMENT TITLE I
PART "CO - ADDITIONAl COMMENTS I
THIS SECTION IS TO BE USED INTERNAlLY TO RECORD ADDITIONAL COMMENTS I
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. CL2008-12
INSTRUCTIONS TO TENDERERS
P:\Dept 12\12-29689\Specs\29689-ITdoc
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INDEX
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2008-12
CLAUSE
SUBJECT
PAGE
I. GENERAL.............. ....... .......... ....... ....... .......... .............................................. ............. I
2. BLANK FORM OF TENDER .................................................. ................ .......................... 2
3. TENDER DEPOSITS................................................................. .......................... ........... 2
4. BONDS............................................. ......................................................... ................ 2
5. RIGHT TO ACCEPT OR REJECT TENDERS ........................................................................ 3
6. UNACCEPTABLE TENDERS................ ................ .............................................. ............. 3
7. ABILITY AND EXPERIENCE OF TENDERER...................................................................... 3
8. PROVINCIAL SALES TAX.......... .................................................................................... 3
9. GOODS AND SERVICES TAX (GST) .................................................................................3
10. EXECUTE CONTRACT DOCUMENTS ............................ ................. .................................. 3
II. COMMENCEMENT OF WORK ........................................................................................ 4
12. LOCATION........ ........ ...................................... ........................................................... 4
13. SOILS INFORMATION AND CROSS-SECTIONS .................................................................. 4
14. TENDERERS TO INVESTIGATE ...................................................................................... 4
15. INQUIRIES DURING TENDERING ... ............... ................................ .................................. 5
16. AWARD OF THE CONTRACT ......................................................................................... 5
17. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACT ADMINiSTRATOR............. 5
18. ADDENDA................................................................................................... ............... 5
19. UTILITIES..... ............................................................................................................. 5
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PAGE ONE
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2008-12
1.
GENERAL
SEALED Tenders plainly marked "Contract No. CL2008-l2" will be received until:
2:00:00 P.M., LOCAL TIME, WEDNESDAY, MAY 7,2008
and shall be addressed to:
Ms. Patti Barrie, Clerk
Corporation of the Municipality of Clarington
40 Temperance Street
BowmanviJIe, Ontario
L1 C 3A6
Tenders must be time-stamped at the above noted location to be considered. Late submissions will
not be accepted and will be returned unopened without exception.
The use of the mail or courier services for delivery of a Tender will be at the risk of the Bidder.
The Tender must come into the possession of the above-mentioned representative of the
Municipality before the deadline for submission or the Tender wiJI be returned to the Bidder
unopened.
In the event that the Tender is hand delivered and is received past the deadline for submission,
the Tender envelope wiJI be time stamped and returned unopened to the deliverer immediately.
In the event that the Tender is received by a means other than 'in person' and is received past the
submission deadline, it will be time stamped and returned unopened by courier.
Note: Since Tenders must be submitted in a sealed envelope, submissions by facsimile or
electronic delivery, secured or otherwise, are.!!!!! acceptable.
The onus unequivocally remains with the Bidder to ensure that Tenders are delivered to the
Municipal Clerk, Clerks Office, 2nd Floor, before the deadline for submission, in accordance with
the submission instructions. Requests for adjustments to submitted Tenders by telephone, fax or
electronically wiJI not be considered.
The Municipality shall not be liable for any cost of preparation or presentation of Tenders, and all
Tenders and accompanying documents submitted by the Bidder become the property of the
Municipality and will not be returned. There will be no payment to Bidders for work related to and
materials supplied in the preparation, presentation and evaluation of any Tender, nor for the
Contract negotiations whether they are successfu I or unsuccessful.
The Municipality, its elected officials, employees and agents shall not be responsible for any
liabilities, costs, expenses, loss or damage incurred, sustained or suffered by any Bidder, prior or
subsequent to, or by reason of the acceptance, or non-acceptance by the Municipality of
any Tender, or by reason of any delay in the acceptance of any Tender.
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2008-12
2. BLANK FORM OF TENDER
One copy ofthe 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.
MiliililulbDep~it
. aequired .
$1,000.00
2,000.00
5,000.00
10,000.00
25,000.00
50,000.00
100,000.00
200,000.00
$ 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
500,000.01 to 1,000,000.00
1,000,000.01 to 2,000,000.00
2,000,000.01 and over
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.
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.
2.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CLlOO8-12
3.
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. PROVlNClALSALESTAX
Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this
Contract.
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.
10. EXECUTE CONTRACT DOCUMENTS
Tenders shall be open for acceptance for a period of 90 days after the closing date. After this
time the tender may only be accepted with the consent of the successful Tenderer.
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CUOO8-12
4.
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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.
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.
11. 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.
12. LOCATION
The work is located on Mearns Avenue from 80 m north of Apple Blossom Boulevard to
Concession Road 3 (1,590 m) and Concession Road 3 from 170 m west of Jollow Drive to
Mearns Avenue (520 m), Bowmanville, Municipality of Clarington.
13. SOILS INFORMATION AND CROSS-SECTIONS
Geotechnical investigations have been undertaken on behalf of the Municipality ofClarington.
The results provided are for infonnation 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".
Design cross-sections may be viewed for infonnation purposes at TSH Cobourg.
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 ofthe work.
It shall be the Contractor's responsibility to thoroughly inspect the site of the proposed works,
detennine the location of any buried or obstructing services and make satisfactory arrangements
for interference with such service with the proper jurisdictional agency.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2008-12
5.
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: Terry
Hoekstra, C.E.T. or Will McCrae, P. Eng.
16. AWARD OF THE CONTRACT
The award of this Contract is subject to the approval of the Municipality of Clarington.
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 ofClarington".
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 ofthe bid.
19. UTILITIES
Plans illustrating proposals for the relocation of utilities are available for inspection at the office
of the Contract Administrator.
For additional information regarding existing utilities the Contractor may contact the following
personnel:
Ms. Kimberly McLellan
Bell Canada
Tel: 905-433-3061
Mr. Jamie Rochford
Enbridge Consumers Gas
Tel: 1-4]6-758-7933
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2008-12
Ms. Cindy Ward
Roger Cable TV. Ltd.
Tel: 905-436-4138
Mr. Jim Hisson (Concession Road 3)
Hydro One
Tel: \-905-623-107\
Ext. 33\8
Mr. Peter Petriw (Mearns Avenue)
Veridian Connections
Tel: \-888-445-2881
Ed. 3252
Mr. David Lukianow
Canadian Pacific Railway
Tel: 905-803-5971
6.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2008-12
SPECIAL PROVISIONS - GENERAL
P:\Dept 12\l2-29689\Specs\29689-SPG.doc
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INDEX
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2008-12
CLAUSE
SUBJECT
PAGE
1. PLAN QUANTITY ITEMS ...................................................................................1
2. GUARANTEED MAINTENANCE.......................................................................... 1
3. CONTRACT TIME AND LIQUIDATED DAMAGES................................................... 1
4. CONTRACTORDS AUTHORIZED REPRESENTATIVE............................................... 2
5. OPS GENERAL CONDITIONS .............................................................................. 2
6. LAYOUT BY CONTRACTOR............................................................................... 2
7. RESTRICTIONS ON OPEN BURNING.................................................................... 3
8. RAILWAY REGULATIONS.................................................................................. 3
9. PAYMENTS ............ ............. ..... ................ ............... ........... ............ ................. 4
10. UTILITIES....................................................................................................... 5
11. HAUL ROADS. ........ ......... ......... .... ... ....... ........... .... ....... .... ....... ....... .............. ...6
12. DUST CONTROL ..............................................................................................6
13. TRAFFIC CONTROL, FLAGGING......................................................................... 7
14. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS ............................................ 7
15. MAINTENANCE OF TRAFFIC ............................................................................. 7
16. EMERGENCY AND MAINTENANCE MEASURES ................................................... 9
17. ENGINEERING FIELD OFFICE ............................................................................ 9
18. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL ...................................... 10
19. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES.... 10
20. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS).............. 11
21. SPILLS REPORTING ........................................................................................ 11
22. PROTECTION OF WATER QUALITy.................................................................. 12
23. TRAFFIC AND STREET SIGNS .......................................................................... 12
24. GARBAGE COLLECTION AND MAIL DELIVERY SERVICE .................................... 13
25. ASPHALT MIX DESIGNS.................................................................................. 13
26. AMENDMENT TO OPSS 1820; CONCRETE PIPE ................................................... 13
27. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES14
28. CONFINED SPACE ENTRy............................................................................... 14
29. ENTRY ONTO PRIVATE PROPERTy.................................................................. 15
30. STORAGE AREAS...... .............. ................. .............. .......................... .............. 15
31. GENERAL LIABILITY INSURANCE.................................................................... 15
32. CONSTRUCTION LIEN ACT ............................................................................. 15
33. PAYMENT ADJUSTMENT FOR CHANGES IN THE MINISTRY OF TRANSPORTATIONDS
PERFORMANCE GRADED ASPHALT CEMENT PRICE INDEX ................................ 16
34. VARIATIONS IN TENDER QUANTITIES.............................................................. 17
35. PROPERTY OWNERCS RELEASE OF PRIVATELY OWNED LAND USED BY THE
CONTRACTOR............................................................................................... 18
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PAGE ONE
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
1. PLAN QUANTITY ITEMS
Measurement for payment of the items designated (P) in the itemized bid is by plan quantity, as
may be revised by adjusted plan quantity.
2. GUARANTEED MAINTENANCE
Section GC7.16 ofthe 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, GC1.04 of the General Conditions is revised, in that Contract
Time means the time stipulated herein for Completion ofthe Work as defined in Clause
GC1.06.
(2) Progress of the Work and Contract Time
The Contractor shall accomplish completion of this Contract as defined in GC1.06 of the
General Conditions on or before October 17,2008.
If the Contract time above specified is not sufficient to permit completion of the work by the
Contractor working a normal number of hours each day or week on a single daylight shift basis,
it is expected that additional and/or augmented daylight shifts will be required throughout the
life of the Contract to the extent deemed necessary by the Contractor to insure that the work
will be completed within the Contract time specified. Any additional costs occasioned by
compliance with these provisions will be considered to be included in the prices bid for the
various items of work and no additional compensation will be allowed therefore.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CLlOO8-12
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 GC3.06 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 (51,000.00) as liquidated damages for each and every calendar day's delay in
achieving completion of the work beyond the date prescribed. It is agreed that this amount is
an estimate of the actual loss or damage to the Authority which will accrue during the period in
excess of the prescribed date for completion.
The Authority may deduct any amount under this paragraph from any moneys that may be due
or payable to the Contractor on any account whatsoever. The liquidated damages payable under
this paragraph are in addition to and without prejudice to any other remedy, action or other
alternative that may be available to the Authority.
4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE
Authorized representative as referenced in GC7.0 1.1 0 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, November 2006.
6. LAYOUT BY CONTRACTOR
Prior to the commencement of any construction layout, the Contractor shall verifY the vertical
accuracy of all temporary and permanent benchmarks and primary horizontal alignment control
shown on the Contract Drawings. The Contractor shall also perform random checks on all survey
control points and existing centre line road profiles. The Contractor shall provide a Summary
Report of all aforementioned checks made to the Contract Administrator prior to the
commencement of construction layout. Any discrepancies between the Contract Drawings and
field checks shall be reported immediately to the Contract Administrator.
The Contract Administrator shall provide construction layout information prior to construction
commencement.
Costs associated with field verification work undertaken by the Contractor shall be included in the
Contractor's tender bid.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
3.
7. RESTRICTIONS ON OPEN BURNING
Open fires will not be pennitted 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. RAILWAY REGULATIONS
The Contractor must maintain at all times the construction clearances required by the Railway
Company.
Insurance Requirements
During the tenn of the Contract and before any work is started, the Contractor shall effect and
maintain with Insurance Companies satisfactory to the Canadian Pacific Railway Company the
following liability insurances:
(I) Comprehensive Liability Policy
A Comprehensive Liability Policy naming as Insureds the Cootractor and Canadian Pacific
Railway Company including any of their employees, servants or agents agreeing to pay on
behalf of the Insureds all sums which the Insureds shall become obligated to pay by reason of
the liability imposed by law upon the Insureds for damage arising out of or in connection with
the Contract, including damages for care and loss of services, because of:
(a) bodily injury, sickness or disease, including death at any time resulting therefrom,
sustained by any persons or person and occurring during the Policy Period with limits of
not less than $100,000.00 for one person and $1,000,000.00 for anyone occurrence.
(b) damage to or destruction of property including loss of use thereof, caused by accident and
occurring during the Policy Period with limit of not less than $500,000.00 for anyone
accident.
The policy shall contain the following clause or one to like effect:
"Cross Liability This policy shall insure each person, finn or Corporation insured hereunder
in the same manner and to the same extent as if a separate policy had been issued to each, but
the inclusion herein of more than one Insured shall not operate to increase the limits of the
Insurance Company's Liability."
The policy shall be written so as to provide coverage for blasting and other special hazards,
where such hazards will be incidental to the Contract.
The Policy shall be written to cover all sub-contractors on the Contract.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CLZOO8-12
4.
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(2) Non-Owned Automobile Liability Policy
A Non-Owned Automobile Liability Policy providing substantial limits of insurance against
the risks of Bodily Injury and Property Damage.
(3) Automobile Third Party Liability Policy
An automobile Third Party Liability Policy providing substantial limits of insurance against
the risks of Bodily Injury and Property Damage.
Before the Commencement of Work the Contractor shall furnish the Canadian Pacific
Railway Company with a certified copy of his Comprehensive Liability Policy and a
Certificate of Insurance covering his Non-Owned Automobile Liability Policy and
Automobile Third Party Liability Policy.
Railwav Ooerations
Should the Canadian Pacific Railway Company be required to carry out any work or render
any services incidental to the Contract, then the main Contractor's Comprehensive Liability
Policy should be extended by endorsement along the following lines:
It is hereby understood and agreed that the coverage afforded the Canadian Pacific Railway
Company under this policy shall apply to any legal liability arising from work performed or
services rendered by the Railway Company incidental to
.................................................................................. (insert Authority letting Contract)
Contract with
........................................................... (insert name of
Contractor) covering .................................................
........................................ (insert description of project), including temporary support for or
diversion or relocation of the Railway in connection with this Contract.
Or a separate policy shall be provided to cover the Railway Company's operations incidental
to this Contract.
The Contractor shall file with the Authority together with his Performance Bond and Payment
Bond, two certified copies of an Insurance Policy, which is in full force and effect.
9. PAYMENTS
Except as herein provided, payments under this Contract will be made in accordance with Section
GC8.02.03 of the General Conditions.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
5.
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 10010 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.
As a condition of Progress Payment Certificate processing, the Contractor must provide a current
WSIB Clearance Certificate and a Statutory Declaration in support of each Progress Payment
Certificate.
All interim monthly certificates are not conclusive as to the value or quality of services provided
and payment certificates are subject to reopening and readjustment.
The Completion Payment Certificate to include release of the remaining holdback will be issued
within 120 days after the date for completion as specified under GC 1.06. The date for interest due
to late payment shall commence following 180 days after the date of completion ofthe work.
As a condition of the final holdback payment, the Contractor shall provide the required Property
Owner's Releases as specified elsewhere, as appropriate. Acceptance by the company of the final
holdback 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.
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.
10. UTILITIES
Sections GC2.0l and GC7.13 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 ofthis Contract.
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
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
6.
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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.
The Contractor should note the following relocation works:
. Hydro and Bell plant on the north side of Concession Road 3 shall be relocated. This work
shall occur concurrently with the proposed construction under this Contract. The existing poles
on Concession road 3 shall remain operational with aerial plant. The Contractor shall leave a
suitable earth quantity around the poles following rough grading until the permanent poles have
been installed. The remaining earth material shall be removed subsequent to the abandonment
of the original poles at no additional cost.
. Hydro and Bell plant on Mearns Avenue in isolated sections shall be relocated. It is anticipated
that this work shall be completed prior to the commencement of construction but may also occur
concurrently.
The Contractor shall be required to schedule activities with Canadian Pacific Railway in the
proximity of the railway crossing. Canadian Pacific Railway (or its agents) shall be installing 'Hi-
Rail' rubber pads at the railway crossing.
The Contractor shall note that compliance with the Ministry of Labour's separation by "Time and
Space" of separate Contractors working in the same general area, shall apply and shall require
coordination of utility activities of both parties by the Contractor.
11. 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.
12. 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 ofthe
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
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
7.
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.
13. 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.
14. 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, detour signage, etc., required on the work.
Traffic controls shall be provided in general accordance with the latest edition of the "OTM
Book 7".
A Traffic Control Plan indicating all traffic signage layout and types in a neat legible manner shall
be submitted for approval by the Contract Administrator a minimum of two weeks prior to
construction commencement and shall be in accordance with the latest edition of the "OTM
Book 7". Revisions to the Traffic Control Plan shall be made to reflect ongoing changes on the
project as needed and shall be approved by the Contract Administrator.
Traffic controls shall be operational before work affecting traffic begins.
TC-67 signs shall be supplied and erected by the Contractor at all street closure limits with
approved text as directed by the Contract Administrator.
15. MAINTENANCE OF TRAFFIC
The Contractor will be permitted to close Concession Road 3 to through traffic, from Liberty
Street to Mearns Avenue, to accommodate underground and surface improvements and will be
responsible for submitting a detour route for east-west traffic to by-pass Concession Road 3, for
approval by the Contract Administrator.
The Contractor shall provide access to Concession Road 3/Mearns A venue intersection between
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
8.
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Freeland Avenue, for the residents on Mearns Avenue north of Concession Road 3 (approximately
4 homes on a dead-end) at all times.
The Contractor will be permitted to close Mearns A venue to through traffic from Sprucewood
Avenue (north leg) to Freeland Avenue, concurrently with the Concession Road 3 closure to
distribute the required earth fill to Mearns A venue. Mearns A venue and Concession Road 3 may
only be closed to traffic once Concession Road 3, west of Mearns A venue, is available as an
alternate access. The intersection at Mearns A venue and Longworth A venue shall remain
operational to allow east-west passage for the residents east of Mearns Avenue. Construction shall
be completed in two (2) stages on Mearns A venue. The first stage shall require lower binder base
course asphalt and curb and gutter to be placed from Sprucewood Crescent (north leg) to
immediately north of Longworth Avenue (approximately 540 m in length) before proceeding
northerly. The second stage requirements will complete the section from Longworth Avenue to
Concession Road 3 (approximately 670 m in length).
The Contractor shall ensure 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 Contract limits and within the Contract limits.
The Contractor shall ensure the signing is properly maintained while in use. It shall be the
Contractor's responsibility to directly notify Police, Fire, Hospital and Ambulance services of road
closures at least 24 hours in advance of such closures and to notify these same authorities when
such closures are no longer in effect.
It is the Contractor's responsibility to provide draft advertisements for road closures to the
Municipality for review a minimum ofthree (3) weeks in advance of such closure. The newspaper
advertisement shall indicate the date of closing of the roadway and the length oftime 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.
It is the responsibility of the Contractor to visit the site to become familiar with existing traffic
volumes and patterns. No specific AADT (Average Annual Daily Traffic) is available at this time.
However, the Contractor shall take into consideration all traffic into and out of the job site area as
will occur during regular working hours.
No claims for delays due to traffic will be considered for compensation.
The Contractor shall be responsible for all detour signing outside the Contract limits.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
9.
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.
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.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
10.
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18. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL
The requirements ofOPSS 180 shall apply to this Contract, revised as follows:
.1 Section 180.oJ, 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 as Disposable Fill, shall be amended by
the addition of the following:
Recycled hot mix asphalt or excess bituminous pavement shall not be used as trench backfill
or bedding.
The Contractor shall be responsible for obtaining a copy of applicable Form Nos. OPSF 180-1,
OPSF 180-2, OPSF 180-3 and OPSF 180-4 and 180-5 for use where appropriate with respect to
disposal of excess material.
19. OCCUPATIONAL HEALTH AND SAFETY ACT 1991- DESIGNATED SUBSTANCES
In accordance with the requirements of Section 18a( I) 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
Isocynates No
Lead No
Mercury No
Silica No
Vinyl Chloride No
It is the responsibility of the Contractor to ensure that all sub-contractors performing work under
this Contract have received a copy ofthis specification, where Designated Substances are identified
as being present at the site of the work.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
11.
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, ofthe
location(s) proposed for disposal of Designated Substances. A copy of the notification shall be
provided to the Contract Administrator a minimum of two weeks in advance of work starting.
In the event that the Ministry of the Environment has concerns with any proposed disposal location,
further notification shall be provided until the Ministry ofthe Environment's concerns has 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 ofthe 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
spiIls or discharges and their adverse effects shall be as defined in the Environmental Protection
Act R.S.O. 1980.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
12.
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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.
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 of30 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 fueVpesticide 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.
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SPEClALPROVImONS-GENERAL
CONTRACT NO. CL2008-12
13.
24. GARBAGE COLLECTION AND MAIL DELIVERY SERVICE
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.
The Contractor shall coordinate the temporary relocations of rural mailboxes with Canada Post to
ensure consistent mail delivery service.
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.
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, of OPSS 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.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
14.
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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".
27. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED
SPACES
Clause GC7.01.07 of the OPS General Conditions of Contract is amended by the addition of the
following:
Detailed written procedures addressing the confined space requirements of the Occupational Health
and Safety Act and Ontario Regulations for Construction Projects, Ontario Regulation 213/91, shall
be clearly posted at the project site and available to all personnel, including the Contractor's
workers, Authority staff, Contract Administrator, and Ministry of Labour inspectors.
The procedures must include the rescue procedures to be followed during a rescue or evacuation of
all personnel from an unsafe condition or in the event of personal injury.
The Contractor shall have personnel trained in rescue procedures readily available on site.
28. CONFINED SPACE ENTRY
Without relieving the Contractor of his responsibilities under the Occupational Health and Safety
Act the Contractor shall be responsible for the supply of personal protective equipment for the use
of the Contract Administrator, in connection with confined space entry while the Contractor is
operating on site.
The following equipment shall be made available on request:
. Mechanical Ventilation Equipment
. Gloves
. Gas Detector (C95-80)
. Full body harness securely attached to a rope
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
15.
. 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.
In addition the Contractor shall provide a competent person who shall inspect all safety equipment
prior to use to ensure that it is in good working order and appropriate for the task at hand.
29. ENTRY ONTO PRIVATE PROPERTY
The Contractor shall not enter private property or property which is to be acquired to construct the
works without the prior consent of the Contract Administrator. This requirement will be strictly
enforced.
30. STORAGE AREAS
Clause GC7.03.0 1 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.
31. GENERAL LIABILITY INSURANCE
The Municipality of Clarington, Regional Municipality of Durham, Totten Sims Hubicki
Associates (1997) Limited and the Canadian Pacific Railway shall be named as additional
insureds.
32. CONSTRUCTION LIEN ACT
The Contractor shall give the Authority notice in writing, immediately, of all lien claims or
potential lien claims coming to the knowledge of the Contractor or his agents.
When a claim for lien is filed by a Subcontractor, labour or material supplier or equipment renter
acting under the Contractor, and proceedings are commenced by the Authority to vacate the lien,
the Contractor agrees and shall forthwith pay to the Authority, in addition to their reasonable legal
fees therefore, all interest costs and expenses incurred by the Authority and an additional sum equal
to ten percent (10%) of the sum found to be owing as liquidated damages, and such remedy shall be
in addition to any other remedy available to the Authority under the Contract Documents.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
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Where any lien claimant asks from the Authority the production for inspection of the Contract
Documents or the state ofthe accounts between the Authority and the Contractor, the Contractor
shall be liable for an administration fee of Two Hundred Dollars ($200.00) for each request made
as compensation for the preparation of such accounting or for the preparation of the Contract, or
both, as the case may be, and the Contractor acknowledges that such administrative fee shall be
properly deductible, if the Authority should so choose, from monies otherwise payable to the
Contractor under the terms of the Contract Documents.
Where an application is brought to a judge of a competent jurisdiction to compel production of any
particular document to a lien claimant, the Contractor further agrees to indemnify the Authority
from reasonable legal fees incurred in appearing on such an application and in addition agrees to
pay to the Authority its reasonable costs incurred in producing such documents to the extent that
the same is made necessary under the disposition of the matter by such judge, and the Contractor
further agrees that such reasonable costs and fees incurred by the Authority as stated herein may be
properly deductible from monies otherwise payable to the Contractor under the terms of the
Contract Documents.
33. PAYMENT ADJUSTMENT FOR CHANGES IN THE MINISTRY OF
TRANSPORTATION'S PERFORMANCE GRADED ASPHALT CEMENT PRICE INDEX
The Municipality ofClarington 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 ofthe 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:
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
17.
I. When Ip is greater than 1.10 ITa, the payment adjustment per tonne of asphalt cement is (lp _
1.10 ITa) and the Contractor receives additional compensation of:
P A = (Ip - 1.10 ITa) x quantity of new asphalt cement in tonnes
2. When Ip is less than 0.90 ITa, the payment adjustment per tonne of asphalt cement is (0.90
ITa - Ip) and the Owner receives a rebate of:
PA = (0.90 ITO- Ip) x quantity of new asphalt cement in tonnes
Where:
PA = 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 paving occurs
The quantity of new asphalt cement includes all grades of asphalt cement supplied by the
Contractor with and without polymer modifiers. For each month in which a payment adjustment
has been established, the quantity will be calculated using the hot mix quantity accepted into the
Work and its corresponding asphalt cement content as required by the job mix formula except for
mixes which contain reclaimed asphalt pavement.
For mixes which contain reclaimed asphalt pavement, the quantity of new asphalt cement will be
determined from the difference between the asphalt cement content required by the job mix
formula and the asphalt cement content of the reclaimed asphalt pavement incorporated into the
hot mix, as calculated by the Contract Administrator.
For mix containing a liquid anti-stripping additive, the quantity of anti-stripping additive will be
deducted from the quantity of new asphalt cement. No other deductions will be made for any other
additives.
For progress payment purposes, payment adjustments will be made on the monthly progress
payment certificates for the months in which hot mix paving occurs.
34. VARIATIONS IN TENDER QUANTITIES
Clause GC.8.01.02 (b) of the General Conditions of Contract is amended as follows:
The last sentence beginning "Alternatively" and ending "paid" is deleted and replaced by "The
Municipality shall not be liable to the Company for loss of anticipated profit".
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2008-12
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35. PROPERTY OWNER'S RELEASE OF PRIV ATEL Y OWNED LAND USED BY THE
CONTRACTOR
Upon completion of the Contract, the Contractor shall provide the Authority with two (2) copies of
a form of release signed by each property owner, upon whose land he has entered for purposes
associated with the Contractor's operations but not for the purpose of undertaking works stipulated
in the Contract:
Date.......................
To: Mr. A.S. Cannella, C.E.T., Director of Engineering Services
Corporation of the Municipality of Clarington
Municipal Administration Centre, 40 Temperance Street
BOWMANVILLE, Ontario LI C 3A6
Re: Contract No. CL2008-12
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. CL2008-12
SPECIAL PROVISIONS - TENDER ITEMS
P:\Dep.12\l2-29689\Specs\29689-SP-TLdoc
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PAGE ONE
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
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' AND 'c' - ROAD WORKS AND STORM SEWERS
SITE PREPARATION -ITEMS NO. Al AND Cl
Payment shall be made under these Items for the following work:
. Removal and disposal of wire fence, chain link fence, board fence, snow fence
. Removal and disposal of dead end barricade including steel beam guiderail
. Removal and disposal of wood posts
. Removal and salvage of mailboxes
. Removal and disposal of posts and 3 cable guiderail and anchor blocks
. Removal and disposal of boulders
. Removal and disposal of rip rap at culvert ends
. Relocate boulders
. Temporary relocation of rural mailboxes (approx. 6) including the construction of temporary supports
for mobility during construction.
Disposal sites shall be off site at locations arranged by the Contractor unless otherwise noted.
CLEARiNG AND GRUBBING - ITEMS NO. A2 AND C2
Under these Items and at the lump sum bid, the Contractor shall include for the removal of trees, shrubs,
stumps and vegetation (as shown on the drawings) and disposal off site.
The unit price shall include for cutting the existing cedar trees in 3 m (10') lengths and to be stockpiled on
the property (House No. 3090 Mearns Avenue, north of Concession Road 3), at a location specified by the
property owner from the clearing location at Sta. 4+647 to Sta. 4+876, Concession Road 3.
The unit price shall also include for the careful trimming of existing trees and bushes, as indicated on the
Contract Drawings, by qualified personnel, in proximity to proposed sidewalk locations.
EARTH EXCA V ATlON (GRADING) - ITEMS NO. A3 AND C3
Payment under this Item shall include:
. Removal and disposal of asphalt from Concession Road 3, Jollow Drive and Mearns Avenue north of
Concession Road 3.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
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. Removal and disposal of asphalt from entrances.
. Removal and disposal of excess material off site at a location arranged for by the Contractor.
. Transporting earth material from Concession Road 3 earth cuts to areas requiring fill on Mearns
A venue and managing all earth cut/fill operations throughout the project limits.
. Benching of earth slopes as per OPSD 208.01 O.
. Proof rolling of subgrade.
. Construction of swales/ditches at location shown on the drawings.
. Stripping of topsoil (estimated at 200 mm) in existing ditches on Mearns Avenue and Concession
Road 3.
. Excavation (excluding Sta. 2+000 to Sta. 2+140 - to receive full width excavation) below proposed
curb and gutter (both sides) on Mearns Avenue to install subdrain to a minimum depth of 0.3 m
below existing subgrade (earth) as per the typical sections in the Contract Drawings.
The Contractor should note that the existing asphalt on Mearns Avenue shall remain in place until all
major earth operations have been completed.
The estimated quantities under this Item are as follows:
Mearns Avenue
Earth cut 2,100 m3
Topsoil stripping 4.000 m3
Earth Excavation 6,100 m3
Fill required* 13,300 m3
Site deficit (-)7,200 m3
Concession Road 3
Earth cut 10,750 m3
Topsoil stripping 1.450 m3
Earth Excavation 12,200 m3
Fill required* 3,400 m3
Site surplus (+)8,800 m3
Disposal of material off site 1,600 m3
*
The Contractor should note that stripped material shall be used in areas not requiring structurally
sound earth material (i.e. behind sidewalks in future vegetated areas). These areas shall be identified
by the Contract Administrator on site.
Should it be required to remove deleterious material below theoretical subgrade, this quantity will be
measured and paid for by the cubic metre under this Item. The extent of this additional sub-excavation
will be agreed to on site with the Contract Administrator. Backfill for the sub-excavation shall be
Granular 'B', Type I under the appropriate Item, unless adverse drainage conditions are created (i.e. non-
draining depressions) whereas select native material shall be used.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
3.
HOT MIX H.L.-3 and H.L.-8-- ITEMS NO. A4, AS, C4 a) AND C4 b)
The Contractor shall supply all materials required for the proper execution of paving in accordance with
OPSS 310. Asphalt shall be PGAC 58-28 as a minimum.
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 for Items No. A5 and C4 shall include for the following:
. Forming asphalt barrier and asphalt infill at catchbasin and catchbasinlmaintenance hole locations.
. Construction of 80 mm step joints (min. 300 mm width) at limits of construction for mid-binder
asphalt placement.
. Forming of temporary asphalt ramps at limits of construction.
Section 310.09.01.03 ofOPSS 310, Hot Mix Asphalt Miscellaneous, is hereby deleted in that all costs
associated with the supply and placing of miscellaneous asphalt in entrances, boulevards, whether by
hand or machine, shall be included for payment under Items No. A4 and C4 b).
The following depths of asphalt shall apply:
. Mearns Avenue, 40 mm H.L.-3 (by others), 40 mm H.L.-8, 40 mm H.L.-8 (excluding north of
Concession Road 3)
. Mearns Avenue, north of Concession Road 3,40 mm H.L.-3 (by others), 50 mm H.L.-8
. Mearns Avenue, asphalt boulevard, 50 mm H.L.-3
. Concession Road 3, 40 mm H.L.-3 (by others), 40 mm H.L.-8, 40 mm H.L.-8
. Concession Road 3, taper at east limit, 50 mm H.L.-3
. Mearns Avenue, asphalt sidewalk, 50 mm H.L.-3
. Sprucewood Crescent, 40 mm H.L.-3 (by others), 40 mm H.L.-8, 40 mm H.L.-8
. Longworth Avenue, 40 mm H.L.-3 (by others), 40 mm H.L.-8, 40 mm H.L.-8
. Freeland Avenue, 40 mm H.L.-3 (by others), 40 mm H.L.-8, 40 mm H.L.-8
. Jollow Drive, 40 mm H.L.-3 (by others), 50 mm H.L.-8
. Existing asphalt entrances shall be reinstated with 50 mm H.L.-3
. Existing gravel entrances without concrete sidewalk - 2 m wide asphalt apron behind curb and gutter,
50 mm H.L.-3
. Existing gravel entrances with concrete sidewalk - 50 m H.L.-3 in boulevard
. Field entrances are not to be paved between curb and gutter and concrete sidewalk or future concrete
sidewalk
. Industrial entrances shall be reinstated with 40 mm H.L.-3 and 80 mm H.L.-8
The unit price for Items A5 and C4 shall include for cleaning lower binder base asphalt with a power
broom or other means capable of leaving a clean, dry surface free of dirt.
Note: 1. The Contractor is responsible for providing test samples.
2. No surface course asphalt will be placed on the road portion of this Contract.
3. The Contractors attention is drawn to Municipality of Clarington' s Design Guideline Section
900 and Special Provisions - General Clause No. 33.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
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GRANULAR' A' AND GRANULAR 'B', TYPE I - ITEMS NO. A6, A7, C5 AND C6
Payment shall be made under these Items for supply, placing and compacting Granular' A' and Granular
'B' Type I to the following depths:
. Mearns Avenue, 150 mm of Granular 'A' and 375 mm of Granular 'B', Type I (Sta. 2+000 to Sta.
2+140 only)
. Mearns Avenue, minimum of 50 mm of Granular' A' on pulverized material (excluding Sta. 2+000 to
Sta. 2+140), including intersections
. Mearns Avenue, north of Concession Road 3,150 mm of Granular 'A' and 300 mm of Granular 'B',
Type I
. Concession Road 3,150 mm of Granular 'A' and 375 mm of Granular 'B', Type I
. Jollow Drive, 150 mm of Granular 'A' and 300 mm of Granular 'B', Type I
. Private entrances, 200 mm of Granular 'A'
. Industrial entrances, 150 mm of Granular 'A' and 375 mm of Granular 'B', Type I
. Asphalt sidewalk, boulevard, 200 mm of Granular' A'
. Shouldering required at west and east limit of Concession Road 3 and Mearns/Concession Road 3
intersection
Backfill to subdrains shall be Granular 'A' on Mearns Avenue in areas excluding Sta. 2+000 to Sta.
2+140 (full-width excavation).
Backfill to subdrains shall be Granular 'B', Type Ion Concession Road 3 and on Mearns Avenue from
Sta. 2+000 to Sta. 2+140.
Backfill to sub-excavated areas shall be paid for under this Item.
IN-PLACE FULL DEPTH RECLAMATION OF BITUMINUS PAVEMENT AND
UNDERLYING GRANULAR - ITEM NO. A8
The existing asphalt on Mearns Avenue shall remain in place until all major earth operations have been
completed.
For the unit price bid, the Contractor shall allow for the following operations on Mearns Avenue
including Sprucewood Crescent, Longworth Avenue and Freeland Avenue:
. Pulverizing existing average depth of 80 mm asphalt pavement and underlying Granular' A' of 80
mm to a total depth of 160 mm.
. Processing of pulverized material from the existing roadway across the full width of the proposed
road surface to allow for a minimum of 50 mm of virgin Granular' A' material across the full width
of the proposed road surface. Processing of material from intersections at Sprucewood Crescent,
Longworth Avenue and Freeland A venue intersection, if required, to allow for the addition of 50 mm
of Granular' A' .
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CU008-12
5.
CONCRETE IN SIDEWALK - ITEMS NO. A9 AND C7
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. The unit price shall include for the construction of a concrete pad
for a communal mailbox, as per C-403.
CONCRETE CURB AND GUTTER (ALL TYPES) - ITEMS NO. AIO AND C8
A 1.2 metre length of curb and gutter shall be omitted at each catchbasinlmaintenance hole where an
asphalt 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 of OPSS
353 is amended in that transverse jointing of curb and gutter shall be at a maximum spacing 00.0 m.
Curbs shall be constructed in accordance with C-302.
45' ASPHALT OUTLET -ITEMS NO. All AND C9
For the unit price bid, the Contractor shall allow for the following:
. Excavation beyond roadway excavation to construct asphalt outlet as per OPSD 605.020.
. Supply and placement of 200 mm of Granular' A'.
. Placing and compacting ofH.L.-8.
The hot mix asphalt shall be paid under the respective roadway asphalt item.
100 mm DIA. PIPE SUBDRAINS - ITEMS NO. A12 and CIO
The Contractor shall supply and place perforated corrugated polyethylene pipe complete with geotextile
sock. Backfill to subdrains shall be in accordance with C-30I and Clarington Standards Section 900,
supplied and placed under the appropriate tender Items.
STORM SEWERS AND STORM LATERALS -ITEMS NO. A13 - A16 AND Cll - C13
Under these Items and for the unit price bid, the Contractor shall supply all materials including pipe ofthe
required type, size and class, all bends, tees, saddles and perform all necessary excavation, disposal of
surplus materials, including supplying bedding, cover materials, backfill (as specified) and compaction.
The unit price shall include for the removal, salvage and reinstallation of the chain link fence at
approximately Sta. 2+ I 00 Mearns A venue to install the proposed storm sewer.
Concrete pipe bedding on Mearns A venue and Concession Road 3 shall be 19 mm crusher run limestone,
cover shall be sand and backfill shall be Granular 'B', Type I, as per C-I 08.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
6.
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The unit price for Mearns A venue storm sewer items shall include trench restoration, and supply,
placement and compaction of 150 mm Granular 'A' and 375 mm Granular 'B', Type I in the roadway,
subsequent to the storm sewer installation
For PVC pipe catchbasin leads on Mearns Avenue, bedding and cover shall be in accordance with C-109
and backfill shall be Granular 'B', Type 1. For PVC pipe catchbasin leads on Concession Road 3,
bedding and cover shall be in accordance with C-I05 and backfill shall be native material.
Connection of catchbasin leads and storm laterals to the new trunk sewer shall be by manufactured tees or
an approved coring method as per C-III.
Should wet trench conditions be encountered then HL-8 blend of crushed stone with geotextile wrap shall
be used for bedding of rigid pipe or placed below embedment for flexible pipe in accordance with the
standards and as directed by the Engineer. Crushed stone shall be paid for under the respective road
works clear stone bedding item.
Concrete pipe shall be used for trunk sewers and PVC pipe for catchbasin leads.
The unit price shall include the cost of a closed circuit television inspection of the completed trunk sewer,
catchbasin leads and any service connections found to be leaking, all in accordance with OPSS 409.
The unit price will include for the removal of concrete plug from existing 300 mm concrete storm sewer
pipe at Sta. 4+574.0 right on Concession Road 3 and connecting proposed 300 mm storm sewer.
CONNECT TO EXISTING STORM SEWER - ITEM NO. A17
The unit price shall include for all labour, material and equipment to complete the following work:
. Excavate to expose existing concrete storm sewer (circular pipe or box culvert, existing maintenance
hole)
. Core circular hole with purpose built equipment to receive pipe
. Supply and install a sanded adapter to receive proposed PVC pipe, including grouting of adaptor to
void to ensure a watertight connection in pipe, maintenance hole, etc.
. Remuneration for riser pipe and fittings shall be made under the respective storm sewer Item.
. Backfill to storm sewers shall be as stipulated in the storm sewer and lateral Items.
CATCHBASINS AND MAINTENANCE HOLES - ITEMS NO. A18 - A22 AND C14 - C16
Structures shall be installed in accordance with Municipal Standards C-IOI, C-I02, C-I04, C-105, C-113
and OPSD 400.010, 705.030 and 705.040. 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.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
7.
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-113.
All structures within roadway shall be constructed to the level of mid-binder base course asphalt.
HEADWALL WITH GRATE - ITEM NO. A23
Headwall shall be Pro-Eco-Lite composite headwall structure as manufactured by Armtec Limited.
Structure shall be standard headwall series 1.5 fitted with a security grate.
The lump sum price bid shall include for all excavatiofl and backfill as required to place the structure.
ADJUSTING CA TCHBASINS AND MAINTENANCE HOLES - ITEM NO. A24
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.
REBUILD MAINTENANCE HOLES - ITEM NO. A25
Refers to the work required to supply labour, equipment and material to make changes, either up or down,
to the top elevation of an existing structure, regardless of type or size that requires the removal or addition
of cast-in-place or precast concrete sections. See Contract Drawings for structures requiring rebuilding.
EXTEND CULVERT -750 mm DIA. PLAIN, GALVANIZED CSP, GAUGE 2.0 mm, RlVETED-
ITEM NO. A26
For the unit price bid, the Contractor shall allow for the following:
. Excavate to the lines and grades as determined by the Contract Administrator for each end ofthe
existing CSP
. Bedding to be compacted 19 mm crusher run limestone to spring line as per C-l 08, sand material for
cover and native backfill
. Connection to two (2) ends with a neoprene gasket with a galvanized coupler and unit ends to be
painted with an approved galvan ized treatment.
. Disposal of surplus material
1,030 mm SPAN x 740 mm RISE PLAIN, GALVANIZED CSPA, GAUGE 2.0 mm, RlVETED-
ITEM NO. A27
For the unit price bid, the Contractor shall allow for the following:
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
8.
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. Excavate to the line and grades as determined by the Contract Administrator
. Bedding to be compacted 19 mm crushed run limestone to spring line as per C-I08 with Granular 'B'
Type I backfill to the road subgrade elevation to a distance of I m beyond the proposed curb and
gutter. In the area not under the roadway, bedding to be compacted 19 mm crushed run limestone to
spring line with sand material for cover and native backfill.
. Construct a frost taper including excavation of material and supply and placing of Granular 'B', Type
I backfill as per OPSD 803.031.
. Disposal of surplus material
Should the existing 1030 rom x 740 rom CSPA be deemed to be in acceptable condition by the Contract
Administrator, only the extensions shall be installed to the same dimensions as indicated on the Contract
Drawings. The joints from existing CSP A to the new CSP A shall be completed with neoprene gaskets in
conjunction with the galvanized collars.
600 mm DIA. PLAIN, GALVANIZED CSP CULVERT, GAUGE 2.0 mm, RIVETED - ITEM NO.
Cl7
For the unit price bid, the Contractor shall complete the following work:
. Excavate to the lines and grades as provided by the Contract Administrator.
. Supply and install a 600 mm dia. CSP including all fittings, couplers, neoprene gaskets, etc.
. Bedding to be 19 mm crusher run limestone to spring line.
. Construct a frost taper including excavation of material as per OPSD 803.030.
. Disposal of excavated material off site.
. Granular 'B', Type I backfill shall be included under the respective roadway Granular 'B', Type I
Item.
SA WCUTTING ASPHALT PAVEMENT - ITEMS NO. AJO AND C20
Payment shall be made under these Items for the sawcutting of all asphalt at the limits of road
construction and driveways. 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. AJI
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.
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CONTRACT NO. CL2008-12
9.
REMOVAL OF CURB AND GUITER - ITEM NO. A32
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 PLUG ABANDONED STORM SEWER - ITEM NO. A33
Under this Item and for the Contract price, the Contractor shall supply and install concrete plug in all
open ends of existing storm sewer pipes that is to be abandoned in place.
All concrete shall be 20 MPa and the minimum length of any concrete plug shall be 300 mm.
The unit price shall include for a concrete plug in the void created by pipe removal at Maintenance Hole
No. I, the catchbasin \it the northwest corner of Freeland Avenue and Mearns Avenue and the existing
pipe at the removal ofthe ditch inlet on the west side of Mearns Avenue at Sprucewood Crescent.
REMOVAL OF CULVERTS AND SEWERS - ITEMS NO. A34 AND C21
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 shall also include for the sawcutting of the 750 mm CSP at Sta. 2+015 as shown on the
Contract Drawings, and the careful removal of the CSP.
SALVAGE AND REINSTALLATION OF EXISTING DITCH INLETS - ITEM NO. A35
For the unit price bid, the Contractor shall carefully salvage and remove the ditch inlets as indicated on
the Contract Drawings. The unit price shall also include for the installation of the ditch inlets in
accordance with Municipality of Clarington and OPSS 407 Standards. The void left by structure removal
shall be backfilled with approved native material.
The unit price shall also include for grading at proposed ditch inlet locations to provide adequate drainage
to the structure.
REBENCH EXISTING STORM SEWER MAINTENANCE HOLE - ITEM NO. A37
Payment under this Item shall include for the cleaning of debris, pumping of water (if necessary), removal
and disposal of partial existing concrete benching and addition of 30 MPa concrete, to construct benching
as per OPSD 701.021, in the structures, as identified on the Contract Drawings.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
10.
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TOPSOIL (IMPORTED) - ITEMS NO. A38 AND cn
SODDING (NURSERY, UNSTAKED) - ITEMS NO. A39 AND CD
SODDING (NURSERY, STAKED) - ITEMS NO. A40 AND C24
Screened topsoil shall be placed to a minimum depth of ] 00 mm in disturbed grass areas.
Subsection 570.05.01 ofOPSS 570, August ]990 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 of 75%,
+/- 10%. The base saturation of sodium shall be a maximum of 0.5%. The pH ]evel 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.
Subsections 57].07.05, 571.08.01 and 571.08.02 ofOPSS 571, November 2007 is amended by the
following:
Replace "30 day maintenance period" with "120 consecutive dav maintenance oeriod". Contractor
should note that for the purpose of calculating the length of the maintenance period, the winter dormant
period shall be excluded (see Table No. ], OPSS 571). Clarington is considered to be in the 'Southern
Ontario' area and the winter dormant period is from November I to April 30, inclusive. Should the 120
consecutive day maintenance period not be complete by November 1,2008, then the maintenance period
shall be complete 120 days after April 30 of the following year.
Payment shall be made for 50% of the quantity placed once deficiencies have been corrected from initial
inspection and the remaining 50% shall be paid once all deficiencies have been corrected following final
inspection at the end of the maintenance period.
The Contractor shall be responsible for the full cost of replacing deficient sod as determined by the
Contract Administrator.
TERRA SEEDING - ITEMS NO. A41 AND C25
Terraseeding™
Organic Soil Amendment and Seed Cover Establishment
This product shall be used in areas where the slope of the terrain is 3: I or flatter, unless the diagonal
length of the 3:1 slope exceeds 4 m. In this case, Eco B]anket must be used to provide slope stability.
This work shall consist of furnishing, constructing and maintaining a new vegetated surface composed of
an organic growing media injected with seed. This surface must be constructed with a pneumatic blower
unit complete with a supp]emental granular injection system capable of installing at least 15 cubic meters
per hour. Compost and seed shall be applied at a minimum depth of 50 mm.
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CONTRACT NO. CL2008-12
11.
To be installed by:
Hennanns Contracting Limited
1510 Hwy. 27
Schomberg, ON LOG !TO
(905) 939-1230
OR
Landsource Organix Ltd.
100 Britannia Road East
Milton, Ontario, Canada LOP IEO
I 877 548-8558
Web: www.landsourceorganix.com
OR Approved Equal.
Material: The material shall consist of composted materials, according to certain particle sizing
specifications. .
Particle size: 99% passing through a 25 mm sieve.
Organic Soil: The amendment shall be derived from 100% well-decomposed green waste organic matter
produced by composting sites who meet or exceed.MOE Compost Regulation 101 as well as meeting the
Canadian Council of Ministers of the Environment's (CCME) definition for Type "A" Compost (See
"Support Document for Compost Quality Criteria", CCME).
Quality Assurance: A proof of compost quality meeting CCME guidelines by an approved laboratory
shall be submitted to the engineerllandscape architect for approval prior to installation.
Seed Mix shall be Short Native Prairie Grass Mix as supplied by OSC (Ontario Seed Company Limited),
1-800-465-5849, www.oscseeds.com , or approved equal. Application Rate: 12kglha.
A nurse crop of annual ryegrass shall be included with the seed mix, at a rate of 22kglha.
The application shall be unifonnly applied directly at the soil surface with a pneumatic blower.
Terraseeding shall not be applied over french drain: Seeding shall be perfonned within the local region's
seeding deadlines.
The Contractor shall maintain the surface in a functional condition for a period of one year. Contractor
shall make periodic inspections of the composted surface for effectiveness and shall immediately correct
all deficiencies. Where deficiencies exist, additional material shall be installed immediately to required
depth.
Method of Measurement: All surfaces shall be measured by the square metre, complete in place.
QUALITY ASSURANCE:
Perfonnance Measure: All compost and seeded areas will be inspected to ensure compliance with this
specification at the thirty day period following the operation.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
12.
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At the thirty day inspection within the seeded earth area, the surface shall be visually intact and shall form
a uniform cohesive mat.
Failure to Meet Performance Measure: If the completed work does not meet the Performance Measure
after the thirty-day inspection, the areas shall be documented, and the Contractor shall be notified of those
areas, and re-inspected at sixty days.
If the completed work does not meet the Performance Measure after the sixty-day inspection, the
Contractor shall re-apply the specified materials in accordance with this specification within 14 calendar
days of receiving the notification.
The Contractor shall maintain the site until conditions permit application or re-application of compost and
seed. All replaced compost and seed shall be subject to the Quality Assurance section of this
specification.
ECOBLANKET AND ECOBERM - ITEMS NO. A42 AND C26
This product shall be used in areas where the slope of the terrain is greater than 2: I and in areas of3: I
where the diagonal length ofthe slope exceeds 4 m.
1.0 Description:
This work shall consist of furnishing, constructing and maintaining an EcoBlanket (to Rexius
specifications. EcoBIanket 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.
EcoBerm is a water permeable window (berm) of the Rexius specified compost/mulch (Erosion Blend)
combined with a special additive (Microblend™) constructed with a berm forming machine
(BermBuilder™) and pneumatic blower to control sediment by removing suspended soil particles and
contaminants from water moving off of the site and into adjacent waterways or stormwater conveyance
systems. '
2.0 Material:
The EcoBlanket and EcoBerm 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 and Rexius
EcoBerm Erosion Blend material supplied by a certified supplier/installer.
The compost portion of EcoBlanket and EcoBerm 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
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CONTRACT NO. CL2008-12
13.
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 and
EcoBerm construction.
A proof of certification as an EcoBlanketlEcoBerm supplier shall be submitted to the Engineer/Landscape
Architect for approval prior to installation. Test results for EcoBlanket and EcoBerm performance shall
be made available upon request.
Erosion Blend Material must meet Rexius' minimum specification requirements for seeding purposes.
3.0 Construction:
The EcoBlanket shall be placed as shown on the plans or as directed by the Engineer. On areas with a
slope of2: I or less, tbe 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 appliedliqjected 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 I 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 and EcoBerm in a functional condition at all times.
Contractor shall make periodic inspections of the EcoBlanket and EcoBerm for effectiveness and shall
immediately correct all deficiencies. Where deficiencies exist, additional EcoBlanket and EcoBenn
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.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRAcr NO. CL2008-12
14.
RIP RAP ON GEOTEXTILE - ITEMS NO. A43 AND C27
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 material 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.
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.
Geotextile for rock protection shall be TerraflX 270R or approved equivalent.
The geotextile shall be free of folds and wrinkles. The geotextile shall be joined so that the material laps
a minimum of 500 mm and shall be pinned together or as directed by the manufacturer's instructions.
Alternatively, the geotextile shall be joined to conform to the seam requirements of OPSS 1860.
PAVEMENT MARKINGS - TRAFFIC PAINT - ITEMS NO. A44 AND C28
Pavement markings to be organic solvent based traffic paint and shall be Ontario white or yellow.
The Contract Administrator shall provide a pavement marking plan following award of the tender.
MISCELLANEOUS WORKS (provisional) - ITEMS NO. A45 AND C30
Under this Item, the Contractor shall be paid on a time and material basis for landscaping works on or
near private properties as part ofthe construction operation. Extent of works will be determined through
discussions with the Homeowners and the Contract Administrator at time of construction. Work may
include plantings in the roadside tributary ditch located at the west project limit on Concession Road 3, as
well as the removal of the existing gravel driveway to House No. 427 on Mearns Avenue.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
15.
H.L.-8 BLEND CLEAR STONE BEDDING WITH GEOTEXTILE (provisional) - ITEMS NO.
A46 AND C31
These Items shall only be ntilized upon approval from the Contract Administrator.
Payment shall be made under these Items 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.
SUPPLY AND INSTALLATION OF PLANT MATERIAL - ITEMS NO. A47 AND C32
Payment shall be made under this Item for the supply and installation of plants in locations throughout the
project limits as indicated on the Contract Drawings and as directed by the Contract Administrator. Final
layout shall be approved on site with the Contract Administrator and be checked against utility locates
prior to excavation of planting pits. Layout adjustments at time of construction shall be of no additional
cost to the Owner.
All planting and related work shall be done by experienced, qualified personnel under the direction and
supervision of Foremen with at least five (5) years of horticultural and planting experience.
All trees shall be nursery grown, true to type and structurally sound, with straight trunks and leaders
intact, and be well and characteristically branched for the species. Root balls shall not be cracked,
broken, or damaged. All plants shall be free of disease, insect infestation, rodent damage, sun scald, frost
cracks and other abrasions or scars to the bark. They shall be densely foliated when in leaf and have
healthy, well developed root systems. Plant names shall be in conformity with that accepted in the
nursery trade.
Substitutions for the specified plants will not be accepted unless approved in writing by the Contract
Administrator. The Contract Administrator reserves the right to reject any plant material, whether planted
or not, which does not conform to the specifications. Do not remove any labels from plants until they
have been inspected and approved by the Contract Administrator.
All debris, clay lumps, roots and stones over 50 mm in diameter and other extraneous matter shall be
removed from excavated soil to be used in backfill and disposed of off site.
Shredded bark mulch free of any granular and organic material will be applied over planting pit areas of
trees and throughout shrub beds in accordance with the Contract Drawings. A sample of the mulch to be
used shall be submitted to the Contract Administrator for approval.
Maintain all plant material and assume full responsibility for protection of all planted areas until final
acceptance of all project work. Keep planted areas free of weeds at all times. Remove all debris, broken
branches, etc., and maintain planted areas in neat condition at all times. Water plants as necessary with
sufficient quantities to moisten the entire root system.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-I2
16.
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All materials and workmanship shall be guaranteed for a period of two (2) years following project
completion. All plants that are dead, or not in a healthy, satisfactory growing condition, or which in any
way do not meet the requirements of the specifications, shall be replaced by the Contractor at the
Contractor's expense. All required replacements shall be as originally specified. The warranty on
replacement plant material shall be extended for a period equal to the original warranty period.
Final inspection of all plantings shall be made at the end of the specified warranty period. Stakes and all
staking material shall be removed .at the end of the warranty period. The Contract Administrator or
Owner reserves the right to extend Contractor's warranty responsibilities for an additional year if, at end
of initial warranty period, plant condition is not sufficient to ensure future health.
EROSION AND SEDIMENT CONTROL MEASURES (provisional) - ITEMS NO. A48 AND C35
The Contractor shall supply, install, maintain and remove any erosion or sediment control measures
throughout the project limits as directed by the Contract Administrator.
EXCAVATE FOR UTILITY/GRANULAR FILL VERIFICATION (provisional) - ITEMS NO.
A49 AND C33
The unit price for these Items shall include for the following:
. Excavation to expose utility or sufficient depth of granular fill on Mearns A venue required for
verification.
. Backfill with native material following verification check by Contract Administrator.
ASPHALT CEMENT PRICE ADJUSTMENT ALLOWANCE - ITEMS NO. A50 AND C34
Payment shall be made under these Items for payment adjustment for asphalt cement placed in the
Contract in accordance with Clause No. 33 of the Special Provisions - General.
TREE PROTECTION - ITEM NO. A51
The Contractor shall supply, install, maintain and remove any tree protection as per OPSS 565 as directed
by the Contract Administrator throughout the limits of the Contract.
SUPPLY AND INSTALL MAZE BARRIERS AND CHAIN LINK FENCE - ITEM NO. A52
For the lump sum price bid, the Contractor shall supply all materials and labour to construct the maze
barriers and chain link fence as indicated on the Contract Drawings and as detailed on Standard Drawing
TSH- 1.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACf NO. CL2008-12
17.
STEEL BEAM GUlDERAIL WITH CHANNEL - WOOD POST - ITEM NO. C36
Under this Item at the unit price bid, the contractor shall supply all materials, equipment and labour as
required for the installation of steel beam guiderail at the location indicated on the drawings and in
accordance with OPSD 912.140.
GUlDERAIL END TREATMENT - EXTRUDER -ITEM NO. C37
Under this Item at the unit price bid, the Contractor shall supply all materials, equipment and labour as
required for the installation of extruder end treatments, including high intensity object markers in
accordance with OPSD 922.530.
PART 'B' AND 'D': WATERMAIN AND APPURTENANCES
W ATERMAIN AND APPURTENANCES
Reference:
.1 Construction of watermain and appurtenances in accordance with Region of Durham
Standard Specifications for Watermain Construction - Revised May 2005, Section
02511.
.2 Contract Drawings and Details for Contract No. CL2008-12.
ADJUST W ATERMAIN VALVE BOX -ITEM NO. 1.13.01
Include:
.1 Excavation to grade and disposal of surplus material.
.2 Adjusting of slide type valve box and tracer wire to finished grade.
.3 Backfill and compaction of excavated areas.
ADJUST WATER SERVICE BOX -ITEM NO. 1.13.16
Include:
.1 Excavation to grade and disposal of surplus material.
.2 Adjusting of water service box to finished grade including expansion and re-
threading.
.3 Backfill and compaction of excavated areas.
PIPE (NOT INCLUDING RESTORA nON) - ITEMS NO. 3.01.02 AND 3.01.04
Include:
.I Mechanical cap at the end of pipe atJollow Drive and Freeland Avenue.
.2 Cathodic protection as per S-435.
.3 Mechanical restraint and granular thrust blocks as required by Region of Durham
specifications.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
18.
.4 Arranging with the Region of Durham for shutdown of watennains. Such
arrangement shall be in accordance with Part 3.12 of Section 02511 of the Region
Specifications.
.5 Granular' B', Type I backfill for Mearns Avenue, installation and disposal of
surplus material. Concession Road 3 backfill for watennain to be compacted native
material.
VALVES AND VALVE BOXES - ITEMS NO. 3.03.02 AND 3.03.04
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.
HYDRANT SETS AS PER 8-409 - ITEM NO. 3.04.01
Reference: RMDCS Section 02511, RMDSD S-409
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Supply and installation of hydrant (with storz pumper nozzle), anchor tee (or reducer) and
resilient seat gate valve and box as per S-409.
.3 Supply and installation of hydrant extensions and/or valve box and rod extensions as
shown on the Contract Drawings.
.4 Supply and installation of filler piece watennain pipe.
.5 Supply and installation of mechanical restrainers.
.6 Cathodic protection in accordance with RMDSD S-435.
.7 Backfill with select 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.
REMOVE EXISTING HYDRANT - ITEM NO. 3.04.05
Reference: OPSS 510
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
19.
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Removal and separation of valve and piping and fitting as indicated on the Contract
Drawings, cleaning, salvaging and transportation of existing hydrant and appurtenances
complete to the Orono Depot.
.3 Removal and disposal off site of existing secondary valve box.
.4 Backfill with select native materials and compaction.
NEW HYDRANT Wlm STORZ PUMPER NOZZLE AS PER S-409 - ITEM NO. 3.04.011
Reference: RMDCS Section 02511, RMDSD S-409
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Supply and installation of hydrant (with storz pumper nozzle) and filler piece watermain
pipe as per RMDSD S-409.
.3 Supply and installation of mechanical restrainers.
.4 Cathodic protection in accordance with S-435.
.5 Backfill with select native materials and compaction.
REMOVE EXISTING HYDRANT - ITEM NO. 3.04.051
Reference: OPSS 510
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Removal and separation of hydrant filler from existing gate valve, salvaging and
transportation of existing hydrant and appurtenances complete to the Orono Depot.
.3 Backfill with select native materials and compaction.
19 mm MAIN STOP -ITEM NO. 3.05.01
Include: .1 Excavation and compaction backfill with native materials.
.2 Supply and installation complete with saddle, union adaptor, connectors, etc.
.3 Connection to new or existing service pipe.
.4 Cathodic protection in accordance with Detail S-43 5.
19 mm COPPER SERVICE PIPE -ITEM NO. 3.05.11
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Removal and disposal of existing service pipe as required.
.3 Supply and installation of pipe in specified bedding and cover including connection to
existing curb stop.
.4 Supply and installation of cathodic protection.
.5 Backfill with native material and compaction.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-l1
20.
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19 mm TEST POINT AS PER 8-429 - ITEM NO. 3.06.01
Reference: RMD Detail S-429
Include: .1 Supply and installation of all corporate main stops, valves, backfIow 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.
50 mm TEST POINT AS PER 8-429 (Modified) - ITEM NO. 3.06.02
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 oftesting and flushing.
.3 Supply and installation of a brass plug in locations where main stops are removed.
.4 Backfill with approved native material.
PART 'E': STREET LIGHTING
GROUND WIRES - ITEM NO. E3
GROUND ELECTRODES - ITEM NO. E4
All work shall be carried out in accordance with OPSS 609
Amendment to OPSS 609 dated November 2001
609.02
REFERENCES
Sub-section 609.02 is amended by the addition ofthe following:
IEEE 837
Standard for Qualifying Pennanent Connections Used in Substation Grounding
UL 467
Grounding and Bonding Equipment
609.05.05
Ground Connectors
Sub-section 609.05.05 is amended by the addition of the following:
High pressure irreversible compression connectors shall be:
made of pure wrought copper extrusion
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
21.
made of the same material as the conductors
according to CSA 22.2 No. 41, UL 467, and IEEE 837.
connected according to the manufacturer's recommendations
connected using a minimum compressive force of 100 KN and a minimum compressive
pressure of 70 MPa.
High pressure irreversible compression connectors shall have crimp verification for the inspection and
verification of CSA and UL compliance markings.
609.07.03.05
Ground Wire Connections
The second paragraph of clause 609.07.03.05 is deleted and replaced with the following:
Moulded type ground connectors or high pressure irreversible compression connectors shall be used at
pad mounted electrical~lectronic equipment, power supply locations, and all locations where the ground
connectors are direct buried or inaccessible.
609.07
CONSTRUCTION
Section 609.07 is amended by the addition of the following:
609.07.10
Quality Control
Pre-installation Testing and Inspection
The Contractor shall inspect the grounding cables, bonding jumpers, ground electrodes and connection
components prior to and during installation to ensure that they meet the requirements of the contract.
Proof of Performance Testing and Inspection
The Contractor shall inspect and test the grounding to ensure that it meets the requirements of the
contract. In particular, and without limiting the foregoing, the Contractor shall inspect the work to ensure
that all electrical connections and splices have been properly installed in accordance with the
requirements of the contract. The Contractor shall test all system and components grounding. The
Contractor shall test the resistance to ground between the equipment enclosures and the grounding grid. In
soils of low conductivity, additional ground rods, ground plates and ground wires shall be added as
required. Readings shall not exceed 25 ohms. These measurements shall be undertaken when frost
penetration does not exceed 150 mm. Copies of all documentation shall be included in the Service
Manual.
SUPPLY' A' AND CONNECTION - ITEM NO. E5
This Special Provision replaces OPSS 614 dated September 1984 in its entirety.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
22.
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CONSTRUCTION SPECIFICATION FOR THE INSTALLATION OF POWER SUPPLY
EQUIPMENT
TABLE OF CONTENTS
614.01 SCOPE
614.02 REFERENCES
614.03 DEFINITIONS - Not Used
614.04 SUBMISSION AND DESIGN REQUIREMENTS
614.05 MATERiALS
614.06 EQUIPMENT - Not Used
614.07 CONSTRUCTION
614.08 QUALITY ASSURANCE - Not Used
614.09 MEASUREMENT FOR PAYMENT
614.10 BASIS OF PAYMENT
614.01 SCOPE
This specification covers the requirements for the installation of Distribution Assembly, and Supply
Control Cabinet Assembly.
The requirements ofOPSS 601 shall apply to this work.
614.02
REFERENCES
This specification refers to the following standards, specifications or publications:
Ontario Provincial Standard Specifications, Construction:
OPSS 60 I
OPSS 603
OPSS 604
OPSS 609
Electrical Work - General
Underground Ducts
Cable Installation
Grounding
Ontario Provincial Standard Specifications, Material:
OPSS 2414
OPSS 2480
OPSS 2485
Distribution Assembly - Single Phase and Three Phase
Supply Control Cabinet Assembly
Photoelectric Controllers
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
23.
Others:
CSA Standard C 22.2 No. 211.2 - 1984, - Rigid PVC (Unplasticized) Conduit
614.04
SUBMISSION AND DESIGN REQUIREMENTS
The following infonnation shall be submitted to the Contract Administrator:
a. actual breakdown cost of Utility Work, such as 'hook up', 'transfonnation', etc.
b. Utility company contact person's name, address and telephone number.
Note: Connection fees will not be the responsibility of the Contractor.
614.05
MATERIALS
614.05.02
Supply Control Cabinet Assembly
Supply control cabinet assemblies shall be according to OPSS 2480, February 1996, its amendment and
the specific requirements as described below:
Supply "A" shall each consist of 2 load centres by Square D, Model Q02L70RB or an approved equal
complete with top and bottom entry hubs and mounted directly above and below one another. One load
centre will be used to house the main breaker and one load centre will be used to house the lighting
circuits.
For each of the supply control cabinet assembly locations the Contractor shall supply circuit breakers as
follows:
60 amp 2 Pole - common trip circuit breaker. This shall be used as the main circuit breaker.
2 30 amp single pole breakers for the illumination circuits
The Contractor shall ensure that the Supply Control Cabinet Assemblies are "Service Entrance Ready"
prior to installation.
614.05.03
Photoelectric Controllers
Photoelectric controllers shall meetthe requirements ofOPSS 2485.
614.05.04
Cables and Cable Connectors
Cables and cable connectors shall meet the requirements of section 604.05 of OPSS 604.
614.05.05
Grounding Materials
Grounding materials shall meet the requirements of section 609.05 ofOPSS 609.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRAct NO. CL2008-12
24.
614.05.06
Conduit and Fittings
Rigid PVC conduit and fittings for the installation of pole-mounted equipment shall meet the
requirements of CSA Standard C 22.2 No. 21 \.2.
614.07
CONSTRUCTION
614.07.01
Distribution Assembly
Equipment enclosures shall be installed squarely and symmetrically on the concrete pad.
A neoprene gasket shall be attached squarely and symmetrically on the bottom channel of the enclosure
prior to installation, with holes for mounting bolts drilled where necessary. Anchor bolts shall be secured in
place in the locations shown in the manufacturer's instructions or where bolt holes have been provided.
614.07.02
Supply Coutrol Cabiuet Assembly
Supply control cabinet assemblies shall be mounted securely on poles using stainless steel strapping.
Rigid PVC conduit and fittings shall be installed on wood poles using PVC coated pipe straps with
galvanized lag screws at 1.5 m maximum centres. Installation on metal or concrete poles shall be done
using stainless steel strapping at 1.5 m maximum centres. The conduit system shall be installed in straight
lengths to follow the taper of the pole. Offset bends shall be used where required to avoid pole attachments
and shall be kept free of kinks or scorch marks.
Section 614.07.02 is amended by the addition of the following:
The Contractor shall leave sufficient wire coiled, ducts, etc. for the Supply Authority to make final
connections to secondary feed.
The Contract Administrator shall contact the Supply Authority before the power to the service is required
and request a "Service Layout". The Contractor will meet the Supply Authority representative on site and
coordinate the requirements to complete the services.
Hydro One Networks Inc. shall be contacted for coordination of the secondary connections at the
following contract locations:
Hydro One Representative:
1-(800) 337-8422 Ext. 3242
It will also be the Contractor's responsibility to obtain an "Inspection Clearance" from the Electrical
Safety Association Inspection Department. The "Inspection Clearance" must be obtained at least 48
hours in advance of the power turn on to ensure that the appropriate Supply Authority will receive it prior
to turn on.
614.07.03
Cable and Fuse
Cables, terminations and connections shall be installed in accordance with the requirements of OPSS 604.
Service cables, from the point of service connection to the main disconnecting means shall meet the
requirements of the Code.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
25.
High voltage fuses shall be approved by the Supply Authority prior to installation.
614.07.04
Grounding
All pad mounted equipment shall be grounded by means of ground wire jumpers connected between the
equipment ground bus and the exterior ground grind. Lighting arrestors shall have the ground cable
connected securely to the equipment ground bus. The neutral bus of the main disconnecting means or the
secondary neutral terminal of the transformer shall be grounded.
fu supply control cabinet assemblies, the system ground wire and the service ground wire shall be connected
to the neutral bus.
All grounding work shall be carried out in accordance with the requirements ofOPSS 609.
614.07.05
Photoelectric Controllers
Photoelectric controllers shall be installed on poles with twist lock mounting adapters and brackets.
Brackets shall be mounted on metal or concrete poles with stainless steel strapping or on wood poles with
galvanized lag screws. The photo-conductive cell window shall be set to face in a northerly direction but
away from any nearby light sources.
614.07.06
Quality Control
Pre-installation Testinl! and fuspection
The Contractor shall inspect the power supply equipment to ensure that it meets the requirements of the
contract. fu particular, and without limiting the foregoing, the Contractor shall perform a visual inspection
of all the power supply equipment prior to its delivery. The Contractor shall inspect the following
components to ensure that they meet the requirements of the contract:
General Appearance
Insulation
Transformers
Wires and Connectors
Labelling
Switches
Breakers
Grounding Connections
Grounding and Bonding Materials
Enclosures Materials
Cabinet Materials
Doors and Latching Mechanisms
Conduits and Tubings
Any other components
Panelboards
Contactors
Thermostats
Exhaust Fans
BarrierslRaceways
Photoelectric Controllers
Proof of Performance Testinl! and Insoection
The Contractor shall perform visual inspection on the installed power supply equipment, inspecting all
components, as listed under Pre-installation Testing and Inspection. In addition, the Contractor shall
perform Low Voltage System tests on wiring of the equipment in conformance to OPSS 604. The
Contractor shall perform all tests on grounding of equipment in conformance to OPSS 609.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACI' NO. CL2008-12
16.
614.09
MEASUREMENT FOR PAYMENT
614.09.01
Actual Measurement
Distribution Assemblies
Supply Control Cabinet Assemblies
The unit of measurement is each.
614.09.01
Plan Quantity Measurement
Measurement is by Plan Quantity as may be revised by Adjusted Plan Quantity. The unit of measurement
is each.
614.10
BASIS OF PAYMENT
614.10.01
Supply Control Cabinet Assemblies
Payment at the contract price for the above tender item(s) shall be full compensation for all labour,
equipment and materials required to do the work.
--------------------00000---------------------
AMENDMENT TO OPSS 1414. FEBRUARY 1996
1414.04
SUBMISSION AND DESIGN REQUIREMENTS
Section 2414.04 of OPSS 2414 is amended by the addition of the following subsection:
1414.04.01
Sbop Drawings
The shop drawings shall contain, at a minimum, the following information:
(a) plans, elevations, sections and details to show enclosure, structural details, equipment layout and
mounting arrangement, anchor bolt locations and overall weight;
(b) detailed bill of materials;
(c) wiring diagrams;
(d) details of equipment nameplates and notices.
The Contractor shall submit shop drawings to the Contract Administrator.
1414.05
MATERIALS
1414.05.03
Thermoset Insulated Wires and Cables
Subsection 2414.05.03 ofOPSS 2414 is deleted and replaced with the following:
All interconnecting wires and cables shall be copper of insulation type RWU90 and shall conform to CSA
C22.2#38.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
27.
Sections 2414.08 and 2414.09 ofOPSS 2414 are deleted in their entirety.
Table 2, Total Systems Ratings of OPSS 2414 is amended by changing the "Service Cable Size" for 150
KV A Distribution Assembly Rating, from "#2/0 A WG" to ''#3/0 A WG".
-------------------------o<lOC>O---------------------___
AMENDMENT TO OPSS 2480. FEBRUARY 1996
Section 2480.04 of OPSS 2480 is deleted and replace with the following:
2480.04
SUBMISSION AND DESIGN REQUIREMENTS
2480.04.01
Design
The supply control cabinet assembly shall confonn to the details shown in the Contract Documents. The
complete assembly shall be "Service Entrance Ready". The complete assembly shall pass Electrical
Safety Authority (ESA) equipment inspection, and shall be issued with an ESA label of approval. These
approvals shall be obtained before the unit is shipped.
2480.04.02
Shop Drawings
The shop drawings shall contain, at a minimum, the following infonnation:
(a) detailed dimensioned layout shop drawings including sections and details to show enclosure,
equipment layout and mounting arrangement and exact weight;
(b) detailed bill of materials;
(c) wiring diagrams;
(d) details of equipment nameplates.
The Contractor shall submit shop drawings to the Contract Administrator.
2480.05
MATERIALS
2480.05.01.01
General
Clause 2480.05.01.01, paragraph (d) ofOPSS 2480 is amended by the addition of the following:
The barrier for the service cables must completely separate the cables from the branch circuit section; the
barrier for the photoelectric controller cables must completely separate the cables from the service
section.
2480.05.08
Panelboard
Subsection 2480.05.08 ofOPSS 2480 is amended in that the reference to CSA C22.2 No. 12 is changed to
CSA 22.2 No. 0.12.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
28.
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2480.07.02
Marking
Subsection 2480.07.02 ofOPSS 2480 is deleted and replaced by the following:
Each supply control cabinet shall have identification marking showing the assembler's name or trade
mark, enclosure manufacturer's name or trade mark, the number OPSS 2480/SP614FOI and the date of
manufacture. The marking shall be on a corrosion-resistant metal plate permanently attached with
adhesive to the inside of the door, and be located in a highly visible location.
The manufacturer must put the label "SERVICE ENTRANCE READY" on the dead front pane1."
Sections 2480.08 and 2480.09 ofOPSS 2480 are deleted in their entirety.
ROADWAY LUMINAIRES AND BRACKET ASSEMBLIES - ITEM NO. E7
OPSS 60 I and 617 shall apply except as amended or extended herein.
617.05
MATERIALS
617.05.01
Luminaires
Subsection 617.05.01 ofOPSS 617 is amended by the addition of the following:
Luminaires shall be according to OPSS 2432 and the information as described below:
The conductors, which connect the luminaire, shall be RWU-90 cross link, #12 A WG. Include a one
metre coil for connection to the ]uminaire.
Luminaires and bracket arms for the various contract locations shall be as follows:
Each luminaire shall be ]50 Watt High Pressure Sodium complete with ISO Watt Auto-transformer or
isolated secondary transformer type integra] ballast for grounded systems, Type II Distribution-Median-
Cut-off. For 120 Volt operation per OPSS 2432, Photometric file No. Cooper OVF (flat glass) Catalogue
Number: OVFI5SXX2D, or approved equal. The luminaire shall be complete with ISO Watt high
pressure sodium lamp ANSI designation S56SC-150. Each luminaire shall be equipped with individual
photoelectric controller and receptacle.
Each luminaire shall be equipped with a 2.4 m aluminum single tapered elliptical bracket arm.
Payment at the contract price shall be full compensation for all labour, equipment and material to do the
work.
Section 617.05 of OPSS 617 is amended by the addition of the following subsections:
617.05.11
Disclaimer
The Contractor must make such independent investigations and inquiries of the luminaire suppliers, as it
deems necessary, to satisfy itself as to the quality, quantity and timeliness of delivery of luminaires
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
29.
required by the Contract, and to ensure that all material supplied by the Contractor satisfies the specific
requirements of this Contract.
If the luminaire supplier(s) is unable to deliver the luminaires required by the Contract in a timely
manner, the Contractor shall only seek its damages from the supplier(s).
617.05.12
Marking
A permanent label shall be provided and attached to the interior of the lumina ire indicating the
manufacturer's name or trademark, catalogue number, date of manufacture, photometric curve number
and the ANSIlIES photometric classification and distribution type, the suitable supply voltage and
frequency, the lamp type, the lamp wattage and the nominal operating voltage of the lamp so that it is
clearly visible during maintenance operations.
A label including a wiring diagram shall be attached to each ballast showing the ballast schematic wiring
diagram and shall be visible during maintenance operations.
For asymmetrical luminaires with adjustable optical systems, an externally embossed identification mark
shall be located in line with the horizontal axis of the lamp.
PART 'F' - 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"/0 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
Reference: RMDSS, Section 01001
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CUOO8-12
30.
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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% oftbe 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.
PRE-CONDmON SURVEY - ITEM NO. 8.05.01
Pre-Condition Survey shall be carried out to depict existing interior and exterior conditions of building,
utilities, monuments, bridges, structural improvements, streets, driveways, sidewalks, within the area of
influence of the work site and/or specified distances.
The "area of influence" is that radius of distance adjacent to heavy construction, within which structures
and property are subject to possible damage.
The Pre-Condition Survey shall be completed on all structures, or part thereof, within 30 metres of any
work, at a minimum. Additional inspections may be required, if deemed necessary by the qualified
Vibration & Noise Consultant commissioned to carry out this work.
Ouality Assurance
A Vibration and Noise Consultant (VNC) with over five (5) years experience in loss control in urban
areas shall be retained by the contractor to complete this work. The person in charge shall be a
Professional Engineer Registered in Ontario. The Company shall carry Professional Errors & Omissions
Insurance in the amount of$ I ,000,000.00.
Procedure
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
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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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2008-12
31.
This letter serves to acquaint residents with proposed construction in the area.
Inaccessible Properties
Should access to a premise 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:
· 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
PhotolZraDhic Documentation
Photographic equipment and materials used are capable of yielding high quality negatives from which
detailed enlargements may be made.
Payment
100% payment of this Item shall be made on the first Payment Certificate on proof that the survey has
been completed. A reduction in the lump sum payment under this Item shall be made for non-accessible
properties or refusal to enter properties which deny access to interiors of buildings in the "area of
influence", as follows:
. >75% of entry to building interiors, no reduction in the lump sum price bid.
. 75% - 50% of entry to building interiors, 20% reduction in the lump sum price bid.
. <50% of entry to building interiors, 40% reduction in the lump sum price bid.
The lump sum price shall include for a minimum of three (3) post construction complaint visits to a
minimum of three (3) separate locations.
The Contract Administrator shall be provided with a copy of the original report and/or photographs, if
requested.
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.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2008-12
DESIGN GUIDELINES AND ST ANDARD DRAWINGS
SECTION 900
INSPECTION/CONSTRUCTION
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SEmON_ INSPEmON, MATERIALS AND CONSTRUmON-J6
1.0 ~
1.01 These p.LoliRes - to be ascd in CGlljUl1Clion with the c:onditioas $Cl GUt ill the
Subdi~ ~ ia ~ Schcdule ""-Duties of Owna's F.,"'Q lIIId
Schedule "L "--RepIaIioas filr Coastruc:tion.
1.02 The Owner's Consulting FnPKec shaU provide f!dkime inspection lIIId supcnisioa of
all Worb.
1.03 The Consulting EopIcer shall lalce extensive ~ photos of sunwodiag
lands, and shall provide datodIdescribed copies of such photographs to the M~.
I .04 Construction sites an: to be maintained to prevent lD1Oel"-qry ponding of wat<<.
1.05 Prior 10 requesting the imyJections (or re-illSpCdioos) &om the Municipality, the
Consulting Engineer shall verilY the proper completion of the Woris, and sulJmit a
written request
1.06 All equipment, materials and methods involved in treodJ backfil~ filling, gramlars,
concrete and asphalt shall be monitored and Catified as acceptable by the owna's
Geotecbnical Engioea- (see attached fonn). Unless lIOled otherwise, the tenn "compacted"
shall mean 95% Sbndard Proctor or hightt(nalive materials) and 98% SIandanI Proctor or
higher (gr.mular maleriaIs). Such certiliatioo shall be in a fOrm acceptable 10 the Din:ctor
and shall include aD ~ documentation and test resuks. Mix designs for c:oncme
and asphalt shall be obtained and approved by the Geotechnical Engineer. The
Geoteclmical Engioea- shaU ensure that the type,lrequeocy, location and results of aD lests
is sufficient to ensure certification. FI1Ithennore, the Geotechnical Engineer shall ensure all
results for a given stage of conslruction are accepIabIe 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 confonnity with specifications and the approved engineering drawings, and to
ensure any damaged/substandard material is marlced and removed from the site
immediately.
2.02 Installation of storm sewers shall be continually monitored for adherence to proper
bedding, pipe laying, backfilling and compaction procedures. All storm sewers,
calchbasins and manholes stull be constructed true 10 line and grade. Street catchbasins
are to be installed in precise aligrunent with curb lines, and no tolerances will be
permitted. Rear yard catchbasins shall be accurately surveyed and verified by the
Consulting Engineer for correcl location prior to the issuance of a Certificate of
Completion. The precasllops of manholes and calchbasins shall be checked for excess
brickwork prior to roadbuilding.
INSPECTION, MATERIALS AND CONSTRUCTlON-37
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2.03 Trench widchs shall be kqJt at a minimUlll, wbiIe ~ proper widdis to caable
mcchmical c:IlIIlpIlClioo All tr-mi'lg must lIlIIMn 10 MiDlJy of Labour ~.
2.04 Manholes - 10 lie hsMi"'" with COCl~ SIIId, ~ miD. 1.0 .. hD the
outside faceofdlesfruc:tun:. (Catchbasiaulin. 300mm_ die face of die.........:).
2.05 House COIIlIC:diGas sbaI atead 1.5 m iBto die IoIs aDd be plugged wilh 1IppIOVed
remoVliJle plugs. Bcddiag sballIe as per approved ~ 4nwing. Tees shall lie pre-
manufactuml fOr ~ 450mm diameter aad smaDc:r, ClORd (00 ale) if 5~ .-....,....
or larger, aad DIllie llClClft aod watertight. TIle iovat of aU lees sballIe Iocaled above
the springtine of h: sewer main aod sballIe a miaimum of 600nun fivm the aearest
adjacenllee or joial, uuIess approved olherwisc:.
2.06 Concrete pipes iolofoul of manholes sballIe COIlCIde aadIed precisely 10 the fuse joint.
2.07 All storm sewers, iocludiog slreel and rear yanI caIchbasin leads (and individual service
lalerals where directed), DIllie inspected using approved high qualily video mxKding
equipmenl and procedlRS. TIle inspection shall lie canied oul in a ~ acc:cplabIe to
the Muoicipalily and all video tapes shall lie submitted 10 lbc Municipalily for review and
permanenl slorage. Video re-inspections may also be requesled.
2.08 Infiltration shall DOl be permitted inlo lbc slorm sewer syslem. All leaks shall be
investigaled to delcrmine lbcir source and shall be cornx:led 10 the satisfaction of the
Municipa1ily.
2.09 Pipes which have failed in any manner, including mdiog (O.3nun design loading cracks
excepled), exposed reinforcing or other defects, shall Ill: removed and replaced 10 the
salisfaction of lbc Director. No repairs shall be undertaken wilhonl the consenl and the
direcl supervision of the Mooicipalicy.
3.0 BACKFlLUNG, GRADING AND GRANULAR ROAD BASE
3.01 Backfill conlaining organic or frozen malerial, or excessively moisl malerial which
C3IU101 support conventional compaclion equipmenl, shall be deemed unsuilable and shall
nol be used. The iniliallift of nalive backfill shall nol exceed 1.0 m in depth above the
compacted sand cover over the slono sewer and each addilional lift shall be placed in
layers nol exceeding 300mm loose measurement (unless pre-authorized by the
Geolechnical Engineer). Each lift shall be cornpacled Wllil il has achieved the specified
densicy before any addilionallifls are placed.
3.02 Backfilling operalions shall follow pipe inslalIalion as closely as possible and be limited
1075 melres of open trench maximum.
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lNSPEmON, MATERIALS AND CONSTRUmON-J8
3.03 The Gcotcd.icaI F'l&inou sbaIJ W.IIl,.aJt all tests, iocludiog faihns and n:IeIts, in
sequential GRIer. 4lOIIIiauousIy dJroucIao-t lhe ~ A c:apy of all lest .... sW be
kept at lhe site.... in acIditioa to IIIVYidia& daily plotting of all lest RSaIts OlIlbc piau
and profile .....
3.04 The CGosI'1l;ng ~ sbaIJ eIISIft tbat tIJc subgrade is fiae ~ to tIJc amct
width, .. tbat IIae minimum )% crossfaB is COllsiRc.dly maimaiaed. willa no
longitudinal ruls pc:nuiUed. 11Ie <Jc,of"""wlic:al F-gi...u shaU employ ..........iatc: Icsling
IIIeaSUnls to assess lite suitability of lhe subglack, ittcIooding pmof-rolliog. and sllllllIUIIr:e
appropriate ~ to lhe C......Ili1lg Euginee,- aod Munic:ipatity. Wbeaevec
possible, .......~ soft amas in the ~ shaU be Rplaced with suitalJle native
material, IIOl ~ material. When additioaaJ granuJars must be used, they should be
consicIenld OIl a $hd by serm basis. SWdrains must then be lowered ac:coc~Iy, and
10: I &ost tapers lIIIISt be provided
3.05 Subdcains sIJaJI be installed ooly after the subgrade bas beea proof-rolled and the road
strucllft bas beea fmalized. Subdraius shall be installed IJue to line and grade, in a
trench c:ondilion, and sball be backfilled with approved ganuIar material llaving
aggregates IIOl exceeding 19nun. All subdnins sbaD be supplied with a filter socL
3.06 11Je GeoledmicaI Engineer sball confirm (m a form a<<q>lable to the Municipality) lite
acceptability of each stage of roadbuilding prior to subsequent stages COCl..-.....ing.
Subsequent stages of road constructioo shall not proceed wilhoot approval from
Municipal stat[
3.07 After base curbs ~ installed, all Granular B must be regraded and verified by Muoicipal
staff prior to placing Granular A (Any Gr.mular A placed prior to base curbs shall be
considered Granular B).
3.08 Granular material shall be tested in accordance willt lite latest O.P .s.s. specifications.
Material sball be tested at lite pit and also as it arrives on site. Materialoot cooforming to
the specifications shall be rejected and removed from sile.
4.0 CONCRETE WORKS
4.01 Concrete to be supplied by MTO. approved sources only. All concrete shall be
monitored and all applicable rests (compressive strength, slump, air entrainment. etc.)
shall be canied out by lite Geotechnical Engineer as specified in accordance willt the
applicable OPSS and ASTM specifications. Any material not meeting speciflC3lions
shall be rejected immediately.
4.02 All concrete to be placed as per the Municipality's Standard Drawings. Conlncbon 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, MATERL4LS AND CONSTRUrnON-J'
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smaUer CIlICb betw_ .......dioo joints in curbs wit ~ n:movalaJd IqJlacaoeut
of Chat section of adJ. Sidtwats with distinct aac:b wiD lIIso ...., RplIC:eII1eIIt
4.03 Curing ~ sbaU lie geoerously applied to all expos.,d QlIIwde surfaces, n:pdlcas
of ambieot t..........-cs or seasoa, between I aod 2..... offiniohiqg.
4.04 All c:wbs to be pIaccd aing approved c:udJ mwtUnes Excess coocn:tc fonocd ~
CW'b InJIdUnc p~ shaU be prompCIy lrinuocd IIId RIIlOved prior to ~ 11lc
minimum Icagth of cudJ to be removed and rqJIaccd man be loS m. No COIICIdc pIldi
repairs sbd be pcrmittccL
4.05 Prior to placcmcot of top cudJ, base cudJ sbd be cleaoed and then ~ by
Municipal staff. Ibsc aab... ~ shaU be rqJlIimI uJ/or RpIaccd as dim:tcd.
4.06 The depth of top curb at lite edge of pavement shall not be less than lOOmm and man be
continually verified by lite Coasulting Eoginecr.
4.07 hnmcdiately prioI"lo Ihe placemcot of top cudJ or sidewalk, lite existiog swface shall be
dampeued with wal<< 10 pl"CYent leaching of moistun: liom lite fresh coocrete.
4.08 Driveways to be as pel" approved house siting plans, with minimum widths of 4.6m for
single detached homes.
5.0 ASPHALT PAVEMENT
5.01 All asphalt pavCll1Cllt materials shall be supplied by MTO approved sources, in
accordance with OPSS 310, 1003 and 1150 (latest revisions thereof).
MarshalVextractioWdensity tests shall be carried out by the Geotechnical Engineec in
accordance with OPSS and relating 10 Ihe 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 sucb, 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 Iherefore corrective
action) of lite asphalt, the onus shall be on the aspbalt suppliers and contractors 10 ensure,
through their own Quality Control melhods, that their product meets the basic standards
with no exceptions for 'bordaline' test results permitted. Any reference to 'borderline'
or to taking 'immediate corrective action' based on notification of laboratory test results
shall be deleted and the product deemed unacceptable. le.OPSS 0310.08.04.02 whK;h
permits air voids beyond acceptable limits, provided the contractor takes 'immeJiale
corrective action' shall not apply. Unacceptable wort shall be immediately removed.
Financial compensation using MTO fonnulas (to offset service life redooion in
borderline work) may be considered, at the sole discretion of the Director. provided such
amount is calculated by the Consulting Engineer, and all parties are in agreement.
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6.0
6.01
6.02
6.03
INSPECT/ON, MATEIlL<<S AND CONSTRUC110N-lO
5.02
Prior to pllciog surface asphah, base aspIJaIt shall be swept clean of all cfid, deIIris DI
dust Areas of_ aspIJaJt sbaIl be ltaou-.d DI replleed as directed, asiDg I vaticaI
sawc:ut at all ~:...a...;\. The lISC of I Geo-Grid or IppIOwd equiYlleat IIIlI1 abo be
directed by the N.ic:ipaIity. Low an:as shall be padded to ensure I surface IIIIt of
unifonn thicbess.
5.03
Each IIIIIIhoIe is to be prccisdy raised to finaJ 8J'Idc. and verified by tbe Developer's
Consulting F'lg' ec.1IId Municipal sta1l _
5.04
TacIc coat shaU be applied just prior to surface paving opcntioos and shall be dowcd to
dry until it is in I pnJper conditioo of ~. The Icuglh of roadway prcp..... shall be
limited to tbe imoucdiate paving sec:tioa, to ftllIuce ~. h shaU be evealy lIIJPicd at
the rate of 0.41itn:sfsq. m taking can: not to spray aubs, sidewaDcs or any otber ad.iacmt
surfaces.
5.05
Driveway paving shall be fUlly inspected and verified fOr depths of stone and aspbak, and
the cODlpaclion tIJercor. and ensuring lhaI asphaIt is at a sufficient te...p....wre for
placement HLJA (lH.JF) wiD not be penniUed, except in special cases with tbe
approval of the Director. Crowning or rouadiog of the limestone will not be pamiUed.
Materials testing may be required ror driveway apron gravel and aspbaJt, as directed.
TOPSOlL, SODDING AND SEEDING
All areas requiriag sod WlI first be fine graded, inspected by the Consulting Engineec,
then prepared with latmn of good quality topsoil. Topsoil and sodding shall meet tbe
requirements ofOPSs 570 and 571, in addition to meeting any additional re<JUirements
set out in these specifiQtions. Boulevards sbaII have 2"/0 positive drainage knv3Id tbe
curb and shall be fidly sodded, except in areas covered by driveway aprons or sidewalL
All topsoil shall be lice liom native till or clay, roots, vegetation, weeds or debris, stones
and clods over 50nun in diameter. Imported topsoiL if required, shall be fertile, loamy,
screened material of a quality acceptable to the Director (containing approximately 4%
organic maUer for clay Ioams and 2% minimum organic matter for sandy Ioams with
acidity range of 6.0 PH). T opso;1 infested by the seeds of noxious weeds will not be
acceptable.
All sod shall meet the requirements of Ontario Sod Grower's Association No. I Bluegrass
Fescue Nursery sod. The sod shall be taken from good loamy soil and shall be healthy,
well permeated with roots, have uniform texture and 3ppearance 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 lionting lands have already been sodded, care must be taken to ensure
-
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INSPECllON, MATERIALS AND CONSTRUOJON-41
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drainage is .....:.....;,..,.) .. a smooda lnDsition is acbieved. On sIope$ ):1 md steeper.
sod shatt be lUted IS requ;...d.
6.04 Laid sod sha1t lie il. r~1IcIy rolled to procIuoe .. evc:a Mface aod WItcIriIItl sha1t
commence ionno..I;lldy dIeIafter and sbat1 Q>IIIj,~ 011 a... basis 1Di111ea1lhy roots
are well esl~ 11 d ... JIClIIUDClIt If sod fails to aIabIBb ..........etdy. it shaU be
muoved and I'~ No attempt sbaU be made to lIy to ~ watIdead sod
through C(Jllllio..... wataiDg, lIIIIess specific permi~ is plied by the Dim:tor. The
entire wort sbatt be doac in a lborougbly wo.l..-"'"ke IUmr 'Nidi an evc:a surface, and
professioaat in ................ Ally sod dec:aaed mil by lbe DiRlctor sbat1 be i.._...ooialeJy
muoved fiom site and rqJ\aced In Ibis n:gant, it is in the 1H:sl interest of lbe <:ootl-.tor
to commWlic:ate wilb midc:als regan\iog the Deeds of nc:wIy laid sod over lbe fin( year.
6.05 Where approvelllry the Municipatity. hydnu\ic -'iqg aad mulching may be pcrfonncd
provided Chat it cooforms to the Ontario Provincial Standard Specification No. sn.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO.!CL2008-12
!
STANDARD DRAWINGS
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STANDARD NO.
C- 101
102
104
105
108
109
III
113
114
301
302
305
307
311
403
501
OPSD- 200.010
208.010
210.010
216.021
219.110
219.180
219.210
220.010
400.010
605.020
608.010
701.021
704.010
802.020
803.030
803.031
804.030
804.05
912.140
922.530
971.101
972.130
980.101
PAGE ONE
STANDARD DRAWINGS
CONTRACT NO. CL2008-12
DESCRIPTION
1200 mm PRECAST CONCRETE MANHOLE
1500 mm PRECAST CONCRETE MANHOLE
SINGLE CA TCHBASIN
DOUBLE CA TCHBASIN
STORM SEWER TRENCH BEDDING
PVC STREET CA TCHBASIN CONNECTION
PVC STORM SEWER SERVICE CONNECTION
ROUND MANHOLE FRAME AND COVER
BEEHIVE CA TCHBASIN FRAME AND COVER
PERFORATED PLASTIC SUBDRAINS
STANDARD CURB AND GUTTER
CURB AND GUTTER DETAIL AT CA TCHBASIN
CONCRETE SIDEWALK
SURFACE PAVEMENT JOINT TREATMENT
TYPICAL COMMUNITY MALBOX LOCATION (URBAN)
1.8 m11.2 m CHAIN LINK FENCE
EARTH/SHALE GRADING - UNDIVIDED RURAL
BENCHING OF EARTH SLOPES
TANGENT SHOULDERS
SUBDRAIN PIPE CONNECTION AND OUTLET DETAILS - URBAN
LIGHT DUTY SILT FENCE BARRIER
STRAW BALE FLOW CHECK DAM
ROCK FLOW CHECK DAM V-DITCH
BARRIER FOR TREE PROTECTION
CAST IRON SQUARE FRAME WITH SQUARE OVERFLOW TYPE, DISHED
GRATE FOR CA TCHBASINS
300 AND 450 ASPHALT OUTLETS FOR ASPHALT GUTTER
METHOD OF TERMINATION, CONCRETE CURB AND GUTTER
MAINTENANCE HOLE BENCHING AND PIPE OPENING DETAILS
MAINTENANCE HOLE AND CA TCHBASIN PRECAST ADJUSTMENT UNITS
FLEXIBLE PIPE ARCH EMBEDMENT
FROST TREATMENT - FROST PENETRATION BELOW BEDDING GRADE
FROST TREATMENT - FROST PENETRATION LINE BETWEEN TOP OF PIPE
AND BEDDING
CONCRETE HEADWALL
GRATING
GUIDERAIL SYSTEM, STEEL BEAM, WOOD POST
ENERGY A TTENUA TOR, END TREA TMENT, EXTRUDER TERMINAL SYSTEM
FENCE, HIGHWAY
FENCE, CHAIN-LINK
PEDESTRIAN BARRICADE
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STANDARD DRAWINGS
CONTRACT NO. CL2008-12
STANDARD NO.
OPSD 2000.010
2001.010
2001.020
2001.030
2001.040
2001.080
2001.090
2235.01
2240.0 I
2242.02
2245.01
2255.010
2420.01
2421.010
MTOD 2245.020
S- 401
408
409
429
431
433
435
TSH-l
TSH-2
TSH-3
PI2523/SpecsI29523-StandDraw.doc
2.
DESCRIPTION
ELECTRICAL ABBREVIA TIONS AND SYMBOLS
ELECTRICAL LEGEND I
ELECTRICAL LEGEND II
ELECTRICAL LEGEND 111
ELECTRICAL LEGEND IV
ELECTRICAL LEGEND VIII
ELECTRICAL LEGEND IX
POLE GUYING DETAILS
WOOD POLE WITH ELLIPTICAL BRACKETS
WOOD POLES WITH AERIAL CABLES LASHED ON MESSENGER
INSTALLATION OF AERIAL CABLE SYSTEMS
POLE WIRING DIAGRAM 120 V SYSTEM
1.8 m or 2.4 m ALUMINUM TAPERED ELLIPTICAL BRACKET
LAMP WATTAGE LABEL FOR LUMINA IRE
MINIMUM VERTICAL CLEARANCES FOR AERIAL CABLE SYSTEMS
SANITARY, STORM AND WATER (MAIN AND SERVICE) TRENCH BEDDING
DETAILS
100 mm to 400 mm DIA. GATE VALVE AND VALVE BOX
HYDRANT ASSEMBLY WITH MECHANICALLY RESTRAINED JOINTS
19 mm TEST POINT BY-PASS
JOINT RESTRAINING LENGTH FOR PVC PIPE
THRUST BLOCKING FOR PVC W A TERMAINS
CATHODIC PROTECTION FOR TRACER WIRES ON PVC
DETAIL - MAZE BARRIER AND CHAIN LINK FENCE
DETAIL -CONFIEROUS TREE PLANTING
DETAIL - DECIDUOUS TREE PLANTING
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!::lQill!
1 All precast components to be from approved suppliers.
2 Pipes must not enter at 0 manhole section joint.
3 Uft holes to be completely filled with mortar before backfilling.
4 Aluminum manhole steps os per OPSD 405.020.
5 Precast flat tap design only as approved.
6 For 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 OPSD 701.021 (use pipe dia. + 100mm for max hole size).
). 0 Compacted sand backfill within 1.0m of manhole.
11 Semi-cost manholes to be individually designed and approved.
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"IN. ONE AI>Jt.IS1WEHT UNIT, MAX. 300mm
~
~
~
~
j
o'
.JOUPo CONCRETE 8EHCHtNG
75mm Of 19mm CRUSHER RUN
UWESTOlft' (COWPACIED) ON
SlRUCTURAU.v SOUNJ GROUNO
. :..
. ,
',~. '-~ -... ~. ~ . .
I.:. .
All dlmen"" ore In mlllmetrn unless othenrbe noted.
Clarin ton
FRAWE AND C<1wtER AS PER C-113
CONCRETE eN'
MORTAR TOP AN) 8OTlOM ROWS otI..Y
(_AC'IIJOER'S SEAlNIT TN'E IlEJWEEN ROWS)
0UTSIlE OF _ 10 AECEM: twO
cor.lS OF IIIIIM<<lUS PAINT WHEN lWlHOU:
NOr lOCATED IN ROKNIAY
PRESS SEAL OR EQUN'Al.ENf
RUlIllER GASI(Ef (WAlIRIIGIfI)
.
POURED CONCRETE
CIWX.E TO 1at JOINT
SEE HOlE
. --18
.
'.
PRECAST
TOP
FLAT
Serrices De ~ent
.............
......... ....
-- ....
-. 2004
1200mm PRECAST CONCRETE MANHOLE
C-101
!:illIES
1 All precast components to be from approved suppliers.
2 Pipes must not enter at a manhole section joint.
3 Uft holes to be completely filled with mortar before bockfilling.
4 Aluminum manhole steps as per OPSD 405.020.
5 For manhole depths greater than 5.0m safety grates required.
6 Max. spacing between sofety grates is 4.5m.
7 For depths greater than 7.5m, or where directed, manhale to be custom designed.
8 For benching detail see OPSD 701.021 (use pipe dia. + 100mm for max. hole size)
9 Compacted sand backfill within 1.0m fram manhole.
10 Semi-precast manholes ta be individually designed and approved.
L-
I.IN. ONE AOJUSTNENT 1NT. WAX.. JOe) ~
8
'"
'=:l
i
8
:"
.
+
" :..
0
...
..
iL
.
JOUPa CONCRETE BENC::HWG
PRECASr BASE
8
All dlmen8lonl CIA In mlllmetres unl... oth........ noted.
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-.
Clarin
n
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FRAME II<<) CO\IER IS PER C-l1J
CCNCAEIE eN'
MORTAR lOP AND BOl1OW ROWS OtI..Y
(lW<<JF.ocnJRER'S SEoIlANr TN'E IlE1WEEN ROWS)
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0UlSIDE OF _ TO RECEIVE twO COATS
OF III1IMlllUS _ WHEN IlANHOLE
NOT lDCATEO II R<WJWAY
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PRECAST 1RNlSIlION
SL\II
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PRESS SEN... OR EQUIVAlDIT
RUIllIER G.I.SKET (WATERIIGH1)
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..: ....
.", ..-41-
POUIlED CONCAEIE
CRADlE TO 1st JOINT
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75mm Of 19mm mJSHER Rl>>I
l.IIlESTONE (COIlPACTED) ON
STRUCTURAU.Y SOUND GROUND
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Services De artment
-....
--
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1500 TO 3000mm
PRECAST CONCRETE MANHOLE
C-102
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115
1=4'"
~
CATCH BA5IN
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m
"L
l00mm PERfORATED
SUIlORAI<
200mm SOLO
WAU. P\1: PIPE ,"
..
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.
.
.
.. . 150
,.' ,', ','it -..' ~;;:r
-.c a. .-". __. . c,~
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....- :..
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- .:~.!:;:;:!:!:
, '.
.c
75mm Of 19mm CRUSHER RUN
lAlESTONE (COOAP.-c1tD)
SECTION B-B
SECTION A-A
B
A
A
. .
NOTFS
1 All precast components to be from approved suppliers.
2 Compacted sand backfill within O.3m of catch basin.
3 Refer to C-109 and C-305 for additional details.
4 Invert of sub-drain and the abvert of catch basin lead are ta be level.
5 lift holes to be completley filled with mortar before backfilling.
B
PLAN
All dlmenalon. ON In mll.metres un.... otherwIM noted..
on
Services De artment
-....
-"""
....
__ 2004
SINGLE CATCH BASIN
C-l04
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115
~r-
I 61.
1700
~r
61.
t.IORfN<
115
lHO
61.
11
,
.
,
.'
.-
.
100mm PERFORATED
5l8lIlMlS
..
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250mm SOlD WALL
""" PIPE
0'---,
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'--",- 250mm SOUO W-'lL
""" PIPE
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",-- .
".. "..
150 .
..~ ~... .....;!.
~_..~~j
LOIES1ONE (COMPACTED)
..... :
:!:":g;:
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.!- !:!.!: _ ;..':;:;..._i!~_
SECTION A-A
SECTION B-B
A
BEAM
A
NOTES PLAN
1 All precast components to be from approved suppliers.
2 Compacted sand backfill within 0.3m 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 same elevation.
5 Lifting holes to be completly filled with mortar before backfilling.
All c::IlrneMloM a... In mlmmetrw ...... otherwI.. not<<I.
of Clarin on
E
Services De artment
_lOll.
--
DOUBLE CATCH BASIN
C-105
-- ....
APRI. - 2004
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COIlPACTED SAHO
'1lS SPO
,-
." ..-
COUPACTED 19 mm CRUSHER
RUN LJMES10NE _ SPO
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"~-.:~.:,"~'- ~"..'~-':
-.- ..
.-.-~.
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-
-.., -.'.
CLASS B BEDDING
BEDDING AND CLEARANCE
1NSIIlE PIPE IlWlETrR
lP 10 900
10!l0 ..., lAAGER
d(YN)
100
150
. (YN)
JOO
500
All dtmenatona ore In mRUmetra un.... otherwbi. noted.
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of Clarin n
Serrices De ~ent
_NO.
STORM SEWER TRENCH BEDDING
-.."." -
__ 2004
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d
t
--
C-l08
19mm CRUSHER RUN L.AtESTONE TO
TOP Of PIPE. COUPACfEI) TO 98S SPO
MANUFAClURED SAN>ED P.Y.C-
sun<: (WA1tRIIGH1}
SOlI) WAlL P.Y.c.
CAlOI BASJrrf lOO
(s.DR. 35)
.
. .
;.
. .'
.- .....
SEE C-ll1
NOTES
1 Pipe ta enter catch basin at right angle
2 250mm dia. lead for double catch basin.
3 200mm dia. lead for single catch basin.
M
All dlmeMlon. Gre In mAim...... unl... oth....... notH.
of Clarin on
P.V.C. STREET CATCH BASIN
CONNECTION
....
APRI. 2004
CATCH
BASIN
..- ~
.._~...;-..,-
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Services De artment
........1Il.
........ ....
C-109
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SUITABlE DEPTH
10 JW:1/I fOIl
CONNEC'IION 10
HOUSE WEEFlNG 1IL
(MIlt 1.8. IolAlt 3.0)
w,t,lER'OOHT PlUG
l00mm CRUSHER RUN lJtrAESlONE
10 TOP Of PIPE
300mm SANO COVER
l50mrn . P.v.c.
(S.OA 28) PIPE
COMPACTED 19mm
CRUSHER R\JH lAlESTOtlI'
PROFILE
OPENING TO BE MACHINE-coRED
IN F1ElD
P.V.c. BRAHCH TO BE FIRWlY
MORTMED TO MAIN SEWER.
(WATER11GK1)
EIRN<<:H HOT TO PROJECT
IIflll SEWER
1 SOmm If 8fWfCH OfF
PftOWlUFN::IURED 1([
CONNECTION FOR SEWER MAINS
525mm16 & LARGER
llilIES
CONNECTION FOR SEWER
MAINS 450mm16 & SMALLER
1 Service connection invert to enter main at springline or higher.
All dlmenaloM are In metrn unl... otherwIH noted.
_NO.
--
CI' on
Serrices De wrlUnent
PVC STORM SEWER
SERVICE CONNECTION
....
APRIl 2004
C-111
FRAME PLAN
4.5mm IAAX.
ClEARANCE
"STORM.
YEAR OF
CONSTRUCTION
COVER PLAN
27
'7' .,3
633
624 SECTION B-B
578
51
I~ II 575
667
900
SECTION A-A
NOTES
1 Allowable tolerance for dimensions of 300mm Of less is l: 3mm.
2 Allowable toleronce for dimensions greoter than 300mm and up ta 900mm is :I: 6mm.
3 The name of the manufacturer is ta be distinctly cast in raised letters.
4 The designation .STOR.... and year of construction ore to be distinctly cast in raised letters.
All dlmeMlonl: OA In mUnm.trn unl... otMrwIse noted.
Sernces De ~ent
-...
ROUND MANHOLE
FRAME AND COVER
--
-. 2004
--
C-113
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B
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nI- B
,.
GRATE PLAN SECTION 8-8
All dlmen-'oml on In mIUImefres unta. otherwls. ~
Serrices De ~ent
-....
BEEHIVE CATCH BASIN --
FRAME & COVER C-114
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820
A'-'
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on
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N N on
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on 151
0
..,
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0 , +-,
;;;
A.-.
FRAME PLAN
152
- 25
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SECTION A-A
CIJR8 _ GUTTER
150_
,
GIlANlJlAA 'A'
IlACI<fLL OR
""""""'"
EQUIV>WIT
l00nwn CORRtJG;,t,lED. summ PLASnC
PH: wrtH F~ INSTAl.1ED
FLlER F.-sRIC.
MQIES
1 Subdroins ore to run continuous on both sides of rood,
2 All subdroins sholl hove sufficient grode to drain into cotchbosin.
3 Subdroins ore to be instolled in 0 trench condition.
4 If additional depth rood gronulors used. subdroins must be lowered accordingly.
5 Proper connections ore to be used when splicing sections together.
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All dlm...tona are In m.......... untn, otherwlH noted.
Clarington
Services De artment
-....
--
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PERFORATED PLASTIC SUBDRAINS
APtlIL ~
C-301
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25
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.... .... ~
SlllEWAIJ( lf1>GE
. ,
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(SEE HOlE .
STANDARD CURB AND GUTTER
R_
DRNE'WAY DEPRESSION
ASf'HAlr
.. ~. ;.
.... -.
- .
- . -
.lI." .....4 ~ ..
~
.'
.. '., .. .,
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.., .. -~..
.-.-.'
.. ..: .-. -.
".- ~
BARRIER CURB
NOTES
1 Concrete sholl conform to OPSS specificotions (3OMPa. 7% :l: 1.5% air).
2 Contraction joints every 3.0m (maximum). Sow-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.
All dImeNIona OR In mIIlm'" un.... oth...... noted.
C-302
on
En . eerin<< Services De artment
-NO.
......... -
N'Rll 2004
STANDARD CURB AND GUTTER
-..,.,
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B
A
.
.
SEE
NOTE 2
B
PLAN
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SECTION A-A
--/1
;I:
~_M(A
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aJRB EIlOS 10 BE IlAIlE ~ (FUJSH)
AT 1IWE OF POlJRIrfG. TOP CURS TO BE
>UGNED NXURAlElY WIlH 8f.sE aJRB.
1.2m
FUU DEP'TH
EXPANSION JOINT
'.
"'
....-
~.~
.'
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NllDl'_
9OT1OW ROWS otI..Y
(lWIUFACIUREII"S SDtNIf TAPE :.'
IlE1WEEN ROWS)
."{'.
,"
",,'
:.
.,
SECTION B-B
NOTES
1 For grote specificatians 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 ane pour.
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AU dlmensloM ore In mllllmetra unI... ott.erwIM noted.
on
Serrices De ~ent
-- ....
-. 2llO4
_Ill.
-......
CURB AND GUTTER DEl AIL
AT CATCH BASIN
C-305
II
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IlIllECIIOlW. ~
.... O.3m N>Nrr
AND 1.5m LONG
~~
.......... _ OF 30m llETWEEIl EXPAHSlON =\
.-rs NIl IIIHERE SIlEWAlJ( -'IlI1IS _ RlClO
SIRIlCIIJ1lE
- -
1.Il
1.5
~l
CONCROE
lNFlU
COHlll.ICIION JOlNJS (m>.)
1.5
...
z
::J
0.75
2X
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....
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JOmm
l50nvn AT ORN'EWAYS
OONP.-cTID NATIVE ~TERW..
(S{E HOl[S 1 NIl 2)
MQIES
1 Use 100mm compacted gronulor 'A' if notive material is deemed unacceptable by the Municipality.
2 Subgrade material to be well compacted, then dampened immediately prior to pouring sidewolk.
3 Concrete shall conform to OPSS specifications (30MPa. 7% :1::1.5% air).
4 Curing compound to be sprayed on sidewalk within 1 hour of finishing.
5 Expansion joints to be be placed full depth of sidewalk.
6 Contraction joints to be 25% of full depth of sidewalk.
7 Surface of sidewalk to hove a broom finish.
All dim""" ar. In '"*- untea otherwIH noted.
Services De artment
-...
n
-....,
STANDARD CONCRETE SIDEWALK
C-307
APRIL 2004
1
BASE ASPtW..T JOIIff
EXIS11NG SURFACE ASPHAlT
10 BE REMOVED
PROPOSED PAVDIENl'
10 lIE REMOVED
..... HL3
AlL EDGES 10 lIE
pMfItD wmt A
III1\AlIHOllS ENUlSION
SECTION A-A
All dimension. are In mIIAm... u.... otharwin noted.
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EXISTING PA'tfJr4)ff
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EXISTJrIG PA\9IENT
Serrices De ~ent
SURFACE PAVEMENT JOINT TREATMENT
_MIl
-....,
C-311
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2.8S,
~ B OUM~NnY MALBOx (:"L _
CESS WAlK. PER C-J07
B~
FRCHT 0.-
CMe
DEPRESSED CURB
POST
"""
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'-",:~?r..~ ';'~~~',~-!::~-::-I '~~'.).i :,~,~~~:/,'~-{;~~'~.:':.
SOO<l(O
IIOUl.EV:
'.2
OHCAETE
ACCESS
SECTION A-A
NO SIDEWALK
DEPRE
CURS
...
~
..
25.Om min.
A~
...
'"
~
~
SlO€WAU<
DEPRESSED
CURS
2.5
FRCHT 0.-
COl" w
z
::;
~
w
w
'"
~
POST ...
CW 1.5
0.. SIOEW.... 0.75
w
Z
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1;;1
DEPRESSEO
CURS
'08X
./-.y .:.;;.::~-~: :"-:~~~:':.t:-'~.~~;:fri':-:~'.:=.~"\;'
:...u.~.,.;,i._._;'..:.
ONCRm
ACCESS
SECTION B-B
SIDEWALK SIDE
AU dimensions 0... In met,., unless otherwise noted.
ton
TYPICAL COMMUNITY MAILBOX
LOCATION (URBAN)
En ineering Services De artment
-....
_..,.
C-403
88.0.... 0.0. OIl POST
COIlNER POST OIl
GAlE POST
3.Om
8IW:E PNIEL
3.Om
1/i60.Jmm 0.0. \JNE POStS
42.9mrn 0.0. BRACE KNUCKLED lOP fOG[
42.9mm 0.0. PIPE IWl FASI9lERS 4SOmm
C.C.
rSJEEl. Sl1lElDIER 8M 50mm -= MESH
/ 5.1-"(_) t7 ,'....,_
" T)" ?'x?'x,)< '0 ?'x
X
X
'"
"\<
X
v
'XV
'0
00
X
J<
108m FENCE E r
"!
~
S1REfCHER 8M /'
'lDOmmC.c.
(Slm. 3 . 1"'"" min.)
vT)"
V ?'x
~
,)<
'0
~
x
--
. ~-
.....
~". .
....
.
~~; \ ~~~
~FASTrNERS 350mm C.C.
~
40-75mm J
ct.ENINICE
E
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3DO
'- DROP fORGED
~
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3.Om
3.Om
J8mm WIRE MESH
.... , GNJGE
E
1.2m fENCE ~
::" '$"
;-
\JNE POST
FllOl1IIG
" ~~~.~..
CQNCOElE RXlllNGS
I:lOIES
1 All posts and pipe roils to be galvanized.
2 Wire mesh to be on the public side of the fence with the posts and roils on the private side.
3 Fasteners sholl be 6 go. aluminum or heavier, all rails and posts gauge to be schedule 40.
4 Sonotubes ore to be used for all footings.
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All d1rnenalona are In mllllmetrea unl... otMt till. noted.
on
E
Services De artment
_II>.
-""'"
1.8m/l.2m CHAIN LINK FENCE
C-50 1
-- ....
__ 2OD4
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TYPE 3 PARTIALLY PAVED SHOULDER --
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NOTES:
1 Rounding shall be 0.5m or greater when specified.
2 Slope is to be 3H: 1 V or flatter when specified.
3 Where cable and steel beam guide rail has been installed prior to shoulder
paving and where shoulder paving is to be placed adjacent to the guide rail,
the outside edge of shoulder paving shall end 300mm from the face of the guide rail.
4 Partially paved shoulder width to be 0.5m maximum.
A All dimensions are in metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING Nov 2004 I Rev I 0 ~
,OR .
TANGENT SHOULDERS ---------- ~ s ;!
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Direction of flow
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- Area under protection
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SECTION
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Direction of flow
n
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Direction
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A All dimensions are in millimetres unless otherwise shown.
SECTION A-A
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2006 Rev 1
g
~~
LIGHT -DUTY
SILT FENCE BARRIER
OPSD 219.110
A
t
Direction of flow
n
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Nole 1
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FLAT BOTTOM DITCH
Bottom of end boles
of downstream row to
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point of flow check.
Downstream bale position
outlined.
Typ
SECTION A-A
Direction of flow
Strow bales
Note 1
~
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V-DITCH
Eorth 9
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Stokes driven flush
B-B
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75
Trench to be backfilled
and compacted
t-1500~
SECTION C-C
NOTES:
1 Number of bales varies to suit ditch.
2 Straw bales to be butted tightly against adjoining bales and shaped ta 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
STRAW
BALE
FLOW
CHECK
DAM
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300mm min
of geotextile in trench
~200
NOTE:
A All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2006
ROCK FLOW CHECK DAM
V-DITCH
OPSD 219.210
Existing fence or right-ot-way
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SECTION A-A
ONTARIO PROVINCIAL STANDARD DRAWING
Original ground line
Nov 2007
BARRIER FOR TREE PROTECTION
OPSD 220.010
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Typ
30. ASPHALT OUTLET
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OPSD 601.010
L Level of gutter line
f~~'~I'-':l
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50mm min
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L 800 --L 400 L 450 --L 400 J'
SECTION X-X, Typ
50mm min
SECTION Y-Y, Typ
NOTES:
A For asphalt spillway details refer to OPSD 605.040.
B For asphalt gutter refer to OPSD 601.010.
C All dimensions ore in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Nav 2007
300AND 450 ASPHALT OUTLETS
FOR ASPHALT GUTTER
OPSD 605.020
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END VIEW
B -
ELEVATION
MOUNT ABLE CURB WITH GUTTER
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3.8m Termination
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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 600 series curb with gutter drawings.
B All dimensions ore in millimetres unless
otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2006
METHOD OF TERMINATION
FOR CONCRETE CURB WITH GUTTER
1150r:nml
m,n
00
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END VIEW
7. Wye connection
8. 45" bend
6. Dead end
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50mm
min
Maintenance No. 1-4 No.5 & 6
Hole Diameter
1200 700 860
1500 860 1220
1800 1220 1485
2400 1485 2020
3000 1930 2450
3600 2195 3085
NOTES:
PRECAST RISER SECTIONS
No.7
Inlet Hale Outlet Hale
700 860
860 11 70
1220 1485
1485 2020
1930 2450
2195 3085
MAXIMUM SIZE HOLE IN THE WALL IN
No.8
780
960
1220
1760
2300
2730
A Concrete far 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 ore nominal.
E All dimensions are in milimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
MAINTENANCE HOLE BENCHING
AND PIPE OPENING DETAILS
Nov 2004
OPSD - 701.021
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150
Front face
of endwall
...". .~:~. "'. .
.. ..
PLAN
L100
25mm dio steel
rods. T yp
roo Pipe+150mm ~
150mm c/c
TYPL
Fixed rods
Table 2
I
125mm
See assembly
details and Table 1
r
TABLE 1 - NUMBER OF RODS IN FRAME
PIPE DIA No of RODS
450 1 See assembly
525 1 details 150mm
600 2 Typ
675 3
750 3 TABLE 2 - NUMBER OF FIXED RODS
825 4 PIPE DIA No of RODS
900 4 1350 3
975 5 1500 4
1050 6 1650 5
1200 7 1800 6
PIPE DIA up to 1200mm PIPE DIA 1350 to 1800mm
22mm dia bolt
threaded 50mm
at the end to
receive washer
and nut. Typ
Hinge strap
Typ
25mm dio
steel rod
Typ
13x50mm
frame
Mounting bracket
Typ
ASSEMBLY
~Frant face of
o[ endwoll, Typ
~ -I 20
1--250 -.:.jl
SIDE VIEW
50 ~5mm dia
l drill
I 1:====
r TOP VIEW
50 L!;:,~,:~:~.-:"o~rrm dio
~~~25
Seol
weld
TOP VIEW
HINGE STRAP
ASSEMBLY DETAILS
FRONT
VIEW
MOUNTING
SIDE
VIEW
BRACKET
NOTES:
1 Grates to be secured by either a bolt and nut or a locking device as specified.
A Metal surfaces shall be either painted with 2 coats of self priming abrasion
resistant immersion grade epoxy or hot dip galvanized os specified.
B Frame. hinge strap, mounting brocket, and steel rods to be medium grade steel.
C All dimensions ore in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Nav 2002 Rev 1
GRATING
FOR CONCRETE ENDWALL
OPSD
804.05
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AFG
AC
AWG
AMB
BFG
BGRD
BlK
BlU
CCT
CE CODE
CMS
CClV
COMM
C/W
COND
CONT
COT
CSA
CTMS
DB
DC
EC
EMI
EOPT
ElV
FO
FTMS
GRN
GRD
AI
A
Cu
F
H
Hz
ABBREVIATIONS
Above Finish Grode
Alternating Current
American Wire Gouge
Amber
Below Finish Grode
Bore Ground
Block
Blue
Circuit
Canadian Electrical Code
Changeable Message Sign
Closed Circuit Television
Communication
Complete With
Conductor
Control
Conduit
Canadian Standards Association
Corridor Traffic Management System
Direct Buried
Direct Current
Electrical Chamber
Electromagnetic Interference
Equipment
Extra low Voltage
Fibre Optic
Freeway Traffic Management
System
Green
Ground
SYMBOLS
Aluminum
Ampere
Copper
Farad
Henry
Hertz
HH
HV
HEC
IGRD
IMPD
IND
ITS
JB
lCS
lV
MH
NEUT
NIC
OESC
PCS
PUC
PXO
RF
RFI
RMS
TS
XFMR
UPC
VDS
WHT
YEl
n
PVC
V
VA
W
Wh
ONTARIO PROVINCIAL STANDARD DRAWING
ELECTRICAL
ABBREVIATIONS AND SYMBOLS
Junction Box
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2000.010 I
Electrical Handhole
High Voltage
Hydro Electric Commission
Insulated Ground (green)
Impedance
Inductance
Intelligent Transportation
Systems
lone Control Sign
low Voltage
Electrical Maintenance Hole
Neutral
Not Included In Contract
Ontario Electrical Safety Code
Permanent Counting Station
Public utilities Commission
Pedestrian Crossover
Radio Frequency
Radio Frequency Interference
Romp Metering Station
Traffic Signal
Transformer
Underpavement Crossing
Vehicle Detector Station
White
Yellow
Ohm
Polyvinyl Chloride
Volt
Volt Ampere
Watt
Watt Hour
Dote
OPSD
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DUCTS AND CABLES
--------
Exp
................tt...
111111111111
~
, I
V
===
I~
:3
-~~-~~
-*LCU~LCU",*
-!l-LCA-#-LCA-{f-
\
Ducts and/or Cables, Underground
Ducts and/or Cables, Surface Mounted
Ducts and/or Cables Embedded. "Exp" Indicates
Expansion Joint
Cables, Installed in Existing Ducts
Cables, Aerial
Cables, in Pavement Slot
Ducts and/or Cables, Future by others
Underpavement Crossing Identification Code, Note 1
Reference Point with Identification Code, Note 1
Duct Stub with Plug, Note 1
Existing Cables and/or Ducts to Remain in Place
Existing Cables and/or Ducts to be Removed
Existing Cables and/or Ducts to be Abandoned
Identification Codes For Existing Duct or Cable Usage:
IDENTIFICATION CODES, Note 2
BCU Bell Cable, Underground
CCA Communications Cable, Aerial
DC Extra Low Voltage Detector Cable
GC Guy Cable
HC Hydro Cable
LC Lighting Cable
PC Power Cable
TS Traffic Signal Cable
TV Television Cable
NOTES:
1 The duct symbol shown is for illustration only, other duct and/or cable
symbols may be used.
2 Add suffix U for Underground or suffix A for Aerial.
ONTARIO PROVINCiAl STANDARD DRAWING
ELECTRICAL LEGEND I Date
OPSD
2001.010
MANHOLES, JUNCTION BOXES
CI I MH32 I
o I JB36 I
@ I HH21 I
PADS AND FOOTINGS
[I] I CP33 I
@ I F43 I
Lll I F44 I
. I SF31
POLES
. I P24 I
o I EP32 I
LS
LS
)8( I R33 I
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2001.020 I
Electrical Maintenance hole with Identification Code
Junction Box, Embedded or Surface Mounted with
Identification Code
Electrical Handhole. Underground with Identification
Concrete Pad with Identification Code
Footing in Earth or Rock with Identification Code
Footing on Structure with Identification Code
Sign Footing with Identification Code
Pole with Identification Code
Existing Pole to Remain with Identificotion Code
Identificotion Codes for Existing Pole Usage:
A Authority Owned Pole
B Bell Pole
C Communicotions Pole
GP Guy Pole
H Hydro Pole
HM High Most Lighting Pole
LS Lighting Pole
TS Troffic Signol Pole
TV Television Pole
Code
Existing Pole to be Removed with Identificotion Code
ONTARIO PROVINCIAL STANDARD DRAWING
ELECTRICAL LEGEND
II
Date
OPSD -
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LUMINAIRES
o
d
<]
D
Luminaire
Luminaire with Shield
Floodlighting Luminaire
Underpass or Surface Mounted Luminaire
o
Luminaire, Number Shown Indicates Luminaire
Location on High Mast Ring with Respect to
Pole Handhole, Note 1
--0
~
~
Luminaire with Bracket, Note 1
Existing Luminaire to be Removed, Bracket to Remain, Note 1
Existing Luminaire and Bracket to be Removed, Note 1
---()F
Future Luminaire and Bracket, Note 1
I U8 I
Luminaire Identification Code
POWER SUPPLY
IZI
&
Power Supply Equipment
Transformer
@
Generator
[:mJ
Power Supply Equipment, Pad and/or Footing Mounted, Note 2
SUPPLY 'A'
120j24OV, 1. 3W
Power Supply Equipment Identification Code
Other applicable description may be used for
transformer, generator, etc..
~
Photoelectric Controller
NOTES:
1 Luminaire symbol shown is for illustration only, other luminaire
symbols may be used.
2 Power supply equipment symbol shown is for illustration only,
other equipment symbols such as generator, transformer, etc.,
may be used.
ONTARIO PROVINCIAL STANDARD DRAWING
ELECTRICAL LEGEND III Date
OPSD
2001 .030
----3
Single Guy with Single Anchor
Double Guy with Single Anchor
Double Guy with Double Anchor
Single Guy with Sidewalk Strut and
Single Anchor
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2001.040 I
GUYING
~
~
~
CONTROL EQUIPMENT
~
Controller Cabinet, Front Door Opens on Side Indicated
~
Controller Cabinet with Adjacent Power Supply Cabinet on
Side as Indicated. Front Door Opens on Side Indicated
~
Controller Cabinet with Attached External Communications
Interface Box on Side as Indicated. Front Door
Opens on Side Indicated
~
u
Controller Cabinet, Pad and/or Footing Mounted. Note 1
Two Controller Cabinets. Pad and/or Footing Mounted,
Side by Side Type. Note 1
I~~I
Two Controller Cabinets, Pad and/or Footing Mounted.
In-Line Type, Note 1
I TC21
Identification Code for Traffic Signal Controller
Cabinet
NOTE:
1 Controller cabinet symbol shown
cabinet symbols may be used.
is for illustration only, other controller
ELECTRICAL LEGEND IV
Date
ONTARIO PROVINCIAL STANDARD DRAWING
OPSD
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MISCELLANEOUS
---1>
"
/
I R12 I
WIRING DIAGRAMS
(/
2-19 C 14 TS-75mm
T '
4
-.-
-.L3
r -, OR r '\
L-.J \.........
DORO
Ground Electrode(s)
Coble Protection Bricks. Concrete Cap. or Marker Tape
in Trench
Identification Code for Removal Equipment
Conductors. Single or Multiple. Identified by Note
Indicates Cables to be Installed in the Same Duct
Indicates Spare Duct for Future Use
Wiring Identification Note
Duct Size. Aerial. or Direct Buried
Type of Cable:
TS - Traffic Signal
HV - High Voltage
LV - Low Voltage
ELV - Extra Low Voltage
CONT - Control
BGRD - Bare Ground
IGRD - Insulated Ground (Green)
CSA designations. may also be used
AWG Size of Conductor
Number of Conductors in Cable;
Not Required for Single Conductor
Number of Cables
In-Line Cable Splice; Number Denotes Number of Cables
Tap Cable Splice; Number Denotes Number of Cables
Wiring Enclosure, Manhole. Junction Box. etc.,
Identification Code Matches Layout Drawings
Equipment Item; Identification Code Matches
Layout Drawings
ONTARIO PROVINCIAL STANDARD DRAWING
ELECTRICAL LEGEND VIII Date
OPSD
2001.080
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2001.090 I
WIRING DIAGRAMS . CONT'D-
Single
Phase
BlK
WHT
GRN
2 Wire
System:
Black, Line
White, Neutral
Green, Ground
Single Phase 3 Wire System:
RED Red, Line 1
BlK Black, Line 2
WHT White, Neutral
GRN Green, Ground
Three Phase 4 Wire System:
RED Red, Une 1, Phase A
BlK Black, Line 2, Phase B
BlU Blue, Line 3, Phase C
WHT White, Neutral
GRN Green, Ground
IA RED 71
Circuit Identification Code:
'A' denotes Supply location 'A'
'RED' denotes Red, Une 1
'7' denotes Breaker or Switching
Device No. 7
NOTES:
A Wiring Diagrams use Electrical and Electronic symbols common to industry
practice. Refer to CSA Standard Z99 for symbols not included in this legend.
B Symbols for 'Existing' and 'Future' items are included only for widely used
items. In general, existing features ore shown in screened or light hnes and/or
shown with a letter 'E'; new construction is shown in bold or heavy lines; and
future work by others is shown in light dashed lines and/or shown with a
letter 'F', Prefix 'E' or 'F' in identification code indicates 'existing' or 'future'
respectively
C Where Quantity Sheets are not used, location, size, quantity and type of
equipment to be installed may be indicated by notation on the layout drawings.
o Symbols crossed out with an 'X' indicates 'for removal'. Symbols crossed out
with a double stroke . / / . indicates . to be abandoned",
ONTARIO PROVINCIAL STANDARD DRAWING
ELECTRICAL LEGEND IX
Date
OPSD
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and nylon cable tie
100
Messenger coble clamp to suit line ongle
16mm galvanized steel machine bolt with
75x75 mm square curve washer and nut
Guy where required. OPSD-2235.01
Lashing wire clamp
1 mm die stainless steel
lashing wire. Note 2
Plastic coble spacer,
and nylon coble tie
LINE POLE ATTACHMENT
Line Angle Less Than 30. ..
~ Guy fitling where reqUIred. OPSD-2235.01
.3'00 /" _____ 16mm dio galvanized steel thimble eye bolt
I"ij ~~ _____ with 75x75 mm square washer and nut
04- :>
S '>S..>; ___ 3-bolt guy clomp, or preformed guy grip
S 100"""-- Compression connector
/ Plastic coble spacer, and nylon coble tie
Lashing wire clomp
ONTARIO PROVINCIAL STANDARD DRAWING
WOOD POLES WITH
AERIAL CABLES
LASHED ON MESSENGER
Preformed guy grip~
or 3-bolt guy clomp ...."'"
compreSSion~\oo
connector
Plastic coble
spacer. and
Nylon cable tie
Steel
messenger
Note 1
Clevis for preformed
guy grip
ANGLE POLE ATTACHMENT
Line Angle Greater Than 30.
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NOTES:
1 For number and type of cable. refer to
layout drawings and wiring diagrams. For
cable arrangement, riser conduit and junction
box requirements. refer to OPSD-2240.01,
2540.01. 2552.01. layout or detail drawings.
2 Lashing wire to be installed in a one wire
spiral lay using a mechanical cable lasher.
A Pale attachment height shall be at 600mm
min from pole tap and as high as possible.
Far minimum attachment heights see
OPSD-2245.01
B Steel messenger cable shall be installed to
tension as shown an OPSD-2245.01. size and
grade as indicated in the contract.
C For non-permanent installations of 70m span
or shorter. nylon cable ties at 450mm c/c
may be used in lieu of lashing wire for
cable support.
D All dimensions are in millimetres or metres
unless otherwise shawn.
1 mm dio stainless
steel lashing wire
Note 2
Note 1
Jumper
3-bolt guy clamp or
preformed guy grip
Compression
Steel
#6 AWG system ground bare
wire in protective moulding
16mm dia galv
steel thimble eye
boll. with 75 x
75mm square
washer and nut
DEAD END ATTACHMENT
Date 1992 12 15
Date
OPSD
2242.02
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ground wire to luminaire(s)
Note 1
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copper to copper with
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Ground stud
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Low voltage Neutral
cables
/16 AWG bare stranded copper
ground wire
Cable to cable ground connection
/112 AWG low voltage
riser wires
Note 1
Fuse holder kit
with 600V, lOA
KTK fuse
Pole Handhole
run where required
Cable to ground
electrode connection
IF----- Ground electrode located
U as indicated on lighting
layout drawings
NOTE:
1 Broken lines indicate additional conductors for double luminaire installation.
ONTARIO PROVINCIAL STANDARD DRAWING
POLE WIRING DIAGRAM
120V SYSTEM
Date
OPSD - 2255.010
L
BRACKET
DIMENSION
1.8m 2.4m
H L 1.8m 2.4m
H O.9m 1.2m
4.775mm well thickness
Elliptical 64x108 70<125
Section mm 00 mm 00
Elliptical section
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25mm dio hole
DETAIL A
NOTES:
A For mounting details. see OPSD 2250.01.
B All dimensions ore in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
1.8m AND 2.4m ALUMINUM
TAPERED ELLIPTICAL BRACKET
~10BI .,
~'": .,~
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<</s- 62 ~5>
SECTION A-A
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lamp wattage label
BOTTOM VIEW
25mm min
Lamp wattoge lobel LJ 25mm m;n
SIDE VIEW
Background colour
Note 1
l TYPICAL LAMP WATTAGE CODES
Block IDENTIFYING LAMP
numerals NUMERAL WATTAGE
Note 2 .~
E 7 70 W
E 10 100 W
E
on 15 150 W
"
J 25 250 W
35 350 W
40 400 W
75mm min I
LABEL DIMENSIONS
NOTES:
1 A gold background shall be used for high pressure sodium and fluorescent red
background for the metal halide labels. Labels shall be made using high visibility
reflective sheeting.
2 All numerals on the labels shall be black and made from 9mm wide line and
numerals shall be minimum of 50mm high.
A Do not cover manufacturer's label.
S Labels shall be the peel and stick type.
C All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
LAMP WATTAGE LABEL
FOR LUMINAIRE
Nov 2005
OPSD
2421.010
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r- 0.0. + 600-1
I ("IN. 900) I
r-O.O. + 600-1
I ("IN. 900) I
~~~ti~. .'.~~;:.
. ...-~~;'....." , " '....~;.... ::.;:~
~~~k ~~~~~:\}~$.~ ":~~:~:;t.;t~
CONCRETE CRADLE
SANO CO'IER CO"PACTrO
TO 9811 PROCTOR DENSITY
PlAIN OR REINFORCED
CONCRETE ~IN. 15 tAPa
DRY TRENCH
19 mm CRUSHER RUN
U"ESTONE CQMPACTrO
TO 98 X PROCTOR
DENSITY
wn TRENCH
19 mm TYPE 1
CLLIR STONE
100
,
CONCRETE ENCASEMENT
DETAIL
CONCRETE ARCH
,. PVC WAlERMAlN .......Y NOT BE CONCRETE ENCASED.
2. CONCRffi ENCASOAENT or GRAVITY SANITARY
SEWERS "UST EXTEND FROt.t PIPE JOINT TO
PIPE JOINT.
3. THIS DETAIL APPUES TO PROPOSED ptPING ONLY.
CL&~~ A
REINFORCED As = 1.0" 4 = 4.8
RElNfORCED As = 0.4" If = 3.4
PlAIN 4- 2.8
~O.D. + 6OO-J
I ("'N. 900) I
r;~;-?:;:li~:{;[00;".:;\~:;~t~
:'~'.-~":>:~
.-....;.""".
r-O.D. + 6OO--j
I ("'N. 900) I
_~~::.-;i;;,;:,;:;?}'~';~:;;:l~W 1
SAND COVER COMPACTED
TO 98" PROCTOR DENSITY
SAND BEDDING AND COVER
COMPACTED IN 150 mm LAYERS
TO 9811 PROCTOR DENSITY
~::..:,....'
.'." :'r; ~
.:-.-'--
OR'( TRENCH
19 mm CRUSHER RUN
UUESTQNE COMPACTED
TO 98 II PROCTOR
DENSITY
WIT TRFNCH
19 mm TYPE 1
CLLIR STONE
N:......",
'>'>\-~;'>:::~;:~:'.~:-.~ ~~:. ~._'-":~ 100
CLASS D
DUCTILE IRON AND COPPER PIPE
CLASS 8
CONCRETE AND CPP PIPE
If = 1.9
LEGEND
r-O.D. + 600--j r-O.D. + 6OO-j
I ("IN. 900) I I ("IN. 900) I
t~ .:::~J~:;~:,:\'0:~.'ll::f}~'fi~;- ~g8~~P~~1TY ~:,,;i::@j5f;};'~':~:~:h~if: Ttg
19 mm CRUSHER RUN
UMESTONE COMPACTED
TO 98 X PROCTOR
DENSITY
0.0. - OUTSIDE OIAMETER OF PIPE
Lf - LOAD fACTOR
As = AREA or STEEL
NOTES
,. BEDDING W.TERlALS SHAlL BE ruUY EXTENDED
AND COMPACTED AGAINST TRENCH WALLS.
BEDOING MATERIALS SHAll. BE PLACED AND
COMPACTED IN 150 mm LAYERS.
2. NO MECHANICAL COt.tPACTlON EQUIPMENT SHALl
BE USED ON TOP OF PIPE PRIOR TO PLACING
A MINIMUM OF 300 mm COVER.
3. PIPE SHAL.l BE BEDDED TO PROPOSED UHE
AND GRADE WITH UNIFORM AND CONT1NUOUS
SUPPORT FROM BEDDING. BLOCKING wrTH Nf(
HARD OBJECT SHALl NOT BE USED TO BRING
THE PIPE TO GRADE.
4. 19 mm OIA. CRUSHER RUN UMESTONE TO
MEET OPSS 1010 - GRANULAR A SPEC. -
TABLE 2.
5. 19 mm lYPE 1 CLEAR STONE TO OPSS 1004,
100" CRUSHED.
6. CONCRETE TO OPSS 1350.
AU DIMENSIONS IN MIWMETRES EXCEPT lMiERE NOlED.
owe. DATE: 1978 03
RE\1S1ON NO.: 8
REV. DATE: 2007 04
SCALE, N. T.S.
19 mm TYPE 1
CLEAR STONE
WET "I'Re<<:H
DRY TMNCH
PVC
CLASC;: P
PE AND VC PIPE
SANITARY, STORM AND WATER
(MAIN AND SERVICE) TRENCH BEDDING
AND CONCRETE ENCASEMENT DETAILS
8-401
WORKS OEPARTlolENT
13 mm ROUND
HOlE I'l1TH
GROMMET
135 mm SUDE TYPE
VAlVE BOX &: COVER
TRACER I'l1RE
EOO
qlO!
NO
.Z
~~
"'"'
EXTENSION (AS REQUIRED)
50 mm OPERA llNG NUT
OPEN TO LEFT
GUIDE PLATE
NON-RISING STEM
TRACER WIRE CONNECTED
TOGETHER USNG A SPUT
BOlT I 10 CONNECTOR.
SPUT lloLT SHALL BE
WRAPPED IN ELECTRICAL
PUTTY.
WA 1'ERMAIN
~ t. :.:
~:~..~. .;~f .:.;
L300-J
SUDE lYPE
EOO
qlO!
NO
.Z
X",
<",
"''''
TRACER 'MRE
LTENSlON STEM SHALL BE
FASTENEO TO OPERATING
NUT WITH 2 SET SCREWS
/
\
~
\
~
\
\
\
\
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At
G
....::
. ::j~. .;..:.
..11.... ". ..:
... :t-.
5.4 kg ZINC ANODE
SOUD CONCRETE BlOCK
150 mm x 150 mm )( 300 mm
Ll50-J
NOTES
1. VALVE BOX SHAU BE AOEQUAlElY BRAcm Wl-IILE BACKAWNG
AND MUST REMAIN PLUMB.
2. VALVE BOX EXTENSION SHALL BE USED ONLY IF REQUIRED.
3. REFER TO "STANDARD SPEOflCATIONS FOR THE CONSTRUCTION
OF WAlERMAINS" FOR PLACEMENT OF MARKER STAKES.
4. VALVE SHALL BE COIAPLEffiY BACKFILLED I'o1TH 19 mm
CRUSHER RUN UMESTONE.
5. WHEN THE DEPTH OF THE OPERATING NUT IS GREATER
THAN 2.0 m BELOW ANISHED GRADE AN EXTENSION
STEM SHALL BE USED.
6. AU.. INUNE VALVES INSTAllED ON PVC WATERMAIN SHALL BE
RESTRAINED AS PER $-433, UNLESS OTHER'tt'ISE NOTED.
7. If VALVE BOX IS LOCATED IN A GRAVEl AREA. A
1.0 m )( 1.0 m x 50 rnm ASPHAlT COllAR SHAU BE INSTAUED.
a TRACER WIRE COATED. 7 STRAND,
12 GUAGE TW75, TWU75 OR
RW90XlPE v.1RE RATED AT MINUS 40' C.
9. TRACER WIRE SHAll BE INSTAllED
OUTSIDE VALVE BOX AND BROUGHT
INTO UPPER SECTION THROUGH 13 mm
ROUND HOLE AND SHALL BE MINIMUM
450 mm IN LENGTH.
10. TRACER WIRE SHALL BE INSTALLED IN ALL
P.V.C. AND C.P.P. MAIN UHE VALVE. BOXES.
11. CATHODIC PROTECTION, BONDING CABlE AND TRACER WIRE
SHALl BE /4S PER $-435, $-439.
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ALL DIMENSIONS IN MIWMETRES EXCEPT WHERE NOTED. I
D~. DATE: 1991 11
REVISION NO.: 15
REV. DATE: 2007 04-
SCALE: N.T.S.
100 mm TO 400 mm GATE VALVE,
VALVE BOX AND TRACER WIRE
ARRANGEMENT FOR PVC OR CPP WATERMAIN
WORKS DEPARn.tENT
8-408
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WRAP lRACER WIRE
ONCE AROUNO
HYDRANT BARREl.
TRACER WIRE COATED
7 STRANO 12 GAUGE
1W7S. lWU7S OR
RW 90 XLPE WIRE
RATED AT MINUS 4O"C
19 mm CRUSHER RUN
UI~ESTONE COMPACTED
TO 98X PROCTOR
DENSIlY
CONCRETE BLOCK
200 x 200 x JOO
1.1
WORKS llEPARlloIENT
'l. H'/DRANT
ATTACH TRACE WIRE
UP THROUGH SPUT
RING ANO FASTEN TO
HYDRANT FlANGE BOLT
~~
~~
l.
ADJUSTABLE VAlVE BOX SHAlL BE
SET FLUSH WITH FlNISHEO GRACE
Iii...
O~
'l!e>
;;;0
m~
0%
IL
...
.....
of
....
TRACER WIRES CONNECTED TOGETHER
USING A SPUT BOLT , 10 CONNECTOR
SPLIT BOLT SHAll BE WRAPPED IN
ELECTRICAL PUnY
150 mm GATE V&VE
150 mm
PVC PIPE
,
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NOTES
JOINTS SHALl BE MECHANICALlY
RESTRAINED AS PER $--4-33
CONCRETE BlOCK
MIN. 1000 150 x 150 x 300
19 mm CRUSHER RUN
UlAESTONE COt.lPACTEO
T098XPROCTOR
DENSITY
OR AS PER t.lUNICIPAl STANOARO CROSS-SECTION
MIN. 1500
1. JOINTS SHAL.l. BE UECHANICAULY RESTRAINED.
2. BEDDING AS PER $-401.
3. HYDRANT EXTENSIONS SHAlL BE INSTALlED AT BOTTOM OF BARREL
4. ANCHOR TEE. VAlVE &: HYDRANT SHAll BE COMPlETELY BACKFlUEO
WITH 19 mm CRUSHER RUN UMESTONE.
5. IF HYDRANT REQUIRES ACCESS ACROSS DITCH, INSTAl.lA.TlON SHALL
BE AS PER S-428.
6. TRACER WIRE COATED. 7 STRAND. 12 GAUGE 1W75, 1WU75 OR
RW 90 XLPE WIRE RATED AT MINUS we.
7. TRACER WIRE SHAll BE lNSTAllED AT ALL HYDRANT LOCATIONS.
8. CAlHOOlC PROTECTlON. BONDING CABlE AND TRACER WIRE SHALl BE AS PER 5-435. 5-439.
All OIMENSIONS IN t.lIWt.lETRES EXCEPT WHERE NOTEO.
OWG. OA TE, 1978 03
RE'v1S1ON NO.: 12
REV. DATE: 2007 04
SCAlE: N. T.5.
HYDRANT ASSEMBLY WITH
MECHANICALLY RESTRAINED JOINTS
8-409
SADDLE
WORKS IlEPARlMENT
VAlVE SHAlL BE
OPERATED fJ'( REGKlNAl
PERSONNEL ONLY
PROPOSED WATIRt.lAIN
MIN. 60D
MIN. 600
PROPOSED AND EXISTING WATERt.lAIN SHAlL
BE TAPPED USING SERVICE SADOL.E
19 mm WJN STOP SHALl BE
REMOVED AND REPlACED
WrTH A 19 mm BRASS PWG
AFTER TESTlNC HAS BEEN
COMPL.ETID
~I
..
FLOW
COPPER COt.tPRESSION
JOINT TO MAlE I.P.T.
COUPUNC
EXISTING WATERt.tAlN
19 mm TYPE -e<"
COPPER
19 mm BACKFLOW PREVENTER
19 mm CURB STOP MAY BE
OPERATED fJ'( THE CONTRACTOR
ALL DIMENSIONS IN MIWMETRES EXCEPT \\HERE NOTED.
OWG. DATE: 1982 03
REVISION NO., 5
REV. DATE: 2005 05
mm TEST POINT BY-PASS SCALE, N.T.5o
8-429
NOTES
,. TRENCH SHAll BE LEfT OPEN AND FENCED IN
ACCORDANCE WITH SAFETY REGULATIONS.
2. fNSULAll0N OF WATERMAlN BY-PASS REQUIRED
DURING FREEZING CONDmDN5.
19
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RESlR.'lNED JOINT DErAIl
AS PER S-433
ItRENCH WIDTH I
~~~ON~R~W~ ~~~~.~'~:' '<: -~
TO 98 ~ or PROCTOR I . ...< ,;:.... 0.0.
DENSITY. ~ ~~/....O_.;:-;.:
~ ' .. ,.... ~IN. 300
75
HORIZONTAL DEFLECTION
SECTION A-A
RESTRAINED JOINT DETAIL
/is PER $-433
19 mm CRUSHER RUN
UMESTONE COMPACTED
TO 98 ~ OF PROCTOR
DENSITY
SEE
BAB~ '.
I TRENCH WlOTH I
-L.
'<':':-~:" .;:.~ ::'". 150
.'.'. ......'~
:::~.:'~; :.~'~:.{::' *
19 mm CRUSHER RUN
U~ESTONE C~PACTEO
T098%Of
PROCTOR DENSITY
'.
CLEIIR STONE FOUNDATION
AS REQUIRED
SEE NOTE 3
,
SECTION 8-8
DOWNWARD THRUST
VERTICAL DEFLECTION
I TRENCH WIDTH I
"'>';;";":.~O
...,.... ,. ..,.... "IN
;.~4~." :'::;;' M.
........ '0 .:','" 0.0.
~;~~.:._... ,..'T~'
SECTION C-C
UPWARD THRUST
TABLE NO. 1
MINIMUM DIUENSION FOR
GRANULAR THRUST BLOCKS
PIPE DIAt.IETER (mm)
100&:150 200 300 4-00
NOTES
OEFL
ANGLE
1. AU.. JOINTS ENCOUNTERED WITHIN THE SPEClFlED
RESTRAINING lENG1H "L- SHALL BE RESTRNNED
ON EACH SIDE OF THE RmNG.
2. GRANUlAR THRUST BLOCKS SHALL BE fULLY
EXTENDED AND COMPACTED AGAINST TRENCH WAlLS.
3. IF THE BEARING CAPACITY OF TRENCH 8ED
RESlsnNG DOWNWARD THRUST IS lESS THAN
100 KN/m2, CLEIIR STONE FOUNDATION SHALL
BE PROVIDED JS DIRECTED BY THE ENGINEER.
4. WHEN FITIINGS ARE PART\Al..LY OR ruu.y EXPOSEO
UNDER PRESSURE. ALL JOINTS ~UST BE RESTRAINED.
5. ALL FITTING JOINTS SHALL BE RESTRAINED IN EARTH
nu. APPUCATlONS. JOINT RESTRAINTS ARE NOT REQUIRED
FOR STRAIGHT RUNS IN ENGINEERED FlLL APPUCATJONS.
6. CAlHODlC PROTECTION, BONDING CABLE AND TRACER WIRE
SHALL BE /IS PER $-435, $-439.
11.25'
22.5'
45'
90"
TABLE
"L"
MINIMUM RESTRAINING
VERTICAL DEFLECTION
DOWNWARD THRUST UPWARD THRUST
PIPE
OIA.
(mm) 11.25" 22$ 450
100&150 1.5 2.6 4.9
200 2.0 3.7 6.3
JOO 2.6 5.2
400 3.6 6.7
t 1.25' 22.5"
4.9
6.3
400
400
450
600
soo
SOO
550
700
700
700
750
950
600
600
650
850
NO.2
LENGTH (m)
HORIZONTAl
OEFl..ECTION
45' 11.25' 22.5' 45'
90"
8.1
10.5
7.5
9.6
10.1 1.5
13.1 2.0
2.8
3.7
4.9
6.3
9.0 8.8 13.4 16.3 2.8 5.2 9.0 14.9
t 1.6 11.2 17.2 23.7 3.6 6.7 t 1.6 19.3
AU. DIMENSIONS IN MIWMEiRES EXCEPT Yt1-IERE NOTED
DWG. DA IT: 1991 11
REVlSlON NO., 5
REV. DATE: 2006 04
SCALE: N. T.S.
JOINT RESTRAINING LENGTH
FOR PVC PIPE
(IN COMBINATION WITH GRANULAR THRUST BLOCK)
WORKS DEPAR'IMENT
8-431
UNaSTURBED GROUND
~
!E
:J:
o
Q
I!'
GRANUlAA THRUST BlOCK
19 mm CRUSHER RUN
UIlESTONE COIAPACTED TO
9B :II: PROCTOR 00ISI1Y.
MECHANICAL JOINT CI>P
0';
on-
-~
GRANUlAA THRUST BLOCK
19 mm CRUSHER RUN
UMESTONE COMPACTED TO
98 :II: PROCTOR DENSITY.
.,,' ..."".........
........
.0.
JOO
I
I
3001
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I
JOO I
0.0.
300 I
I
ELEVATION
DEAD ENDS
,..
RESTRAINED TEE
TRENCH WIDTH
WHERE PIPE IS lWO SIZES lARGER OR
MORE TO REDUCED PIPE.
i.e. 300 ., TO 150 tl
200 ., TO 100 .
PLAN
RESTRAINED REDUCER
"L"
U~RBED GROUND
GRANUlAR THRUST BlOCK
19 mm CRUSHER RUN
UMESTONE COMPACTED TO
98 :II: PROCTOR DENSITY.
ELEVATION
PLAN
PLUGGED CROSS
NOTES
1. AlL JOINlS ENCOUNTERED WITHIN THE SPECIFlED
RESTRAINING lENGTH -L. SHAll BE RESTRAINED FROU
THE FlRST JOINT ON FlTTlNG.
2. GRANUlAR Tl-lRUST BLOCKS SHALL BE FULLY EXTENDED
AND COMPACTED AGAINST TRENCH WAI.15. If TRENCH
WALl ARE SATURATED OR DISTURBED. SPECIAl DESIGN
DETAILS OF THRUST RESTRAJNT SHAlL BE PROVIDED BY
THE ENGINEER FOR REVIEW BY THE REGION.
3. GRANULAR THRUST BLOCKS SHALL BE ENCLOSED WITH
FILTER fABRIC If GROUNO WATER TABLE IS ABOVE THE
TRENCH BED OR IF GROUND WATER IS SEEPING
THROUGH TRENCH WAlLS.
lEi
I I
'MlRKS DEPARTMENT
THRUST BLOCK FOR PVC WATERMAINS
FOR HYDRANT RUNOUTS, TEES
AND DEAD ENDS
ALL DIMENSIONS IN M'WMETRES EXCEPT WHERE NOTED. I
DWO. DATE, 1991 11
REVISION NO.: 9
REV. DATE, 2007 04
SCAlE: N.T.S.
PIPE '"L. lAIN. RESTRAINING
DIA. LENGTH (m)
100&:150 15.2
200 19.6
300 27.7
400 36.3
I
4. WHEN FlTTlNGS ARE PARTlALL Y OR fULLY EXPOSED
UNDER PRESSURE. ALL JOINTS MUST BE RESTRAINED.
5. AlL FlTTlNG JOINlS SHAlL BE RESTRAINED IN EARTH
FlLL APPUCATlONS.
6. CATHODIC PROTECTION, BONDING CABLE AND TRACER
WIRE SHAll BE AS PER 5-4.35, $-439.
7. ALL SIDES SHAll BE RESTRAINED FOR IN UNE TEES.
8. JOINT RESTRAINTS ARE NOT REQUIRED fOR STRAIGHT
RUNS IN ENGINEERED FlLl APPUCATIONS.
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8-433
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r#fl~~/\"
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#c
.~
5p
C(
~
~
...J1t
5iJ"'"
~
..,1:&
5iJ""
~ /'
~~~
v ~
i ~~~
i ...<JV~~~.~ ~
J J 'f$.""....L~ .;Jo eaP~j ~ . /L
~ ( V'" ,ptf?)),O
'((. ~Gfr€?~~)). J
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NOTES ~~Jlf .;Jo
1. ANODE SHAll BE PlACED AT lEAST 1.0 m AWAY FROM
THE WATER SYSTEI.I APPURTENANCES AND J>S DEEP J>S
THE BOrrOW OF THE APPURTENANCES. MINIMUM DISTANCE
BETWEEN ANODES StW..l BE 1.0 m.
2. AlL BONDING AND ANOOE CABLE CONNECTIONS SHAll BE
THERMfTE WELDED. AI..L THERMITE WElD CONNECTIONS SHAll
BE COATED WITH AN APPROVED COATING MATERIAL
3. BONDING CABlE SHALL BE NO.6. SEVEN STRAND
COATED COPPER WIRE, CADWElOEO TO F1TTINGS.
4. 5.4 kg ZINC ANODE SHALL BE SUPPlIED ANO INSTAllID IN
A MANNER APPROVED BY THE REGION fOR EVERY
1000 m Of lAACER WIRE INSTALLED.
5. MAGNESIUM ANODE CABLES SHAll. BE BLUE AND
ZINC ANODE CABlES SHAll BE WHITE.
6. ONE 5.4kg ZINC ANODE SHAll BE INSTAlLED
ON EACH RE~NER.
CATHODIC PROTECTION / BONDING
CABLE / TRACER WIRE
FOR PVC AND CPP WATERMAIN SYSTEMS
ALL DIMENSIONS IN MIWMElRES EXCEPT 'MiERE NOTED.
owe. OA TE: 1981 04
REVISION NO.: 6
REV. OA 1E: 2005 05
SCALEo N.T.S.
8-435
6. 40mm I.D. STANDARD STEEL RAIL
ABOVE GRADE TO BE PAINTED YELLOW
ENAMEL
o
en
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21
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1. 8m CH AIN LINK FENCE-"
PER C-501(1.8m/1 ,2m CHAIN LINK FENCE) TYP,
(PER ADDENDUM No,l)
I'
'v
3000
I'
3000
o
o
o
I U1
"
, ;1 u
! <:
! Ct:
L ASPH 0 e-
WALKWAY 7 0
0 >-
"' <:
/ '"
='
/ <:
I Ct:
2000
o
~
o
1 FOR R/\IL DETAILS SEE OPSD 98D 101
PLAN
o
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NOTES
2 FOR FOOTING DETAILS SEE OFSD 972130
3. STEEL SLEEVE (IN ALL FOOTINGS) TO BE
6mm THICKNESS WITH 1.0. 10mm GREATER
THAN FIPE 0.0 200
II
3000 ASPH. WALKW.A Y
1600
"1'600
200
4 SLEEVE TO BE 100mm ABOVE FINISHED
PATH ELEVATION (LEFT) & FLUSH RIGHT.
5. OUTSIOE SLEEVE/PIPE TO BE BOLTED
& LOCKED, BOLT TO BE 75mm CLEAR 0
TO PATH ELEVATION. en
en
~
50mm ASPHALT
o
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en
~I
N,TS
PRORLE - SECTION A
~~
8rcnltec1:.
planners
513 DivisionSlreet
CObourg,Ontario
"A""
TEL 905-372.2121
FAX 905-372-3621
E-mail cobourg@lsh<:a
WWW.Is/l.C3
MEARNS A VENUE AND CONCESSION
ROAD 3 RECONSTRUCTION
CONTRACT CL2008-12
Detail - Maze Barrier and Chain Link Fence
DATE
APRIL 200B
TSH-1
rn
.
;1
,
~I
DROJECT No.
12-29602/12-29689
OWG.No'
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M~RK NORTH SIDE OF TREE
IN NURSERY; ROTATE TREE
TO FACE NORTH ON SITE
UNLESS DIRECTED
OTHERWISE BY LANDSCAPE
ARCHITECT
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.
MINIMUM ZX DIAMETER OF ROOT BAll
...,
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I-J.TS
CONIFEROUS
TREE
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NTS
I
~TIH
engineer.
architects
planner.
I
DO NOT CUT OR DAMAGE LEADER
PRUNE ONLY INJURED OR DEAD BRANCHES RETA.IN NATURAL SHAPE
! STEfL TSARS (40 X 40 X 5 X 2400) OR ACCEPTABLE WOODEN
SUBSTITUTE. PLACE STAKE ON SIDE or PREVAILING WIND
NOTE: USE 3 STAKES WHEN TREE IS OVER 24m IN HEIGHT
TREE TIE TO BE FASTENED AROUND THE TREE IN A FIGURE EIGHT,
TREE TIE SHALL BE MIN. 25mm WIDE AND OF ". MATERIAL THAT
WILL NOT DAMAGE BARK AND WILL REMAIN SOFT AND PLIABLE
UNDER ALL WEATHER CONDITIONS
IWHERE GUYW1RES WILL NOT INTERFERE WITH MAINTENANCE EQUIPMENT
OR PEDESTRIANS, STAKE USING 3 GUYWIRES AT 120"'
SECURED TO 30 X 50 X 450mm WOOD ANCHORS.
BASE OF TREE TO BE FLUSH WITH GRADE OR 75mm ABOVE fiNISHED
GRADE IN POORLY DRAINED SOILS TRUNK FLARE MUST BE VISIBLE
DO NOT COVER TOP OF ROOT BALL WITH SOIL '
lOOmm COMPRESSED LAYER OF SPECIFIED MULCH,
KEPT BACK 150mm FROM TRUNK
CONSTRUCT 100mm HIGH TOPSOIL SAUCER
1:1 SLOPE ON SIDES OF PLANTING HOLE.
OF PLANTING PIT
CUTA,ND REMOVE ALL TWINE, ROPE. WIRE AND BURLAP FROM TOP
HALF OF RDOT BALL
AROUND PLANTING PIT.
SCARIFY EDGES AND BOTTOM
BACKfiLL WITH EXISTING SOIL MIXED 2,1 WITH TOPSOIL OR TRIPLEMIX
FIRMLY COMPACT OR WArER SOIL r~~ 150mm LAYERS TO ElIM:NATE AIR
POCKETS AND PREVENT SEnlE~1ENT THOROUGHLY SOAK PIT WITH
WATER IN NEXT TO LAST LAYER
PLACE ROOT BALL ON UN[XCAVATED OR THOROUGHLY
I COMPACTED SOIL
WATER THDROUCHL Y AFTER PLANTING
PLANTING
DETAIL
513DivisionSlreet
Cobourg. Ontario
"A SO<>
TEL: 905-372,2121
FAX 905-372-3621
E-maitcobourg@lsh.ca
www.tsh.ca
MEARNS A VENUE AND CONCESSION
ROAD 3 RECONSTRUCTION
CONTRACT Cl2008-12
Detail - Coniferous Tree Planting Detail
DATE
APRil 2008
DROJECT No
12- 29602/12-29689
DWG.No.
TSH-2
CONSTRUCT 100mm HIGH TOPSOIL SAUCER
1:1 SLOPE ON SIDES OF PLANTING HOLE
BOTTOM OF PLANTING PIT
CUT AND REMOVE ALL TWINE. ROPE, WIRE AND BURLAP FROM TOP
HALF OF ROOT BALL
AROUND TREE BASE
SCARIFY EDGES AND
DO NOT CUT OR DAMAGE LEADER
PRUNE ONLY INJURED OR DEAD BRANCHES. RETAIN NATURAL SHAPE
MARK NORTH SIDE OF TREE
IN NURSERY; ROTATE TREE
10 FACE NORTH ON SIlE
UNLESS DIRECTED OTHERWISE
BY LANDSCAPE ARCHITECT
REMOVE TRUNK WRAP ArTER PLANTING
STEEL 'T' BAR (40 X 40 X 5 X 2400) OR ACCEPTABLE WOODEN
SUBSTITUTE. PLACE STAKE ON SIDE OF PREVAILING WINO.
TREES UNDER 70mm CALIPER REQUIRE 2 STAKES, TREES 70mm CALIPER
AND OVER REQUIRE 3 STAKES. ENSURE STAKES ARE NOT DRIVEN
THROUGH ROOT BALL
TREE TIE TO BE FASTENED AROUND THE TREE IN A FIGURE EIGHT
TREE TIE SHALL BE MIN. 25mm WIDE AND OF A MATERIAL THAT .
WILL REMAIN SOFT AND PLIABLE UNDER ALL WEATHER CONOIllONS
WHilE CORRUGATED PVC PIPE RODENT GUARD SOmm BELOW
GRADE TO 500mm ABOVE
BASE OF TREE TO BE FLUSH WITH GRADE OR 75mm ABOVE FINISHED
GRI>.DE IN POORLY DRAINED SOILS. TRUNK FLARE MUST BE VISIBLE,
DO NOT COVER TOP OF ROOT BALL WITH SOIL
100mm COMPRESSED LAYER OF SPECIFIED MULCH.
KEPT BACK 50mm FROM TRUNK
I
BACKFILl. WITH EXISTING SOIL MIXED 2:1 WITH TOPSOIl. FIRMLY
COMP,ACT OR WATER SOIL IN 150mm LAYERS TO ELIMINATE AIR
POCKETS AND PREVENT SETTLEMENT THOROUGHLY SOAK PIT WITH
WATER IN NEXT TO LAST LAYER
PLACE ROOT BALL ON UNEXCAVATED OR THOROUGHI~Y
COMPACTED SOIL
I
MINIMUM 2X DIA.METER OF ROOT BALL
WATER THOROUGHL YAFTER PLANTING
I
I
DECIDUOUS TREE PLANTING DETAIL
I
N.TS
I
I
N.TS
liJ!:!!!
architect.
planner.
5130<visionStreel
CoboYrg.Ontario
K9A 5G6
TEL 91J5..372-2121
FAX !}()5.372-3621
E-ma~ cobou'V@lsh,ca
WWW.lsh.ca
MEARNS A VENUE AND CONCESSION
ROAD 3 RECONSTRUCTION
CONTRACT CL200B-12
Detail - Deciduous Tree Planting Detail
OATE
APRIL 2008
I
DROJECT No
12-29602/12-29689
TSH-3
I
owe flt):
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2008-12
GEOTECHNICAL INVESTIGATION
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Ref. No, 5263-8-1
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~ : ' '-~-~;~rs$;:-~ BH16
l' E?)1: ~I I ,!
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BOREHOLE LOCATION PLAN
NOT TO SCALE
Enclosure 1
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Reference No : .5263-8-1
Client: i\lunkip.dit.v ofClarinJ!lon c/o TSII
Borehole No: 1
Project: Iloltd Rcconstrudion
Location :\'ICllrnS A't"eJCon Rd J, Rownutnville. ():\I
Datum Ele\'ation :
SlIBSlJRFACE PROFILE
s I
~ s
! I gj
~ 0 i Ground Surf3ce
i l ASPHAL T
I Jl\ 190 mm)
_, GRANULAR FILL
~. 1325 mm)
~
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S.ilndy cia}', some silt. hrown. moil't to I 0
wet
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SAMPLE
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Standard
Ptnetration
Blows/JOOmm
20 40 60 8,0100
Enclosure No : 2
Method : AIl~CI'
Diameter: 110mm
Water %
Plastic Limit
i Liquid Limit
10 20 30 40
.
V.A. WOOD ASSOCIATES LIMITED
AS
AS
AS
I I i I
Date: Ft'bruaJ'y 29. 20ftS
Remarks
BlIrehole uprn and
dl")' on co~pldil)n
Disk No :
Sheet: J of I
I
I.
Rdutnce No : 5263-8-1 Borehole No . 3 Enclosure No : .4
.
Client: Municipality of Cia ring ton c/oTS11
Project: Road Reconstruction Method: AUf!:u
Location: Menros AveJCon H.d J, Howmanville. O~ Diameter: 110mm
Datum Elevation: Date: lieb291"'htrl9. 2008
SUBSURFACE PROFILE SAMPLE \
51 1 Standard Water %
; i E I - . Penetration Plastic Limit Remarks
'0 . ,
= I ~ ~ "' BlowsJ300mm liquid Limit
~ - "' . 5 . ;;
> Co 5 .. Co ;> 2040 60 8~IOO 10 20 30 40
-" . ~ ~ , ~ i
'" Q '" Z ....
-Yo Grnul1d Surface
ASPHALT ~
1 \ I\OOmm' I AS .
\ GRANULAR FILL /w-l>
I 1300 mm'
I I 2 SS 15 0
I-
I I
I FILL
I
, 3 SS 22 0 I
I Ol1!anic stained silty sand. 1r3(:C gravel, .
I 2- organics. grey. moist to wet, compact
] I I
,
4 SS 26 0 I
~. MI\&l
3-
CLA YEY SILT . 5 SS 5 ) .
, Firm. tract o~anics. organic lKiour.
I
greenish grey. wet cll"cd in ~It J.7 m
i
~4 VARVED CLA Y AND SILT ~
I I
I Firm to stiff. interbedded day and silt.
I occasional fine Sltnd. brown tben grey.
. moist 6 S5 9 P
i '1 brown ~
, -
I gny
!
6-1 ~
- p .
7 SS 6
1-6.55
, ~ ,
rnl! or Hnrehlllt' : :
-
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V.A. WOOD ASSOCIATES LIMITED Disk No:
Shed: I of I
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Reference No : 5263-8-1 Borehole No : 2 Enclosure No: j
Client: 1\'lunidp:ditl or C1arington c/n TSII
Project: Road Reconstruction Method: .\ugcr
Location: 1\.learns AvcJCon H.d 3, Rowm..m'iIIc. O'i Diameter: 11 Omm
Datum Elevation: Date: Fcb29/!\'larI9, Z008
SlIBSlIRFACE PROFILE SAMPLE
E I .1 ' Standard W~ter %
I
c I E . . Penetration I Plastic Limit Remarks
,~ . . BlowsIJOOm m Liquid Limit
.. ~ '" . ..
> C. E .. E c. ,.
. . . .. 20406,080100 10 20 3fl ol}l
C;; .. ,. Z
Q '" ~ Z ...
--L Ground Surface I
0 ASPHALT
1.425 1\ . (IOOmml .. I AS
o;-..~:
- GRANULAR FILL
\ _(325 mm 1 /
, ;.. 2 S5 IS 0
I- FILL
~ " I
I
-l Organic stained silty sand. trace ~r.n'cl. Q
,
-j organics. ~rey. moist. compact J 55 12 0
-ui 2
r-- -j ! clu.cd in 4lt 2.2 m
I ~ 15S I
-I 4 13 0 . I
3~
VARVED CLA Y AND SIL T ~
I Stiff 10 very stiff, interbedded clay and
I . silt, occasional tine ~nd, bmwn then 5 55 20 0
I . grey. moist
. 81
-4
- 4 V;
- ~
. ~
6 55 3 P .
5- CLAY ~
Soft, trace gr.lvel. grc}' :%
wet ~
6~ %
/':: 7 S5 J ) I
~(I.SS J /~ I
r-- I !
F nd llf Uoreholt :
-
ij i I , i i
V.A. WOOD ASSOCIATES LIMITED Disk No:
Shltet: I of I
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Rde.-cnce No : 5263-8-1 Borehole No . 4 Enclosure No : 5
.
Client: Municip.tlity ofClarin~ton c/o TSII
Project: Road Ilcconstruction Method : .\~cr
Loution: Mcuns Ave.lCon H:d J, Uowman\'iIIe. 0:'1/ Diameter: 110mm
Datum Elevation: Date: February 29. 2008
SUBSURFACE PROFILE SAMPLE I
E J Standard Water %
I
c " . Penetration Plastic Limit Remarks
.~ il "0 " . , Blows/JOOmm Liquid Limit
;; ~ . ~ . ;;
> E ;; E Co ;>
. , " 2,0 4~ 60 80100 10 20 30 40
;;:; " ~ i
'" Z f-o
....!!- o ' Ground Surface ,
I J, ASPHALT .
fIIHlmml I - Borthole "lien and
l *".(
GRANULAR FILL I AS dr)" un CO!'llllction
~ -4.. 1300 mml
I .~
~
I ;>
~ FILL
I Il '"
, 2 55 20 0 .
I Mixed ~.-avclly slIInd and o~anic Q
I stained sandy silt. trace asphalt ~
i ~ fragments at the bottom, mixed brown
I and ~rey. moist, complllct to dense
I 1
d 3 5S 53 0
J
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Reference No: 5263-8-1 Borehole No: 5 Enclosure No: 6
Client: 1\lunicipality ufClarington do '1'511
Project; Road Recnnstructioo Mdhod : .Auger
Location: Mearns AveJeoo Rd J, Bownlllnvillc, ON Diameter: IIOmm
Datum Elevation : Date: ficbruar:r IS, 200S
SlIBSlIRFACE PROFILE SAMPLE
E Standard Water ./0
= E , . Penetration Plastic Limit Remarks
.g "0 , . " BlowslJOOmm Liquid Limit
. .c ~ . ~ . ;;1
,. 0. E ;; E Co ,
. . 20 40 60 80100 10 20 30 40
iil . >. ~ >. Z
Q '" z f-
~ i Ground Sunltcc I
-O.J() 0 \. ASPHAL T (60mm) ~ 1 SS 33 0 Horeholc open and
I \ GRANULAR FILL J dry un completion
1- 2 SS 11 b
FILL
1 j 3 SS IJ 0
I
i 21 "lixcd Slomd. silt, ~ravcl and topsoil.
greyish hrown, moist. l'ompal't
4 SS IJ 0
19'1 SANDY SIL T TILL 5 5S 9 ~
J
Compact, trace fine J{ravcl. brown, ;,.
iron oxide stains. moist
~4~ '"
a Q
VARVED CLAY AND SILT P
. -1 Stiff. interbedded clay and silt and ~ 6 SS 11
5....
j occasional tine sand, brown. moist
~5.5
- ~ CLA YEY SILT TILL
6-
,~ Very stifTto hanl, trace tine to , 7 5S II :)
medium grnvel, Krey, moist
-8.05 J 8 5S 39 0
-
End of Uon:hole
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,10-; i 1 i I i , I i
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V.A. WOOD ASSOCIATES LIMITED DiskNo:
Shed: 10ft
I
Ref~Rn(:C No : 5263-H-1 Borehole No . 6 Enclosure No : 7
.
Client: :\. uniciplIlity of Clarin~ton do TSII
Project: Road Rccnnstrudion Mdhod : Au:?:cr
Loution: Mearns An.lCon Kd J. HownulO\'iIIe. o;~ Diameter: IlUmm
Datum Elevation: Date: "'ebrulIry 15.20118
SURS1'RFACE PROFILE SAMPLE I I
5 I I Standard Water %
= ~I Penetration I Plastic Limit , Remarks
I - . ,
..@ "0 - . . BlowslJOOmm I Liquid Limit
~ i '" '" ..
~ 5 .
,. I Co ' E ~ Co >
~ ~ , ,., . ,., 20 4!' 60 80\00 \0 20 J~ 4,0
i;j "'I '" ;l: z !- i.
~ 0 (;round Surface
1'1'1. ASPHALT (60mm) ",',.
A GRANULAR FILL ......:... \ AS Borehole ollen and
I I dr,., on CO~I)lction
I 1
i FILL
I 1- Mainly topsoil. trace S:.Ind. black, 2 5S 8 J
I loose
P-i i
i HI I
, ~ FILL ) I
, I J SS 4 i
, 1 Organic stained sand)' clay, ~rcyish
~ 2~ hruwn. moist. loose ',:':
4 a
, J
I ;.. b
i J 4 SS 9
! a '"
, , VARVED eLA Y AND SILT '" I
I 34
I J Stiff. inter-bedded clay and silt. ~ 5 b I
I 55 9
i , b row At moist
~
I I
-
I I
-,' 1
-' 4~ ~
eLA YEY SIL T TILL
Very stiff, trace fine to medium
gravel, brown. moist
6 SS 24 0
i 5
I End or Borehole
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V.A. WOOD ASSOCIATES LIMITED DiskNo:
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Reference No: 5263-8-1 Borehole No : 7 Enclosure No : 8
Client: Mnoidp:dity of CI~rington c/o TSII
Project: Road Reconstruction Method : Au~c=r
Location: 1\lenrns :\ve.lCon Kd J. Rowman\'iIIe, O:'lj Diameter: IlOmm
Datum Elevatioo : Dafe: Fchrua~' 15. 20UM
SUBSURFACE PROFILE SAMPLE
E I I] i Standard Water %
c E " . Penetration Plastic:: Limit Remarks
.~ . ,
:; I .c " .c .. Blows1300mm liquid Limit
Il .
~ C. E = E Co ;.
. . ,., , ,., 2,04,060 llfllflO 10 20 3!l 40
iii Q '" ~ Z ... Z
I
-.!!...... 0 (;round Surf4lce
. \. ASPHAL T (60mm) :/1-
I'"'" i . GRANULAR FILL -I 1 AS Uorehole OI)eD ltnd
. .
dr")" on completion
1- 2 SS II J
FILL
I -I \Iixed sand. silt and gr..vcl. brown,
.' wet, loose to compact J
d 2~ m 3 SS 9
j IT
....
;.. 4 SS 4 P
~ IT '"
i , Q
3] IT :)1
FILL "-.. 5 SS 9
,
Mixed sllnd. silt and topsoil, trace IT ,
I 4j ~ravel. mixcd hrown and grey. moist.
loose to nry loose
~ II I
"--..
,
IT
..... l(
. 6 SS Ll
...2.... 5
I End of Borehole
~
6~
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7- i : I , ,
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V.A. WOOD ASSOCIATES LIMITED Disk No:
Sh~et: I of I
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Reference No: 5263-8-1
Borehole No
:8
Enclosure No : 9
I
Client: Municipality of Cia ring ton eJo TSII
Project: ROlld Reconstruction
Method : Au~cr
I
Location: Mearns Ave.lCon Rd 3. Bownuln,'ilIc. ON
Diameter: (tOmm
Datum Elevation:
Date: "'ebrual")' 25. 2UO~
I
.
SllBSURFACE PROFILE SAMPLE
e I] Standard Water %
= e - u Penetration Plastic Limit Remarks
.: - u . BlowsIJOOmm Liquid Limit
'ii .;; ... ..
:! e u
,. c- o Co >
u << . 204060 8OIl!O 10 20 30 40
;;j 01 >> ~ >> Z
'" z I-
~ 0 Cround Surfact'
- r-. ASPHAL T (75 mm)
~. GRANULAR FILL O:'r;: 1 AS Borehole fllu:n and
I i' dr}' on compldion
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,
I 1
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I FILL
I 2- ~
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~ portion. cla)'cy sand with scams of '"
I topsoil al the buttom . Inet organics. 4 SS 19 0 .
~
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I 3~ "
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I 5 SS 10
~
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j CLA YEY SIL T TILL
I Stiff to vcry stiff. Inlce fine gravel. 6 SS 14 0
'] brown, moist .
--=2....
End of Borehole I
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Jl.A. WOOD ASSOCIATES LIMITED Disk No:
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Reference No : S263-8-1
Borehole No : 9
Enclosure No: 10
Client: 'hnicipality OrClllrinl:::ton c/o TSII
I
Project: Road Reconstructinn
Method : .\u~u
Location: Mearns .\nJCon Rd J. Bowman,,'iIIe. ON
Diameter: 110mm
I
Datum Elevation:
Date: Februltry 25, ZOn8
I
SUBSURFACE PROFILE SAMPLE
e I 1- Standard Water-Jo
= e I . . Penetration Plastic Limit Remar-ks
.s . ,
.. -=1 0 . .Q Blowsl300mm Liq uid Limit
.Q . . ..
> e .. e c. 0>
. c. . , 20 40 60 8,01?0 10 20 3,0 4,0
:;; . ! ,., ;$ ,., i.
c '" z ...
" I o j Ground Surface
M ..;, ASPHAL T (75mm)
., .. AS
GRANULAR FILL ....;. I . Borehole f)I,en and
-0.5 -
- dry on completion
1~ 2 SS 37 0
4 FILL
..I
I
I -! ,'Vlixcd organic stained sandy silt. ch.y 3 SS 18 0
-i .
2~ .;Iod topsoil. trace orgllnics, organic
I I odour, bluish gre)', Dloist to wet, dense Iffl I I
1 , then compact
1
! ~ >- 4 SS 16 0
I '"
-2.9 I
- 3-f c
i eLA YEY SIL T TILL I SS
., ,; 15 0 .'
j
J Stiff. trace fine gnlvt'I, brown. moist
to wet
-4
- 4 ~
CLAY
Stiff. varved structun noted. hrown, ~ 0
moist ~ 6 SS 17
P 5
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Reference No: 5263-8-1 Borehole No . 10 Enclosure No : 11
.
Client: Municipality of Clarin~ton c/o TSII
Project: Road Refllnstruc1ion Method : .\u~(r
Location : M~ams ..\.'veJCun Rd J. Howmaoville. 0:"1 Diameter: 11 Omm
Datum Elevation: Date : "'ebrua~' 25.20118
SUBSURFACE PROFILE SAMPLE I
e Standud Waler %
c e " . Penetration Plasti<: Limit Remarks
.g "0 " . , 8lows/JOOmm Liquid Limit
. .c "" "" ..
Q. :! e .
> e 0. :>
. v . , >- 20 4,0 60 80100 10 20 30 40
0;; >- :< i.
Q OJ Z ...
..!..... o ! Ground Surface
1\ ASPAHL T (70mm) J
~ AS
GRANULAR FILL ~. ~"" I Borehole open and
.0.5
- dry un cnmplelion
1- 2 SS 21 0 .
- FILL
j ;;..
i \1iud organ;, stained ""ndy silt. day m
! and topsoil at Ihe top, da)'cy sill till CO 3 SS 18 0 I
I - fill with organics at tbe bouom. bluish i
I 2J gre:y then brown, moist 10 wet. Q I
I compact
~ I
I 4 SS 21 0 .
I -2.7 I
End of Borehole
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Reference No : 5263-8-1
Client: 1\lunidpality ufClarington c/o T511
Project: ({oad RCi."onstruction
Borehole No
Location: i\'Iearns AnJCon Kd J, Howmanville. O:\'
Datum Elevation:
:11
Enclosure No: 12
Method : Au~er
Diameter: IlOmm
Date: ..'ebruaf")' 15. 20llS
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SUBSURFACE PROFILE
E
.c
frl
Qr
"
Ground Surface
ASPHAL T (70 mm)
GRANULAR FILL
FILL
~
2
Mixed ol"f.:anic stainro sandy silt and
clay. trace organics. brown (0 grey.
moist~ compact
End of Horthule
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SAMPLE
"
.
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E
c
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Standard
Peaetration
Blows/300mm
2040 60 80100
Water ''Ie
Plastic Limit
Liquid Limit
10 20 30 40
.
.
VA WOOD ASSOCIATES LIMITED
.
c
. ..
~ >
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'"255200
'"
Q
3
130
SS
Remarks
H(lrehole open .1011
dry fm completion
Disk No :
Sheet: I of 1
I
Rtfcrence No: 5263-8-1
Borehole No
12
Enclosure No : J3
I
Client: M lIniciplllit~.. uf Cla-rington elo TSII
Project: Road Reconstructiun
Method: .\uJ!;cr
I
Location: Mearns ..\veJCon Kd J, lJowmanvillc. ON
Diameter: IlOmm
Datum Eltvation :
Datt : "'ehrulI'1"" 25. 2U08
I
SUBSURFACE PROFILE SAMPLE
C I Standard Water %
c C ~ v Penetration Plastic Limit
.~ .. v ~
;; ... .. ~ .. ;; Blows/JOOmm Liquid Limit
, I ;;, :l C .
E v 0- ;..
~ Q! " :s ~ " i 20406080100 10 20 3.0 40
"' '" Z ....
~ , o ! Gruund Surfllce
ASPHAL T (75mm)
- ~.~-
GRANULAR FILL I AS
Remarks
I
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SS
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.
I
\ht sand at the top, o~anic stained
s:.mdy silt with trace topsoil at the
hottl)m, brown then grey with organic
odour, moist. com pad
Q
I
3
S5
19 0
.
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Disk No:
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Reference No: 5263-8-1
Borehole No
:13
Client: i\lunicipality of Cia ring ton do T511
Project: Road RCl'onstruction
Datum Elevation:
Location: i\-ll:l1rns A\'c.lCon H:d 3, Rowmuville, O:\'
SUBSURFACE PROFILE SAMPLE
I .I S12ndud Water Y.
e I I ~ . Penetration Plastic Limit Remarks
-=1 " , Blows/JOOmm Liquid Limit
... .... ..
,,-' ~ e .
e . "- :> 2040 60 80100
. ,., :< , ,., i. 1020.J040
Q '" Z f-
0 Ground Surface
ASPHAL T (75mm)
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e
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FILL 0: Z SS 25 0
Mixed organic stained sliIndy silt, Q
gra\'d and topsoil, traelf' org.mil's,
hluish grey. organic udour, moist,
compact
3 SS 21 .-->
V
.
End of Borehole
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V.A. WOOD ASSOCIATES LIMITED
Endosurc No : l-t
Method : Au~cr
Diameter: IIOmm
Date: J<'ehrua ry 25, 2008
Disk No:
Sheet: 1 of I
I
Refe:rcnc~ No : 5263-8-1
Borehole No
14
Enclosurt No: 15
I
Client: !\'Iunicipalily of narin~lon do ",'SII
Projed : Road RCCuDstruction
Method: Aug,cr
I
location: Mearns Ave.lCOR Rd 3. Rowmllnville. ON
Diameter: 110mm
Datum Eltvation :
Date: Fch25/l\'hlr12, 2008
I
, .
SUBSURFACE PROFILE SAMPLE
. .1 Standard Water 0/.
e " . Penetration Plastic Limit Remarks
.~ '0 . . Blowsl300mm Liquid Limit
;; l\ .., " .., ..
:! E .
> E Co ;>
. ~ . >> 2040 60 801~ 10 20 J() 40
<;; >> ~ Z
'" Z !-
j-.!.... 0 Ground Surface
"- ASPHAL T (70mm) t Ilorchole olH~n and
GRANULAR FILL ;~'~. ". I '\S dQ' on complclion
-11.5
- ._,".',
.
lJ FILL 2 SS 17 0 .
1
Mh:ed orglluic stained sandy silt.
1 ~ravel and topsoil. trace o~anics.
1 bluish ~rey. organic ooflUr. moist.
., rvN-
, ' SS 24 0
d2~ comp:u:t J .
i l ,.
j 4 SS 43 0 .
'"
SAND and SIL T "
I
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1
1 , sand lInd silt. occasional thin beds of ,
., 0
i day, hrown then gn:y. wet 5 SS 24
i
1
4j brow n
-
I grey
~ 0
1 more day scams 6 SS 13 .
~ I
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Refernce No: 5263-8-1 Borehole No: 15 Endosure No: 1(.
Client: Municip..lit)' of C1aringtoo clu TSII
Project: Road Reconstruction Method: Auger
Location: Mearns AvcJCon Kd J. Ro\t'm..nville. ON Diameter: IlOmm
Datum Elevation: Date : I'~bruar:' 25. 20118
SlIBSURFACE PROFILE SAMPLE
E Standard Water 0/.
c E ~ v Penetration Plastic Limit Remarks
.g "0 . v , BJowsl3OOmm Liquid Limit
;; .c .., .., ..
~ E v
> Q. E ~ Co ;.
v v >. , >. 2.0 40 60 S.ol\"> 10 20 3.0 4.0
i;:j Q '" ~ Z ... Z
2- .0 Ground Surface
I\. ASPHAL T (75mm)
GRANULAR RLL 11 I AS . Borehole nl)cn and
.. ~.
~I , I dry un co~plction
1 ;.
Ii FILL 2 SS 125 0
I '" I
i Mixed organic stained sand~' silt, Q
~ ~ra"cl and topsoil. trace o~anic.'l.
I i Muish ~rc}'. o~anic ooour, moiSI.
21 compact 3 SS 21 0 .
.? I
....:::.:.... ~
I j ,
... 4 SS J.o 0
j SAND and SIL T
..
Compact to dense, interbedded fine ....
sand silt. some thin seams of clay at ,
the lower portion, bruwn then grey. S 55 32 0 .
moist to wet
I brown
4- -
I grey I
. ~
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.'llOme scams of c1I1Y. wet ,; SS 27 0
~ 5j
End of Borehole
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V.A. WOOD ASSOCIATES LIMITED Disk No :
Sheet: I of I
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Reference No: 5263-8-1
Borehole No : 16
Enclosure No : 17
I
Client: i\lunicipalit)' of Clarint:ton c/o TSII
Project: Road Reconstruction
Method : Au~cr
I
Location: Mearns Ave./Con Rd 3. &wmamville. ON
Diameter: 110mm
Datum Elevation:
Date: I<'ebrual"}' 25. 2008
I
,
SUBSURFACE PROFILE SAMPLE
8 I Standard Water %
= 8 - . Penetration Plastic Limit Remarlu
.g .. - . . B)ows/JOOmm Liquid Limit
~ .c .. . .c . ..
- C. E .. 8 Co >
. I . 2~ 4,0 60 801~0 10 20 30 40 I
<;i . ,., ~ ,., i:
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~O Ground Surflice I
ASPHAL T (75mm)
I .. n
-II" I GRANULAR FILL . I AS Borehole open and
~ - , dr)' on completion
"I SANDY SIL T TILL b
11 Complier. trace fine ~ra"'c1. hnlwn. 2 5S II .
~ wet
., 4 ;.-
--'- ;
CO I
I J S5 24 0
I -t Q .
2 I
l
4
J SAND and SIL T
I I 4 55 27 0 .
~ Compact. interbedded fine sand and
I silt. occasional seams of clay at the
! , tOil, more day at the hullom. brown
31 then grey. moist to wel
5 55 14 0
,
I I
- brown
4~ -
~ grey
J
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5 .
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Reference No : 5263-8-1
Borehole No : 17
Enclosure No: 18
Client: Mllnicipalit} of CIa ring Ion c/o "fSII
1
Project: Road Reconstruction
Method: Auger
Loution : j\:lc1Irns AveJCon Rd 3, 1I~lwmanville. 0:'4
Diameter: t IOmm
1
Datum Elevation:
Date: February 25, 200K
SllBSlIRFACE PROFILE
SAMPLE
1
s I I
;; I s
-.: I I
. , ,;; I
~ I fr-
O;; Q i
11) I 0 I Ground Surf..cr
~ ASPHAL T (75mm)
, .J
_ I J GRANULAR FILL
~
I
II~
I ~
~, I
I
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I '~
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,
Standud
Penetration
Blowsl3OOmm
2040 6!l801l!O
Water 0/.
Plastic Limit
Liquid Limit
10 2,0 30 40
"
.
.Q
S
"
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.
"
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~ ;>-
~ i
Remarks
'0 _
I! ;
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1
6' ~-
AS
.
Hore-hole open llnd
dr): on completion
.~.
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1
SIL TY CLA Y and SAND
Mixed silty da}' and sand. dark
brown, moist, loose
(Probahle FiJI)
SS 7)
2
1
1
SS Olli
3
o .
SIL TY SAND TILL
1
;..
VCr)' dense. some fine to medium
I.:nn:el, light brown. damp
55 Olli
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Disk No :
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Reference No : 526J..8..1 Borehole No : 18 Enclosure No: 19
Client: Municipalit)' ofChlrinKton do TSII
Project: Road Recunstruction Method: Auger
Location: Mearns :\ve.lCOR Rd J. Howman,'iIIe, ON Diameter: l1Qmm
Datum Elevation: Date: '<ehrullry 25. 200S
SUBSURFACE PROFILE SAMPLE
I ,
5 I] Standard Water %
c il " . Penetration Plastic Limit Remarks
,~ " . , BlowslJOOmm Liquid Limit I
;; " ..
. 5 .
, l~ ;; "" ;>
. . n 20406080100 '0 2,0 30 4,0
'" QI ~ Z '" i.
1 ,
~ 0 i (;mund Surface
I j' ASPHAL T (75mm) ~ Ron'hole open and
GRANULAR FILL I AS
~ ~ ' , dr)' on I.'omplelion
I j 2 55 lJ(~ 0 .
I ~
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I ~ SIL TY SAND TILL .
"
i Very dense. some fine to medium "
i 31 I{ntvel, bn)wn. damp to moist Q
I
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,
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..:::2.. 6 55100-H 0 .
'1 End of Hon~holl:
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Reference No: 5263-8-1
Borehole No: 19
Enclosure No ; ZlI
Client: Mtlnicip~lit)' of Clarin~lon c/o 'I"S"
I
Project: I{(lad R<<onstruction
Location: Mearns AveJCon Rd 3, Bowmanville. O~
Datum Elevation:
Method : ..\u~er
Diameter: IIOmm
Date: I<'ehruaf")' 25. 2008
I
I
SUBSURFACE PROFILE SAMPLE I
I; I ~ I 1.1. I Standard Water %
,
c - ~I Penetration Plastic Limit Remarks
~ . Blows/JOOmm Liquid Limit
~ I~' "" . "" . Oi
; E Oi I; Co =-
. ~ :< c ~ i 20 40 ',0 8,01l!O 10 20 3,0 4,0
W '" z ...
NO GmumJ Surface I
ASPHAL T (70mm) I
, ~-~~-- I
1-1104 GRANULAR ALL I AS . Borehole ollen and
-
- d r,Y on com plC(ion
I FILL
Ij Sand)' silt, trace topsoil. organics, m 2 S5 . p,
I brown. wet, loose
~
SAND 5S 121
I :, Compact fioe sllnd. tract ol1!anics, 3 0 .
, I brown, wet
~ 2- fPossiblc FilJ\
, -
'" 4 55 54 0
~ '"
I Q
5 5S 110< 0 .
i eLA YEY SIL T nLL r..'ftl
I I
i i
I I Hard, trace tine grnel. hrown. moist
I 1
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H I
5
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Reference No : 5263-8-1
Borehole No
20
Enclosure No: 21
I
Client: Munici!}lIlity orClarington (to "l'SII
Project: Road l-lcconstruction
Method: .\ugel"
I
Location: Mearns .-\n.JCon Rd 3. Bowmlln\'iIIe. ON
Diameter: IIOmm
Datum Elevation:
D3u: : February 15. 2008
I
SlIBSlIRFACE PROFILE
SAMPLE
E
'0
..0
E
>>
'"
-
.
';;
~
-
.
..0
E
,
z
.
,
4> -;.
c. :>
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Standard
Penetration
Blowsl300mm
20406080100
Water %
Plastic Limit
Liquid Limit
10 20 3~ 40
Remarks
I
E
c
.2
';; .c
~ i gj
~ 0 Ground Surface
I' ASPHAL T (BOmm)
~ GRANULAR FILL
I ! ~
'I FILL
)_ Interlayered topsoil and fine sand.
j lcace or~anics, grey llInd brown. moist
~I . DWll
i . SILTY CLAY :rc
I Sort to firm. trace gravc~ brown. wet ~
~ 2- (Possible "'ill)
! SILT
I I
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Borehole ol)tn and
dry on com pldion
I
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55 15 0
.
I
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55 8 b
I
;..... ..
55 33 0
.
I
Ilense, brown. with iron oxide stllins.
moist
0:
Q
some thin seams of clay
5
55 35 0
I
CLAY
~
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-5 !
- 5
Stiff. grey. wet
(,
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DiskNo:
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Reference No: 5263-8-1 Borehole No: 21 Enclosure No : 22
Client: i\-luniciJutlity ofClarington do TSII
Project: Road Rc('onstruction Mdhod : Auger
Location: Mearns _,\\'eJCon I{d 3, 8owm;mville. ON Diameter: IIOmm
Datum Elevation: Date: FebrulI'1' 25, 21108
SUBSURFACE PROFILE SAMPLE
E Standard Water %
c E " ~ Penetration Plastic Limit Remarks
.g '0 " ~ ~ Blows/JOOmm Liquid Limit
~ .c .c ~ ... . ...
> C. E E Co >
~ ~ . ~ >. 20 "!l ~ 80100 1,0 2,0 3,0 40
iii >. :l: i
Q '" Z ...
I) Cround Surface
- 0 ASPHAL T (75mm)
1'-
~ , .. I A5 . Borehole ollen
- GRANULAR FILL 0;'..-;:."
I -; OR comlllclion
FILL
1- Organic stained silty sltnd. some 2 SS 31 .0
topsoil. grc}". moist. dense
-u -/@.
t--I J SIL TY SAND II
I "'ine: sand with silt. organic adou.., 3 S5 6 ) .'
-2.1 greenish grey. wet
- _ (Possible Fim
SANDY CLA Y 4 ! 55 .0 I:)
Trace or"ganies. J!rey. wet
-2.9 (Possible Fill) I
-I 31 5 55 231 0
.
-;
I CLA YEY SIL T TILL
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V.A. WOOD ASSOCIATES LIMITED DiskNo:
Sheet; 1 of 1
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CLlOO8-12
OPS GENERAL CONDmONS OF CONTRACT
(November 2006)
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ONTARIO PROVINCIAL STANDARDS
FOR
ROADS AND PUBLIC WORKS
GENERAL CONDITIONS OF CONTRACT
(September 2006)
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Ontario Provincial Standards
for
Roads and PubHc Works
METRIC
OPSS.MUNI100
November 2006
OPS GENERAL CONDITIONS OF CONTRACT
Table of Contents
SECTION GC 1.0 -INTERPRETA TrON
GC 1.01 Captions ......................................................................... ........................................ 6
GC 1.02 Abbreviations .........................................................................................................6
GC 1.03 Gender and Singular References .......................................................................... 6
GC 1.04 Definitions ..............................................................................................................6
GC 1.05 Subsiantial Perfonnance...................................................................................... 11
GC 1.06 Completion ...........................................................................................................11
GC 1.07 Final Acceptance ................................................................................................. 11
GC 1.08 Interpretation of Ceriain Words............................................................................ 11
SECTION GC 2.0 - CONTRACT DOCUMENTS
GC 2.01 Reliance on Contract Documents ........................................................................ 12
GC 2.02 Order of Precedence............................................................................................ 12
SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT
GC 3.01 Contract Administrator's Authority ....................................................................... 14
GC 3.02 Working Drawings ................................................................................................ 15
GC 3.03 Right of the Contract Administrator to Modify Methods and Equipment.............. 16
GC 3.04 Emergency Situations ..........................................................................................16
GC 3.05 Layout ..................................................................................................................16
GC 3.06 Extension of Contract Time..................................................................................16
GC 3.07 Delays .................................................................................................................. 17
GC 3.08 Assignment of COntract........................................................................................ 17
GC 3.09 Subcontracting by the Contractor ........................................................................ 18
Page 1
Rev. Date: 1112006 OPSS.MUNI100
GC 3.10
GC 3.10.01
GC 3.10.02
GC 3.10.03
GC 3.11
GC3.12
GC3.13
GC 3.13.01
GC 3.13.02
GC 3.13.03
GC 3.13.04
GC 3.13.05
GC 3.13.06
GC 3.13.07
GC 3.14
GC 3.14.01
GC 3.14.02
GC 3.14.03
GC 3.14.04
GC 3.14.05
GC 3.15
Changes.. ................................ ..... ..... ....... ........ ........ ....... .... ......... ...... .......... ........ 18
Changes in the Work ........................................................................................... 18
Extra Work ................. ........ ................ ........... ..... ..... .................. ..... ...... ....... ......... 19
Additional Work.................................................................................................... 19
Notices ...... ...... ..... ... ............. .............. ........ ........ ....................... .............. ............. 19
Use and Occupancy of the Work Prior to Substantial Performance.................... 19
Claims, Negotiations, Mediation .......................................................................... 20
Continuance of the Work ..................................................................................... 20
Record Keeping .. ................. ........... ... ................................ ........ ............. ....... ...... 20
Claims Procedure ...... ..... .... ........ ...... ........... ................. ....................................... 20
Negotiations.... ..................... ........... ................ ... ....... ..... ... .......... ........ ................. 21
Mediation... ... ...... ..... ......... ........... .... ........... ..... ..... ..... ..... ... .......... .................. ....... 21
Payment ...............................................................................................................21
Rights of Both Parties ..........................................................................................21
Arbitration... ............. ......... .... ................ ........ ........................ ....... ................. ........ 21
Conditions for Arbitration .....................................................................................21
Arbitration Procedure. .......... ............. ........... ................... .............. ................ ....... 22
Appointment of Arbitrator ..................................................................................... 22
Costs ....................................................................................................................22
The Decision ... ......... ..... .... ................... ..... ............................... ..... ...... ...... ........... 23
Archaeological Finds. .... ....... .......... ... '" ... ........ ................. ........... ......................... 23
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SECTION GC 4.0 - OWNER'S RESPONSIBILITIES AND RIGHTS
GC 4.01 Working Area .......................................................................................................24
GC 4.02 Approvals and Permits.........................................................................................24
GC 4.03 Management and Disposition of Materials........................................................... 24
GC 4.04 Construction Affecting Railway Property ............................................................. 25
GC 4.05 Default by the Contractor ..................................................................................... 25
GC 4.06 Contractor's Right to Correct a Defaull................................................................ 25
Page 2
Rev. Date: 1112006 OPSS.MUNII00
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GC 4.07
GC 4.08
GC 4.09
GC4.10
GC4.11
GC4.12
GC4.13
Owner's Right to Correct a Default...................................................................... 26
Termination of Contractor's Right to Continue the Work ..................................... 26
Final Payment to Contractor ................................................................................ 26
Termination of the Contract ................................................................................. 26
Continuation of Contractor's Obligations .............................................................27
Use of Performance 800<1.................................................................................... 27
Payment Adjustmenl............................................................................................ 27
SECTION GC S.O . MATERIAL
GC5.01
GC 5.02
GC 5.03
GC 5.04
GC 5.05
GC 5.05.01
GC 5.05.02
Supply of Material................................................................................................28
Quality of Material. ............................ ..... ........... ..... ........ .......... ..... ..... .................. 28
Rejected Material... ....................... ............... ............ ........... ............. .................... 28
Substitutions.... ................................ ................... ................ ......... ........... ......... ..... 29
Owner Supplied Material...................................................................................... 29
Ordering of Excess Material.................................................................................29
Care of Material....................................................................................................29
GC6.01
SECTION GC 6.0 . INSURANCE, PROTECTION AND DAMAGE
GC 6.02
GC 6.03
GC 6.03.01
GC 6.03.02
GC 6.03.03
GC 6.03.04
GC 6.03.04.01
GC 6.03.04.02
GC 6.03.05
GC 6.03.05.01
GC 6.03.05.02
GC 6.03.05.03
GC 6.03.05.04
Protection of Work. Persons, and Property ......................................................... 31
Indemnification. ....... ..... ...... ..... ............... .......... ............. ............ ........................... 31
Contractor's Insurance...... ............ ..... ......... ............ ........ .................... ...... ........... 32
General..... .................... ......... ........... ......... .......... ............. ......... ..... ............... ...... 32
General Liability Insurance .................................................................................. 32
Automobile Liability Insurance ............................................................................. 33
Aircraft and Watercraft Liability Insurance........................................................... 33
Aircraft Liability Insurance... ..... ......... ...... ............... ........... ............ ........... ............ 33
Watercraft Liability Insurance... ......... ............... ................. ...... ................. ............ 33
Property and Boiler Insurance ............................................................................. 33
Property Insurance .......... ...... ........... .................. .................... ...... .............. .......... 33
Boiler Insurance...................... ................. ................ ........ ......... ............. .............. 34
Use and Occupancy of the Work Prior to Completion ......................................... 34
Payment for Loss or Damage .............................................................................. 34
Page 3
Rev. Date: 1112006 0PSs.MUNI100
Page 4
Rev. Date: 1112006 OPSS.MUNII00
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GC 6.03.06
GC 6.03.07
GC 6.04
GC 6.05
Contractor's Equipment Insurance. .............. ........... ............ ....... ...................... .... 35
Insurance Requirements and Duration ................................................................ 35
Bonding ................................................................................................................ 35
Workplace Safety and Insurance Board .............................................................. 36
SECTION GC 7.0 - CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK
GC 7.01 General ..................................................................................................................37
GC 7.02 Layout ....................................................................................................................39
GC 7.03 Worl<ing Area . ..... ..... ..... ...... ....... ................ ... ..... .......... ........... .... ... ........... ........ ..... 39
GC 7.04 Damage by Vehicles or Other Equipment .............................................................40
GC 7.05 Excess Loading of Motor Vehicles.........................................................................40
GC 7.06 Condition of the Working Area ...............................................................................40
GC 7.07 Maintaining Roadways and Detours ......................................................................40
GC 7.08 Access to Properties Adjoining the Worl< and Interruption of Utility Services .......41
GC 7.09 Approvals and Pennits...........................................................................................41
GC 7.10 Suspension of Work...............................................................................................42
GC 7.11 Contractor's Right to Stop the Worl< or Terminate the Contract........................:...42
GC 7.12 Notices by the Contractor ......................................................................................42
GC 7.13 Obstructions ..........".............. ... ....... ......... ...... ................ .... .......... ... ... .... ........ ......... 43
GC 7.14 Limitations of Operations .......................................................................................43
GC 7.15 Cleaning Up Before Acceptance............................................................................43
GC 7.16 Warranty.................................................................................................................43
GC 7.17 Contractor's Worl<ers .............................................................................................44
GC 7.18 Drainage.................................................................................................................44
SECTION GC 8.0 - MEASUREMENT AND PAYMENT
GC 8.01 Measurement ....................................................................................................... 45
GC 8.01.01 Quantities ............................................................................................................. 45
GC 8.01.02 Variations in Tender Quantities............................................................................ 45
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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
GC 8.02.03.12
Payment ............................................................................................................... 46
Price for Work .. ........ .............. ....... ......................... ........ ........ ................... ... ........46
Advance Payments for Material........................................................................... 46
Certification and Payment.................................................................................... 47
Progress Payment Certificate .............................................................................. 47
Certification of Subcontract Completion ..............................................................47
Subcontract Statutory Holdback Release Certificate and Payment ....................47
Certification of Substantial Performance .............................................................48
Substantial Performance Payment and Substantial Performance Statutory
Holdback Release Payment Certificates ............................................................. 48
Certification of Completion ................................................................................... 49
Completion Payment and Completion Statutory Holdback Release
Payment Certificates....... ....... ............ ...................... ................ ...... ...... ........... ..... 49
Interest............... .................................. ........... ...... ............. ................ .................. 50
Interest for Late Paymenl..................................................................................... 50
Interest for Negotiations and Claims.................................................................... 51
Owner's Set-Off.... .................... ......................................... ..... ....... ........... ............ 51
Delay in Payment.................................................................................................51
GC 8.02.04 Payment on a Time and Material Basis ............................................................... 51
GC 8.02.04.01 Definitions ............................................................................................................51
GC 8.02.04.02 Daily Work Records ............................................................................................. 52
GC 8.02.04.03 Payment for Work ................................................................................................53
GC 8.02.04.04 Payment for Labour ............................................................................................. 53
GC 8.02.04.05 Payment for Material............................................................................................53
GC 8.02.04.06 Payment for Equipment ....................................................................................... 53
GC 8.02.04.06.01 Working Time ....................................................................................................... 53
GC 8.02.04.06.02 Standby Time ............................................... ........................................................ 53
GC 8.02.04.07 Payment for Hand Tools ...................................................................................... 54
GC 8.02.04.08 Payment for Work by Subcontractors .................................................................. 54
GC 8.02.04.09 Submission of Invoices ........................................................................................ 54
GC 8.02.04.10 Payment Other Than on a Time and Material Basis............................................ 55
GC 8.02.04.11 Payment Inclusions............................................................................. .................55
GC 8.02.05
GC 8.02.06
GC 8.02.07
GC 8.02.08
GC 8.02.09
Rnal Acceptance Certificate ................................................................................ 55
Payment of Workers ............................................................................................ 55
Records......................... ............ ........... ..................... ........ ......... ..................... ..... 55
Taxes ................................................................................................................... 56
Liquidated Damages .... ....................... .................... ...... .................... .............. ..... 56
Page 5
Rev. Date: 1112006 OPSS.MUNI100
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GC 1.01
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, limit, or enlarge the scope or meaning of the
General Conditions or any provision hereof.
GC 1.02
Abbreviations
.01 The abbreviations on the left below are commonly found in the Contract Documents and represent
the organizations and phrases listed on the right:
"AASHTO"
"ACI"
"ANSI"
"ASTM"
"AWG"
"AWoNA"
"CCll"
"CESA"
"CGSS"
"CSA"
"CWS"
"GC"
"ISO"
"MOE"
"MTO"
"MUTCD"
OOPS"
"OPSD"
"OPSS"
"OTM"
"PEO"
"SAE"
"sec"
"SSPC"
''Ul''
"UlC"
GC 1.03
American Association of State Highway Transportation Officials
American Concrete Institute
American National Standards Institute
American Society for Testing and Materials
American Wire Gauge
American Water Works Association
Canadian Council of Independent Laboratories
Canadian Engineering Standards Association
Canadian General Standards Soard
Canadian Standards Association
Canadian Welding Sureau
General Conditions
International Organization for Standardization
Ontario Ministry of the Environment
Ontario Ministry of Transportation
Manual of Uniform Traffic Control Devices (Replaced by Om)
Ontario Provincial Standard
Ontario Provincial Standard Drawing
Ontario Provincial Standard Specification
Ontario Traffic Manual
Professional Engineers Ontario
Society of Automotive Engineers
Standards Council of Canada
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 Contract the following definitions apply:
Actual Measurement means the field measurement of that quantity within the approved limits of the
Work.
Addendum means an addition or change in the tender documents issued by the Owner prior to tender
closing.
Page 6
Rev. Date: 1112006 OPSS.MUNll00
.~~.---
Additional Work means work not provided for in the Contract and not considered by the Contract
Administrator to be essential to the satisfactory completion of the Contract within its intended scope.
Agreement means the agreement between the Owner and the Contractor for the performance of the
Work that is included in the Contract Documents.
Base means a layer of material of specified type and thickness placed immediately below the pavement
wearing surface layers, curb and gutter, or sidewalk.
Business Day means any Day except Saturdays, Sundays, and statutory holidays.
Certificale of Subcontract Completion means the certificate issued by the Contract Administrator in
accordance with clause GC 8.02.03.02, Certification of Subcontract Comptetion.
Certificate of Substantial Perfonnance means the certificate issued by the Contract Administrator at
Substantial Performance.
Change Directive means any written instruction signed by the Owner, or by the Contract Administrator
where so authorized, directing that a Change in the Work or Extra Work be performed.
Change In the Work means the deletion, extension, increase, decrease, or alteration of lines; grades;
dimensions; quantities; methods; drawings; substantial changes in geotechnical. subsurface, surface, or
other conditions; changes in the character of the Work to be done; or materials of the Work or part
thereof, within the intended scope of the Contract.
Change Order means a written amendment to the Contract signed by the Contractor and the Owner, or
the Contract Administrator where so authorized, covering contingencies, a Change in the Work, Extra
Work, Additional Work, and changed subsurface conditions; and establishing the basis for payment and
the time allowed for the adjustment of the Contract Time.
Completion Certificate means the certificate issued by the Contract Administrator at completion.
Constructor means, for the purposes of, and within the meaning of the Occupational Health and Safety
Act, R.S.O. 1990, c.O.1, as amended and amendments thereto, the Contractor who executes the
Contract
Contract means the undertaking by the Owner and the Contractor to perform their respective duties,
responsibilities, and obligations as prescribed in the Contract Documents.
Contract Administrator means the person, partnership, or corporation designated by the Owner to be
the Owne~s representative for the purposes of the Contract.
Contract Documents mean the executed Agreement between the Owner and the Contractor, Tender,
General Conditions of Contract, Supplemental General Conditions of Contract, Standard Specifications.
Special Provisions, Contract Drawings, addenda incorporated in a Contract Document before the
execution of the Agreement, such other documents as may be listed in the Agreement, and subsequent
amendments to the Contract Documents made pursuant to the provisions of the Agreement.
Contract Drawings or Contract Plans mean drawings or plans, any Geotechnical Report, any
Subsurface Report, and any other reports and information provided by the Owner for the Work, and
without limiting the generality thereof, may include soil profiles, foundation investigation reports,
reinforcing steel schedules. aggregate sources lists, Quantity Sheets, and cross-sections.
Contract Time means the time stipulated in the Contract Documents for Substantial Performance of the
Work, including any extension of Contract Time made pursuant to the Contract Documents.
"-7
Rev. Date: 1112006 OPSS.MUNII00
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Contractor means the person, partnership, or corporation undertaking the Work as identified in the
Agreement.
Controlling Operation means any component of the Work that, if delayed, may delay the completion of
the Work.
Cost Plus has the same meaning as "lime and Material."
Cut-off Date means the date up to which payment shall be made for work performed.
Daily Work Records mean dally 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.
End Result Speclf'lCalion means specifications that require the Contractor to be responsible for
supplying a product or part of the Work. The Owner accepts or rejects the final product or applies a price
adjustment that is commensurate with the degree of compliance with the specification.
Equipment means all machinery and equipment used for preparing, fabricating, conveying or erecting
the Work and normally referred to as construction machinery and equipment.
Estimate means a calculation of the quantity or cost of the Work or part of it depending on the context.
Extra Work means work not provided for in the Contract as awarded but considered by the Contract
Administrator to be essential to the satisfactory completion of the Contract within its intended scope,
including unanticipated work required to comply with legislation and regulations that affect the Work.
Final Acceptance Certificate means the certificate issued by the Contract Administrator at Final
Acceptance of the Work.
Finat 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 fonn as the
monthly estimates.
Force Account has the same meaning as "lime and Material."
Geotechnical Report means a report or other infonnation identifying soil, rock, and ground water
conditions in the area of any proposed Work.
Grade means the required elevation of that part of the Work.
Hand Tools means tools that are commonly called tools or implements of the trade and include small
power tools.
Highway means a common and public highway any part of that is intended for or used by the general
public for the passage of vehicles and includes the area between the lateral property lines thereof.
Lot means a specific quantity of material or a specific amount of construction nonnally from a single
source and produced by the same process.
Page 8
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Rev. Dale: 11/2006 OPSS.MUNI100
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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.
Owner means the party to the Contract for whom the Work is being performed, as identified in the
Agreement, and includes, with the same meaning and import, "Authority."
Pavement means a wearing course or courses placed on the Roadway and consisting of asphaltic
concrete, hydraulic cement concrete, Portland cement concrete, or plant or road mixed mulch.
Performance Bond means the type of security furnished to the Owner to guarantee completion of the
Work in accordance with the Contract and to the extent provided in the bond.
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.
Quarried Rock means material removed from an open excavation made in a solid mass of rock that,
prior to removal, was integral with the parent mass.
Quarry means a place where Aggregate has been or is being removed from an open excavation made in
a solid mass of igneous, sedimentary, or metamorphic rock or any combination of these that, prior to
removal, was integral with the parent areas.
Rate of Im-t means the rate of interest as determined under the Financial Administration Act by the
Minister of Finance of Ontario and issued by, and available from, the Owner.
Records mean any books, payrolls, accounts, or other information that relate to the Work or any Change
in the Work or claims arising therefrom.
Roadway means that part of the Highway designed or intended for use by vehicular traffic and includes
the Shoulders.
Shoulder means that portion of the Roadway between the edge of the travelled portion of the wearing
surface and the top inside edge of the ditch or fill slope.
Special Provisions mean directions containing requirements specific to the Work.
Standard Drawing or Standard Specification means a standard practice required and stipulated by the
Owner for perfonnance of the Work.
Subbase means a layer of material of specified type and thickness between the Subgrade and the Base.
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Subcontractor means a person, partnership or corporation undertaking the execution of a part of the
Work by virtue of an agreement with the Contractor.
Subgrade means the earth or rock surface, whether in cut or fill, as prepared to support the pavement
structure, consisting of Base, Subbase, and Pavement.
Subsurface Report means a report or other information identifying the location of Utilities, concealed and
adjacent structures, and physical obstructions that fall within the influence of the Work.
Superintendent means the Contracto~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.I.8, as amended, executing a bond provided
by the Contractor.
Tender means an offer in writing from the Contractor, submitted in the format prescribed by the Owner, to
complete the Work.
Time and Material means costs calculated according to clause GC 8.02.04, Payment on a Time and
Material Basis. Where "Cost Plus" and "Force Account" are used they shall have the same meaning.
Utility 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, electric, 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 in the Contract Documents for certain Materials or some or all of the
Work. Where a date of Substantial Performance is not established, the Warranty Period shall commence
on the date of Completion.
Work means the total construclion 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 as determined by the Contract Administrator, on which the Contractor is prevented by
inclement weather or conditions resulting immediately therefrom, from proceeding with a Controlling
Operation. For the purposes of this definition, this shall be a Day during which the Contractor cannot
proceed with at least 60% of the normal labour and Equipment force effectively engaged on the
Controlling Operation for at least 5 hours;
c) except a Day on which the Contractor is prevented from proceeding with a Controlling Operation, as
determined by the Contract Administrator by reason of,
i. any breach of the Contract by the Owner or if such prevention is due to the Owner, another
contractor hired by the Owner, or an employee of anyone of them, or by anyone. else acting on
behalf of the Owner.
ii. norHlelivery of Owner supplied Materials.
iii. any cause beyond the reasonable control of the Contractor that can be substantiated by the
Contractor to the satisfaction of the Contract Administrator.
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Working Dr_ings or Working Plans means any Drawings or Plans prepared by the Contractor for the
execution of the Work and may, without "mting the generality thereof, include formwork, falsework, and
shoring plans; Roadway protection plans; shop drawings; shop plans; or erection diagrams.
GC 1.05
Substantial Performance
.01 The Work is substantially performed;
a) when the Work to be performed under the Contract or a substantial part thereof is ready for use
or is being used for the purpose intended; and
b) when the Work to be performed under the Contract is capable of completion or, where there is a
known defect, the cost of correction, is not more than
i. 3% of the first $500,000 of the Contract price,
ii. 2% of the next $500,000 of the Contract price, and
iii. 1 % of the balance of the Contract price.
.02 For the purposes of this Contract. where the Work or a substantial part thereof is ready for use or is
being used for the purposes intended and the remainder of the Work cannot be completed
expeditiously for reasons beyond the control of the Contractor or, where the Owner and the
Contractor agree not to complete the Work expeditiously, the price of the services or materials
remaining to be supplied and required to complete the Work shall be deducted from the Contract
price in determining Substantial Performance. .
GC 1.06
Completion
.01 The Work shall be deemed to be completed and services or Materials shall be deemed to be last
supplied to the Work when the price of completion, correction of a known defect, or last supply is not
more than the lesser of,
a) 1% of the Contract price; or
b) $1,000.
GC 1.07
Final Acceptance
.01 Rnal 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 ob"gations under the Contract.
GC 1.08
Interpretation of Certain Words
.01 The words "acceptable," "approval," "authorized," "considered necessary," "directed," "required,"
"satisfactory," or words of like import, shall mean approval of, directed, required, considered
necessary, or authorized by and acceptable or satisfactory to the Contract Administrator, unless the
context clearly indicates otherwise.
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SECTION GC 2.0- CONTRACT DOCUMENTS
GC 2.01
Reliance on Contract Documents
.01 The Owner warrants that the information furnished in the Contract Documents can be relied upon
with the following limitations or exceptions:
a) The location of all mainline underground Utilities that may affect the Work shall be shown to a
tolerance of:
i. 1 m horizontal, and
ii. 0.3 m vertical
.02 The Owner does not warrant or make any representation with respect to:
a) interpretations of data or opinions expressed in any Subsurface Report available for the perusal
of the Contractor, whether or not such report is included as part of the Contract Documents, and
b) other information specifically excluded from this warranty.
GC 2.02
Order of Precedence
.01 In the event of any inconsistency or conflict in the contents of the following documents, such
documents shall take precedence and govern in the following descending order:
a) Agreement
b) Addenda
c) Special Provisions
d) Contract Drawings
e) Standard Specifications
f) Standard Drawings
g) Instructions to T enderers
h) Tender
i) Supplemental General Conditions
j) General Conditions
k) Working Drawings
Later dates shall govem within each of the above categories of documents.
.02 In the event of any conflict among or inconsistency in the information shown on Drawings, the
following rules shall apply:
a) Dimensions shown in figures on a Drawing shall govem where they differ from dimensions
scaled from the same drawing;
b) Drawings of larger scale shall govem over those of smaller scale;
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c) Detailed Drawings shaH govern over general Drawings; and
d) Drawings of a later date shall govern over those of an earlier date in the same series.
.03 In the event of any inconsistency or conflict in the contents of Standard Specifications the following
descending order of precedence shall govern:
a) Owner's Standard Specifications
b) Ontario Provincial Standard Specifications
c) Other Standard Specifications, 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.
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SECTION GC 3.0 -ADMINISTRATION OF THE CONTRACT
GC 3.01
Contract Administrator's Authority
.01 The Contract Administrator shall be the Owner's representative during construction and until the
issuance of the Completion Certificate or the issuance of the Final Acceptance Certificate, whichever
is later. All instructions to the Contractor, including instructions from the Owner, shall be issued by
the Contract Administrator. The Contract Administrator shall have the authority to act on behalf of
the Owner only to the extent provided in the Contract Documents.
.02 All claims, disputes and other matters in question relating to the performance and the quality of the
Work or the interpretation of the Contract Documents shall be referred to the Contract Administrator
in writing by the Contractor.
.03 The Contract Administrator may inspect the Work for its conformity with the Plans and Standard
Specifications, and to record the necessary data to establish payment quantities under the schedule
of tender quantities and unit prices or to make an assessment of the value of the work completed in
the case of a lump sum price Contract.
.04 The Contract Administrator shall determine the amounts owing to the Contractor under the Contract
and shall issue certificates for payment in such amounts as provided for in Section GC 8.0,
Measurement and Payment.
.05 The Contract Administrator shall, with reasonable promptness, review and take appropriate action
upon the Contractor's submissions such as shop drawings, product data, and samples in
accordance with the Contract Documents.
.06 The Contract Administrator shall investigate all allegations of a Change in the Work made by the
Contractor and issue appropriate instructions.
.07 The Contract Administrator shall prepare Change Directives and Change Orders for the Owner's
approval.
.08 Upon written application by the Contractor, the Contract Administrator and the Contractor shall join1ly
conduct an inspection of the Work to establish the date of Substantial Performance of the Work or
the date of Completion of the Work or both.
.09 The Contract Administrator shall be, in the first instance, the interpreter of the Contract Documents
and the judge of the performance thereunder by both parties to the Contract. Interpretations and
decisions of the Contract Administrator shall be consistent with the intent of the Contract Documents
and, in making these decisions, the Contract Administrator shall not show partiality to either party.
.10 The Contract Administrator shall have the authority to reject part of the Work or Material that does
not conform to the Contract Documents.
.11 In the event that the Contract Administrator determines that any part of the Work performed by the
Contractor is defective, whether the result of poor workmanship; the use of defective material; or
damage through carelessness or other act or omission of the Contractor and whether or not
incorporated in the Work; or otherwise fails to conform to the Contract Documents, then the
Contractor shall if directed by the Contract Administrator promptly remove the Work and replace,
make good, or re-execute the Work at no additional cost to the Owner.
.12 Any part of the Work destroyed or damaged by such removals, replacements, or re-execulions shall
be made good, promplly, at no additional cost to the Owner.
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.13 If, in the opinion of the Contract Administrator, it is not expedient to correct defective work or work
not performed in accordance with the Contract Documents, the Owner may deduct from monies
otherwise due to the Contractor the difference in value between the work as performed and that
caUed for by the Contract Documents, the amount that will be determined in the first instance by the
Contract Administrator.
.14 Notwithstanding any inspections made by the Contract Administrator or the issuance of any
certificates or the making of any payment by the Owner, the failure of the Contract Administrator to
reject any defective work or Material shall not constitute acceptance of defective work or Material.
.15 The Contract Administrator shall have the authority to temporarily suspend the Work for such
reasonable time as may be necessary:
a) to facilitate the checking of any portion of the Contracto~s construction layout;
b) to faciljtate the inspection of any portion of the Work; or
c) for the Contractor to remedy non-<:ornpliance in the case of such non-<:ompliance with the
provisions of the Contract by the Contractor.
The Contractor shall not be entitled to any compensation for suspension of the Work in these
circumstances.
.16 The Owner has the right to terminate the Contract for wilful or persistent violation by the Contractor
or its workers of the Occupational Health and Safety Act legislation and regulations, Workplace
Safety and Insurance Board Act, and Regulation 309 of the Environmental Protection Act.
.17 If the Contract Administrator determines that any worker employed on the Work is incompetent. as
defined by the Occupational Health and Safety Act, or is disorde~y, then the Contract Administrator
shall provide written notice to the Contractor and the Contractor shall immediately remove the
worker from the Working Area. Such worker shall not return to the Working Area without the prior
written consent of the Contract Administrator.
GC 3.02
Working Drawings
.01 The Contractor shall arrange for the preparation of clearly identified and dated Working Drawings as
called for by the Contract Documents.
.02 The Contractor shall submit Working Drawings to the Contract Administrator with reasonable
promptness and in orde~y sequence so as to not cause delay in the Work. If either the Contractor or
the Contract Administrator so requests, they shall jointly prepare a schedule fixing the dates for
submission and return of Working Drawings. Working Drawings shall be submitted in printed form.
At the time of submission the Contractor shall notify the Contract Administrator in writing of any
deviations from the Contract requirements that exist in the Working Drawings.
.03 The Contract Administrator shall review and return Working Drawings in accordance with an agreed
upon schedule, or otherwise, with reasonable promptness so as not to cause delay.
.04 The Contract Administrato~s review shall be to check for conformity to the design concept and for
general arrangement only and such review shall not relieve the Contractor of responsibility for errors
or omissions in the Working Drawings or of responsibility for meeting all requirements of the
Contract Documents, unless a deviation on the Working Drawings has been approved in writing by
the Contract Administrator.
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.05 The Contractor shall make any changes in Working Drawings that the Contract Administrator may
require to make the Working Drawings consistent with the Contract Documents and resubmit, unless
otherwise directed by the Contract Administrator. When resubmitting, the Contractor shaD notify the
Contract Administrator in writing of any revisions other than those requested by the Contract
Administrator.
.06 Work related to the Working Drawings shall not proceed until the Working Drawings have been
signed and dated by the Contract Administrator and marked with the words "Reviewed. Permission
to construct granted."
.07 The Contractor shall keep one set of the reviewed Working Drawings, marked as above, at the site
at all times.
GC 3.03
Right of the Contract Administrator to Modify Methods and Equipment
.01 The Contractor shall, when requested in writing, make alterations in the method, Equipment, or work
force at any time the Contract Administrator considers the Contractor's actions to be unsafe, or
damaging to either the Work or existing facilities or the environment.
.02 The Contractor shall, when requested in writing, alter the sequence of its operations on the Contract
so as to avoid interference with work being performed by others.
.03 Notwithstanding the foregoing, the Contractor shall ensure that all necessary safely precautions and
protection are maintained throughout the Work.
GC 3.04
Emergency Situations
.01 The Contract Administrator has the right to determine 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 shall
pay for the remedial work.
GC 3.05
Layout
.01 The Contract Administrator shall provide baseline and benchmark information for the general
location, alignment, and elevation of the Work. The Owner shall be responsible only for the
correctness of the information provided by the Contract Administrator.
GC 3.06
Extension of Contract Time
.01 An application for an extension of Contract Time shall be made in writing by the Contractor to the
Contract Administrator as soon as the need for such extension becomes evident and at least 15
Days prior to the expiration of the Contract Time. The application for an extension of Contract Time
shall enumerate the reasons, and state the length of extension required.
.02 Circumstances suitable for consideration of an extension of Contract Time include the following:
a) Delays, subsection GC 3.07.
b) Changes in the Work, clause GC 3.10.01.
c) Extra Work, clause GC 3.10.02.
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d) Additional Work, clause GC 3.10.03.
.03 The Contract Administrator shall, in considering an application for an extension to the Contract Time,
take into account whether the delays, Changes in the Work, Extra Work, or Additional Work involve
a Controlling Operation.
.04 The Contract Time shall be extended for such additional time as may be recommended by the
Contract Administrator and deemed fair and reasonable by the Owner. .
.05 The terms and conditions of the Contract shall continue for such extension of Contract Time.
GC 3.07
Delays
.01 If the Contractor is delayed in the performance of the Work by,
a) war, blockades, and civil commotions, errors in the Contract Documents;
b) an act or omission of the Owner or Contract Administrator, or anyone employed or engaged by
them directly or indirectly, contrary to the provisions of the Contract Documents;
c) a stop work order issued by a court or public authority, provided that such order was not issued
as the result of an act or omission of the Contractor or anyone employed or engaged by the
Contractor directly or indirectly;
d) the Contract Administrator giving notice under subsection GC 7.10, Suspension of Work;
e) abnormal inclement weather; or
f) archaeological finds in accordance with subsection GC 3.15, Archaeological Finds,
then the Contractor shall be reimbursed by the Owner for reasonable costs incurred by the
Contractor as the result of such delay, provided that in the case of an application for an extension of
Contract Time due to abnormal inclement weather, the Contractor shall, with the Contractor's
application, submit evidence from Environment Canada in support of such application. Extension of
Contract Time may be granted in accordance with subsection GC 3.06, Extension of Contract Time.
.02 If the Work is delayed by labour disputes, strikes or lock-outs, including Iock-outs decreed or
recommended to its members by a recognized contractor's association, of which the Contractor is a
member or to which the Contractor is otherwise bound, are beyond the Contractor's control, which
then the Contract Time shall be extended in accordance with subsection GC 3.06, Extension of
Contract Time. In no case shall the extension of Contract Time be less than the time lost as the
result of the event causing the delay, unless a shorter extension is agreed to by the Contractor. The
Contractor shall not be entitled to payment for costs incurred as the result of such delays unless
such delays are the result of actions by the Owner.
.03 The Contractor shall not be entitled to payment for the cost of delays incurred as a result of a dispute
between the Contractor and Owner. The Contractor shall execute the Work and may pursue
resolution of the dispute in accordance with subsection GC 3.13, Claims, Negotiations, Mediations.
GC 3.08
Assignment of Contract
.01 The Contractor shall not assign the Contract, either in whole or in part, without the prior written
consent of the Owner.
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GC 3.09
Subcontracting by the Contractor
.01 The Contractor may subcontract any part of the Wor1<. subject to these General Conditions and any
limitations specified in the Contract Documents.
.02 The Contractor shall notify the Contract Administrator 10 Days prior to the start of construction, in
writing, of the intention to subcontract. Such notification shall identify the part of the WOr1<, and the
Subcontractor with whom it is intended.
,03 The Contract Administrator shall, within 5 Days of receipt of such notification, accept or reject the
intended Subcontractor. The rejection shall be in writing and shall include the reasons for the
rejection.
.04 The Contractor shall not, without the written consent of the Owner, change a Subcontractor who has
been engaged in accordance with this subsection.
.05 The Contractor shall preserve and protect the rights of the parties under the Contract with respect to
that part of the Wor1< to be performed under subcontract and shall,
a) enter into agreements with the intended Subcontractors to require them to perform their wor1< in
accordance with the Contract Documents; and
b) be as fully responsible to the Owner for acts and omissions of the Contractor's Subcontractors
and of persons direcUy or indirectly employed by them as for acts and omissions of persons
directly employed by the Contractor.
.06 The Owner's consent to subcontracting by the Contractor shall not be construed to relieve the
Contractor from any obligation under the Contract and shall not impose any liability upon the Owner.
Nothing contained in the Contract Documents shall create a contractual relationship between a
Subcontractor and the Owner.
GC 3.10
Changes
GC 3.10.01
Changes in the Work
.01 The Owner, or the Contract Administrator where so authorized, may, by order in writing, make a
Change in the Wor1< without invalidating the Contract. The Contractor shall not be required to
proceed with a Change in the Wor1< until in receipt of a Change Order or Change Directive. Upon
the receipt of such Change Order or Change Directive the Contractor shall proceed with the Change
in the Wor1<.
.02 The Contractor may apply for an extension of Contract Time aCCOrding to the terms of subsection
GC 3.06, ExtenSion of Contract Time.
.03 If the Change in the Wor1< relates solely to quantities, payment for that part of the Work shall be
made according to the conditions specified in clause GC 8.01.02, Variations in Tender Quantities. If
the Change in the Wor1< does not solely relate to quantities, then either the Owner or the Contractor
may initiate negotiations upwards or downwards for the adjustment of the Contract price in respect
of the Change in the Work pursuant to subsection GC 3.13, Claims, Negotiations, Mediation or
payment may be made according to the conditions contained in clause GC 8.02.04, Payment on a
Time and Material Basis.
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GC 3.10.02
Extra Work
.01 The Owner, or Contract Administrator where so authorized, may instruct the Contractor to perform
Extra Work without invalidating the Contract. The Contractor shall not be required to proceed with
the Extra Work until in receipt of a Change Order or Change Directive. Upon receipt of such Change
Order or Change Directive the Contractor shall proceed with the Extra Work.
.02 The Contractor may apply for an extension of Contract Time according to the terms of subsection
GC 3.06, Extension of Contract Time.
.03 Either the Owner or Contractor may initiate negotiations upwards or downwards for the payment for
the Extra Work pursuant to subsection GC 3.13, Claims, Negotiations, Mediation, or payment may
be made according to the conditions contained in clause GC 8.02.04, Payment on a Time and
Material Basis.
GC 3.10.03
Additional Work
.01 The Owner, or Contract Admiristrator 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 3.06, Extension of Contract Time.
.03 Payment for the Additional Work may be negotiated pursuant to subsection GC 3.13, Claims,
Negotiations, Mediation, or payment may be made according to the conditions contained in clause
GC 8.02.04, Payment on a Time and Material Basis.
GC3.11
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, email, or by facsimile transmission and on the fifth Day after the
date of mailing, if sent by mail.
.02 The Contractor and the Owner shall provide each other with the mail and ernail addresses; pager,
cell phone, and telephone numbers; and facsimile terminal numbers for the Contract Administrator
and the Superintendent at the commencement of the Work, and update as necessary.
.03 In the event of an emergency situation or other urgent matter the Contract Administrator or the
Superintendent may give a verbal notice, provided that such notice is confirmed in writing within
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 3.12
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 Perlormance, provided that at least 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 prior to Substantial Performance
shall not constitute an acceptance of the Work or parts so occupied. In addition, the use or
occupancy of the Work shall not relieve the Contractor or the Contractor's Surety from any liability
that has arisen, or may arise, from the performance of the Work in accordance with the Contract
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Documents. The Owner shall be responsible for any damage that occurs because of the Owner's
use or occupancy. Such use or occupancy of any part of the Work by the Owner does not waive the
Owner's right to charge the Contractor liquidated damages in accordance with the terms of the
Contract.
GC3.13
Claims, Negotiations, Mediation
GC 3.13.01
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 w~h due diligence and expedition. It is understood by the parties that suclh action shall not
jeopardize any claim it may have.
GC 3.13.02
Record Keeping
.01 Immediately upon commencing work that may result in a claim, the Contractor shall keep Daily Work
Records during the course of the Work, sufficient to substantiate the Contractor's claim. and the
Contract Administrator shall keep Daily Work Records to be used in assessing the Contractor's
claim. all in accordance with clause GC 8.02.07, Records.
.02 The Contractor and the Contract Administrator shall attempt to reconcile their respective Daily Work
Records on a daily basis, to simplify review of the claim, when submitted. If the Contractor and the
Contract Administrator fail to reconcile their respective Daily Work Records, then the Contractor shall
submit its Daily Work Records as part of its claim, whereby the resolution of the dispute about the
Daily Work Records shall not be resolved until there is a resolution of the claim.
.03 The keeping of Daily Work Records by the Contract Administrator or the reconciling of such Daily
Work Records with those of the Contractor shall not be construed to be acceptance of the claim.
GC 3.13.03
Claims Procedure
.01 The Contractor shall give verbal notice of any situation that may lead to a claim for additional
payment immediately upon becoming aware of the situation.
.02 The Contractor shall provide written notice in the standard form "Nolicl;l of Intent to Claim" within
7 Days of the commencement of any part of the Work that may be affected by the situation.
.03 The Contractor shall submit detailed claims as soon as reasonably possible and in any event no
later than 30 Days after completion of the work affected by the situation. The detailed claim shall:
a) identify the item or items in respect of which the claim arises;
b) state the grounds, contractual or otherwise, upon which the claim is made; and
c) include the Records maintained by the Contractor supporting such claim.
In exceptional cases, the 30 Days may be increased to a maximum of 90 Days with approval in
writing from the Contract Administrator.
.04 Wilhin 30 Days of the receipt of the Contractor's detailed claim, the Contract Administrator may
request the Contractor to subm~ any further and other particulars as the Contract Administrator
considers necessary to assess the claim. The Contractor shall submit the requested information
within 30 Days of receipt of such request.
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.05 Within 90 Days of receipt of the detailed claim, the Contract Administrator shall advise the
Contractor, in writing, of the Contract Administrator's opinion with regard to the validily of the claim.
GC 3.13.04
Negotiations
.01 The parties shall make all reasonable efforts to resolve their dispute by amicable negotiations and
agree to provide, without prejudice. open and timely disclosure of relevant facts, information, and
documents to facilitate these negotiations.
.02 Should the Contractor disagree with the opinion given in paragraph GC 3.13.03.05, with respect to
any part of the claim. the Contract Administrator shall enter into negotiations with the Contractor to
resolve the matters in dispute. Where a negotiated settlement cannot be reached and it is agreed
that payment cannot be made on a Time and Material basis in accordance with clause GC 8.02.04.
Payment on a Time and Material Basis, the parties shall proceed in accordance with clause
GC 3.13.05. Mediation, or subsection GC 3.14, Arbitration.
GC 3.13.05
Mediation
.01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.13.04.
Negotiations. within a period of 30 Days following the opinion given in paragraph GC 3.13.03.05, and
the Contractor wishes to pursue the issue further. the parties may. upon mutual agreement, utilize
the services of an independent third party mediator.
.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
meet with the parties together or separately, as necessary. to review all aspects of the issue. In a
final attempt to assist the parties in resolving the issue themselves prior to proceeding to arbitration
the mediator shall provide. without prejudice, a non-binding recommendation for settlement.
.04 The review by the mediator shall be completed within 90 Days following the opinion given in
paragraph GC 3.13.03.05.
.05 Each party is responsible for its own costs related to the use of the third party mediator process.
The cost of the third party mediator shall be equally shared by the Owner and Contractor.
GC 3.13.06
Payment
.01 Payment of the claim shall be made no later than 30 Days after the date of resolution of the claim or
dispute. Such payment shall be made according to the terms of Section GC 8.0. Measurement and
Payment.
GC 3.13.07
Rights of Both Parties
.01 It is agreed that no action taken under subsection GC 3.13, Claims, Negotiations. Mediation. by
either party shall be construed as a renunciation or waiver of any of the rights or recourse available
to the parties. provided that the requirements set oul in this subsection are fulfilled.
GC 3.14
Arbitration
GC 3.14.01
Conditions of Arbitrationo
.01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.13.04.
Negotiations, or the mediation stage noted in clause GC 3.13.05. Mediation. either party may invoke
the provisions of subsection GC 3.14, Arbitration, by giving written notice to the other party.
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.02 NotifICation that arbitration shall be implemented to resolve the issue shall be communicated in
writing as soon as possible and no later than 60 Days following the opinion given in paragraph
GC 3.13.03.05. Where the use of a third party mediator was implemented, notification shall be
within 120 Days of the opinion given in paragraph GC 3.13.03.05.
.03 The parties shall be bound by the decision of the arbitrator.
.04 The rules and procedures of the Arbitration Act, 1991, S.O. 1991, c.17, as amended, shall apply to
any arbitration conducted hereunder except to the extent that they are modified by the express
provisions of subsection GC 3.14, Arbitration.
GC 3.14.02
Arbitration Procedure
.01 The following provisions are to be included in the agreement to arbitrate and are subject only to such
right of appeal as exist where the arbitrator has exceeded his or her jurisdiction or have otherwise
disqualified him or herself:
a) AU existing actions in respect of the matters under arbitration shall be stayed pending arbitration;
b) AU outstanding claims and matters to be settled are to be set out in a schedule to the agreement.
Only such claims and matters as are in the schedule shall be arbitrated; and
c) Before proceeding with the arbitration, the Contractor shall confirm that all matters in dispute are
set out in the schedule.
GC 3.14.03
Appointment of Arbitrator
.01 The arbitrator shall be mutually agreed upon by the Owner and Contractor to adjudicate the dispute.
.02 Where the Owner and Contractor cannot agree on a sole arbitrator within 30 Days of the notification
of arbitration noted in paragraph GC 3.14.01.02, the Owner and the Contractor shall each choose an
appointee within 37 Days of the notice of arbitration.
.03 The appointees shall mutually agree upon an arbitrator to adjudicate the dispute within 15 Days after
the last appointee was chosen or they shall refer the matter to the Arbitration and Mediation Institute
of Ontario Inc., which may select an arbitrator to adjudicate the dispute within 7 Days of being
requested to do so.
.04 The arbitrator shall not be interested financially in the Contract nor in either party's business and
shall not be employed by either party.
.05 The arbitrator may appoint independent experts and any other persons to assist him or her.
.06 The arbitrator is not bound by the rules of evidence that govem the bial of cases in court but may
hear and consider any evidence that the arbitrator considers relevant.
.07 The hearing shall commence within 90 Days of the appointment of the arbitrator.
GC 3.14.04
Costs
.01 The arbitrator's fee shall be equally shared by the Owner and the Contractor.
.02 The fees of any independent experts and any other persons appointed to assist the arbitrator shall
be shared equally by the Owner and the Contractor.
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GC 3.14.05
The Decision
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.03 The arbitration hearing shall be held in a place mutually agreed upon by both parties or in the event
the parties do not agree, a site shall be chosen by the arbitrator. The cost of obtaining appropriate
facilities shall be shared equally by the Owner and the Contractor.
.04 The arbitrator may. in his or her discretion, award reasonable costs, related to the arbitration.
.01 The reasoned decision shall be made in writing within 90 Days of the conclusion of the hearing. An
extension of time to make a decision may be granted with consent of both parties. Payment shall be
made in accordance with clause GC 3.13.06, Payment.
GC 3.15
Archaeological Finds
.01 If the Contractor's operations expose any items that may indicate an archaeological find, such as
building remains, hardware, accumulations of bones, pottery, or arrowheads, the Contractor shall
immediately notify the Contract Administrator and suspend operations within the area identified by
the Contract Administrator. Notification may be verbal provided that such notice is confirmed in
writing within 2 Days. Work shall remain suspended within that area until otherwise directed by the
Contract Administrator in writing, in accordance with subsection GC 7.10, Suspension of Work.
.02 Any delay in the completion of the Contract that is caused by such a suspension of Work shall be
considered to be beyond the Contractor's control in accordance with paragraph GC 3.07.01.
.03 Any work directed or authorized in connection with an archaeological find shall be considered as
Extra Work in accordance with clause GC 3.10.02, Extra Work.
.04 The Contractor shall take all reasonable action to minimize additional costs that may accrue as a
result of any work stoppage.
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SECTION GC 4.0 - OWNER'S RESPONSIBILITIES AND RIGHTS
GC 4.01
Working Area
.01 The Owner shall acquire all property rights that are deemed necessary by the Owner for the
construction of the Work, including temporary working easements, and shall indicate the full extent
of the Working Area on the Contract Drawings.
.02 The Geotechnical Report and Subsurface Report that may be provided by the Owner as part of the
tender documents shall form part of the Contract Drawings.
GC 4.02
Approvals and Permits
.01 The Owner shall pay for all plumbing and building permits.
.02 The Owner shall obtain and pay for all permits, licences, and certificates solely required for the
design of the Work.
GC 4.03
Management and Disposition of Materials
.01 The Owner shall identify in the Contract Documents the materials to be moved within or removed
from the Working Area and any characteristics of those materials that necessitates special materials
management and disposition.
.02 In accordance with regulations under the Occupational Health and Safety Act, R.S.O. 1990, c.O.1.
as amended, the Owner advises that, j
a) the designated substances silica, lead, and arsenic are generally present throughout the
Working Area occurring naturally or as a result of vehicle emi sions;
b) the designated substance asbestos may be present in cement products, asphalt, and conduits
for Utilities;
c) the following hazardous materials are ordinarily present in construction activities: limestone,
gypsum, marble, mica, and Portland cement; and
d) exposure to these substances may occur as a result of activities by the Contractor such as
sweeping, grinding, crushing. drilling, blasting. culling, and abrasive blasting.
.03 The Owner shan identify in the Con\racl Documents any designated substances or hazardous
materials other than those identified above and their location in the Working Area.
.04 If the Owner or Contractor discovers or is advised of the presence of designated substances or
hazardous materials that are in addition to those listed in paragraph GC 4.03.02, or not clearly
identified in the Contract Documents according to paragraph GC 4.03.03, then verbal notice shall be
provided to the other party immediately with wrillen confirmation within 2 Days. The Contractor shall
stop work in the area immediately and shall determine the necessary steps required to complete the
work in accordance with applicable legislation and regulation.
.05 The Owner shall be responsible for any reasonable additional costs of removing, managing and
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. An work under this paragraph
shall be deemed to be Extra Work.
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.06 Prior to commencement of the Work, the Owner shall provide to the Contractor a list of those
products controlled under the Workplace Hazardous Materials Information System (WHMIS), that
the Owner may supply or use on the Contract, together with copies of the Materials Safety Data
Sheets for these products. All containers used in the application of products controlled under
WHMIS shall be labelled. The Owner shall notify the Contractor in writing of changes to the list and
provide relevant Material Safety Data Sheets.
GC 4.04
Construction Affecting Railway Property
.01 The Owner shall pay the costs of all flagging and other traffic control measures required and
provided by the railway company unless such costs are solely a function of the Contractor's chosen
method of completing the Work.
.02 Every precaution shall be taken by the Contractor to protect all railway property at track crossings; or
otherwise, on which construction operations are to take place in accordance with the terms of this'
Contract.
.03 The Contractor shall be required to conduct the construction operations in such a manner as to
avoid a possibility of damaging any railway property in the vicinity of the works. Every reasonable
precaution shall be taken by the Contractor to ensure the safety of the workers, Subcontractors, and
Equipment, as well as railway property throughout the duration of the Contract.
GC 4.05
Default by the Contractor
.01 If the Contractor fails to commence the Work within 14 Days of a formal order to commence work
signed by the Contract Administrator or, upon commencement of the Work, should neglect to
prosecute the Work properly or otherwise fails to comply with the requirements of the Contract and,
if the Contract Administrator has given a written .statement to the Owner and Contractor that
sufficient cause exists to justify such action, the Owner may, without prejudice to any other right or
remedy the Owner may have, notify the Contractor in writing that the Contractor is in default of the
Contractor's contractual obligations and instruct the Contractor to correct the default in the
5 Working Days immediately following the receipt of such notice.
.02 If the Contractor is adjudged bankrupt, or makes a general assignment for the benefit of creditors
because of the Contractor's insolvency or if a receiver is appointed because of the Contractor's
insolvency, the Owner may, without prejudice to any other right or remedy the Owner may have, by
gMng the Contractor or receiver or trustee in bankruptcy notice in writing, terminate the Contract.
GC 4,06
Contractor's Right to Correct a Default
.01 The Contractor shall have the right within the 5 full Working Days following the receipt of a notice of
default to correct the default and provide the Owner with satisfactory proof that appropriate
corrective measures have been taken.
.02 If the correction of the default cannot be completed within the 5 full Working Days following receipt of
the notice, the Contractor shall not be in default if the Contractor,
a) commences the correction of the default within the 5 full Working Days following receipt of the
notice;
b) provides the Owner with an acceptable schedule for the progress of such correction; and
c) completes the correction in accordance with such schedule.
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GC 4.07
Owner's Right to Correct Default
.01 If the Contractor fails to correct the default within the time specified in subsection GC 4.06,
Contractor's Right to Correct a Defautt, or subsequentiy agreed upon, the Owner, wilhoU1 prejudice
to any other right or remedy the Owner may have, may correct such default and deduct the cost
thereof, as certified by the Contract Administrator, from any payment then or thereafter due to the
Contractor.
GC 4.08
Termination of Contractor's Right to Continue the Work
.01 Where the Contractor faUs to correct a defautt within the time specified in subsection GC 4.06,
Contractor's Right to Correct a Default, or subsequently agreed upon, the Owner, without prejudice
to any other right or remedy the Owner may have, may terminate the Contractor's right to continue
the Work in whole or in part by giving written notice to the Contractor.
.02 If the Owner terminates the Contractor's right to continue with the Work in whole or in part, the
Owner shall be entitled to,
a) take possession of the Working Area or that portion of the Working Area devoted to that part of
the Work terminated;
b) use the EqUipment of the Contractor and any Material within the Working Area that is intended to
be incorporated into the Work, the whole subject to the right of third parties;
c) withhold further payments to the Contractor with respect to the Work or Ihe portion of the Work
withdrawn from the Contractor until the Work or portion thereof withdrawn is completed;
d) charge the Contractor the additional cost over the Contract price of completing the Work or
portion thereof withdrawn from the Contractor, as certified by the Contract Administrator and any
additional compensation paid to the Contract administrator for such additional service arising
from the correction of the default;
e) charge the Contractor a reasonable allowance, as determined by Ihe Contract Administrator, to
cover correction to the Work performed by the Contractor that may be required under subsection
GC 7.16, Warranty;
f) charge the Contractor for any damages the Owner sustained as a result of the default; and
g) charge the Contractor the amount by which the cost of corrections to Ihe Work under subsection
GC 7.16, Warranty, exceeds the allowance provided for such corrections.
GC 4.09
Final Payment to Contractor
.01 If the Owner's cost to correct and complete the Work in whole or in part is less than the amount
withheld from the Contractor under Sllbsection GC 4.06, Termination of Contractor's Right to
Continue the Work, the Owner shall pay the balance to the Contractor as soon as the final
accounting for the Contract is complete.
GC4.10
Termination of the Contract
.01 Where the Contractor is in default of the Contract the Owner may, without prejudice to any other
right or remedy the Owner may have, terminate the Contract by giving written notice of termination to
the Contractor, the Surety, and any trustee or receiver acting on behalf of the Contractor's estate or
creditors.
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.02 If the Owner elects to tenninate the Contract, the Owner may provide the Contractor and the trustee
or receiver with a complete accounting to the date of tennination.
GC 4.11
Continuation of Contractor's Obligations
.01 The Contractor's obligation under the Contract as to quality, correction, and warranty of the Work
performed prior to the time of tennination of the Contract or tennination of the Contractor's right to
continue with the Work in whole or in part shall continue to be in force after such termination.
GC4.12
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 Section GC 4.0, Owner's Responsibilities and Rights, shall be exercised in
accordance with the conditions of the Performance Bond.
GC4.13
Payment Adjustment
.01 If any situation should occur in the performance of the Work that would result in a Change in the
Work, the Owner shall be entiUed to an adjustment and those adjustments shall be managed in
accordance with subsection GC 3.10.01, Changes in the Work.
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SECTION GC 5.0 - MATERIAL
GC 5.01
Supply of Material
.01 All Material necessary for the proper completion of the Work, except that listed as being supplied by
the Owner, shall be supplied by the Contractor. The Contract price for the appropriate tender items
shall be deemed to include full compensation for the supply of such Material.
GC 5.02
Quality of Material
.01 All Material supplied by the Contractor shall be new, unless otherwise specified in the Contract
Documents.
.02 Material supplied by the Contractor shall conform to the requirements of the Contract.
.03 As specified in the Contract Documents or as requested by the Contract Administrator, the
Contractor shall make available, for inspection or testing, a sample of any Material to be supplied by
the Contractor.
.04 The Contractor shall obtain for the Contract Administrator the right to enter onto the premises of the
Material manufacturer or supplier to carry out such inspection, sampling, and testing as specified in
the Contract Documents or as requested by the Contract Administrator.
.05 The Contractor shaH notify the Contract Administrator of the sources of supply sufficiently in advance
of the Material shipping dates to enable the Contract Administrator to perform the required
inspection, sampling, and testing.
.06 The Owner shall not be responsible for any delays to the Contractor's operations where the
Contractor fails to give sufficient advance notice to the Contract Administrator to enable the Contract
Administrator to carry out the required inspection, sampling, and testing before the scheduled
shipping date.
.07 The Contractor shall not change the source of supply of any Material without the written
authorization of the Contract Administrator.
.08 Material that is not specified shan be of a quality best suited to the purpose required. and the use of
such Material shall be subject to the approval of the Contract Administrator.
.09 All Material inspection, sampling, and testing shan be carried out on random basis in accordance
with the standard inspection or testing methods required for the Material. Any approval given by the
Contract Administrator for the Materials to be used in the Work based upon the randiom method shall
not relieve the Contractor from the responsibility of incorporating Material that conforms to the
Contract Documents into the Work or prope~y performing the Contract and of any liability arising
from the failure to prope~ perform as specified in the Contract Documents.
GC 5.03
Rejected Material
.01 Rejected Material shall be removed from the Working Area expeditiously after the notification to that
effect from the Contract Administrator. Where the Contractor fails to comply with such notice, the
Contract Administrator may cause the rejected Material to be removed from the Working Area and
disposed of, in what the Contract Administrator considers to be the most appropriate manner, and
the Contractor shall pay the costs of disposal and the appropriate overhead charges.
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GC 5.04
Substitutions
.01 Where the Contract Documents require the Contractor to supply a Material designated by a trade or
other name, the Tender shall be based only upon supply of the Material so designated, that shall be
regarded as the standard of quality required by the Contract Documents. After the acceptance of
the Tender, the Contractor may apply to the Contract Administrator to substitute another Material
identified by a different trade or other name for the Material designated as aforesaid. The
application shall be in writing and shall state the price for the proposed substitute Material
designated as aforesaid, and such other infonnation as the Contract Administrator may require.
.02 Rulings on a proposed substitution shall not be made prior to the acceptance of the Tender.
Substitutions shall not be made without the prior approval of the Contract Administrator. The
approval or rejection of a proposed substnution shall be at the discretion of the Contract
Administrator.
.03 If the proposed substitution is approved by the Contract Administrator, the Contractor shall be
entitled to the first $1,000 of the aggregate saving in cost by reason of such substootion and to 50%
of any additional saving in cost in excess of such $1.000. Each such approval shall be conveyed to
the Contractor in writing or by issuance of a Certificate of Equality on the Owner's standard form of
"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 weU.
GC 5.05
Owner Supplied Material
GC 5.05.01
Ordering of Excess Material
.01 Where Material is supplied by the Ovvner and where this Material is ordered by the Contractor in
excess of the amount specified to complete the Wor1<, such excess Material shall become the
property of the Contractor on completion of the Wor1< 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 Wor1<.
.02 The Contractor shall be responsible for acceptance of Material supplied by the Ovvner, at the
specified delivery point and for its safe handling and storage. If such Material is damaged while
under the control of the Contractor, n shall be replaced or repaired by the Contractor at no expense
to the Ovvner, and to the satisfaction of the Contract Administrator. If such Material is rejected by the
Contract Administrator for reasons that are not the fault of the Contractor, it shall remain in the care
and at the risk of the Contractor until its disposition has been determined by the Contract
Administrator.
.03 Where Material supplied by the Owner arrives at the delivery point in a damaged condition or where
there are discrepancies between the quantities received and the quantities shown on the bills of
lading, the Contractor shall immediately report such damage or discrepancies to the Contract
Administrator who shall arranga for an immediate inspection of the shipment and provide the
Contractor with a written release from responsibility for such damage or deficiencies. Where
damage or deficiencies are not so reported, it shall be assumed that the shipment arrived in good
condition and order, and any damage or deficiencies reported thereafter shall be made good by the
Contractor at no extra cost to the Owner.
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.04 The full amount of Material supplied by the Owner in each shipment shall be accounted for by the
Contractor. and such Mat~1 shall be at the risk of the Contractor after laking 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 properly of the Contractor when they are no longer required for their original
purpose and shall be disposed of by the Contractor, unless otherwise specified in the Contract
Documents.
.06 Immediately upon receipt of each shipment, the Contractor shall provide the Contract Administrator
copies of bills of fading, 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, it shall be assumed that the stockpile was in good condition and order when the
Contractor took charge of it, and any damage or deficiencies reported thereafter shall be made good
by the Contractor at no extra cost to the Owner.
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SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE
GC 6.01
Protection of Work, Persons and Property
.01 The Contractor, the Contractor's agents, and all workers employed by or under the control of the
Contractor, including Subcontractors, shall protect the Work, persons, and property from damage or
injury. The Contractor shall be responsible for all losses and damage that may arise as the result of
the Contractor's operations under the Contract, unless indicated to the contrary below.
.02 The Contractor is responsible for the full cost of any necessary temporary protective work or works
and the restoration of all damage where the Contractor damages the Work or property in the
performance of the Contract. If the Contractor is not responsible for the damage that occurs to the
Work or property, the Contractor shall restore such damage, and such work and payment shall be
administered according to these General Conditions.
.03 The Contractor shall immediately inform the Contract Administrator of all damage and injuries that
occur during the term of the Contract. The Contractor shall then investigate and report back to the
Contract Administrator within 15 Days of occurrence of incident, or as soon as possible.
.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 employees, or
others not under the control of the Contractor, but within the Working Area with the Owner's
permission.
.05 The Contractor and the Contractor's Surety shall not be released from any term or provision of any
responsibility, obligation, or liability under the Contract or waive or impair any of the rights of the
Owner, except by a release duly executed by the Owner.
GC 6.02
Indemnification
.01 The Contractor shall indemnify and hold harmless the Owner and the Contract Administrator, their
elected officials, agents, officers, and employees from and against all claims, demands, losses,
expenses, costs, damages, actions, suits, or proceedings by third parties, hereinafter called .c1aims.,
directly or indirectly arising or alleged to arise out of the performance of or the faaure to perform the
Work, provided such claims are,
a) attributable 10 boday injury, sickness, disease, or death or to damage to or destruction of tangible
praperty;
b) caused by negligent acts or omissions of the Contractor or anyone for whose acts the Contractor
may be liable; and
c) made in writing within a period of 6 years from the date of Substantial Performance of the Work
as set out in the Certificate of Substantial Performance of the Work or, where so specified in the
Contract Documents, from the date of certification of Final Acceptance.
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.02 The Contractor shall indemnify and hold harmless the Owner from all and every claim for damages,
royafties or fees for the infringement of any patented invention or copyright occasioned by the
Contractor in connection with the Work performed or Material fumished by the Contractor under the
Contract.
.03 The Owner expressly waives the right to indemnity for claims other than those stated in paragraphs
GC 6.02.01 and GC 6.02.02.
.04 The Owner shall indemnify and hold harmless the Contractor, their elected officials, agents, officers,
and employees from and against all claims, demands. losses. expenses, costs, damages, actions,
suits, or proceedings arising out of the Contracto~s performance of the Contract that are attributable
to a lack of or defect in title or an alleged lack of or defect in tiUe to the Working Area.
.05 The Contractor expressly waives the right to indemnity for claims other than those stated in
paragraph GC 6.02.04.
GC 6.03
Contractor's Insurance
GC 6.03.01
General
.01 Without restricting the generaUty of subsection GC 6.02, Indemnification, the Contractor shall
provide, maintain, and pay for the insurance coverages listed under clauses GC 6.03.02 and
GC 6.03.03. Insurance coverage in clauses GC 6.03.04, GC 6.03.05, and GC 6.03.06 shall only
apply when so specified in the Contract Documents.
.02 The Contractor shall provide the Contract Administrator with an original Certificate of Insurance for
each type of insurance coverage that is required by the Contract Documents. The Contractor shall
ensure that the Contract Administrator is; at all times in receipt of a valid Certificate of Insurance for
each type of insurance coverage, in such amounts as specified in the Contract Documents. The
Contractor will not be permitted to commence work until the Contract Administrator is in receipt of
such proof of insurance. The Contract Administrator may withhold payments of monies due to the
Contractor until the Contractor has provided the Contract Administrator with original valid Certificates
of Insurance as required by the provisions of the Contract Documents.
GC 6.03.02
General Liability Insurance
.01 General liability insurance shall be in the name of the Contractor, with the Owner and the Contract
Administrator named as additional insureds, with limits of not less than five million dollars inclusive
per occurrence for bodily injury, death, and damage to property including loss of use thereof, with a
property damage deductible of noI more than $5.000. The form of this insurance shall be the
Insurance Bureau of Canada Form IBC 2100.
.02 Another form of insurance equal to or better than that required in IBC Form 2100 may be used,
provided all the requirements listed in the Contract are included. Approval of this insurance shall be
conditional upon the Contractor obtaining the services of an insurer licensed to underwrite insurance
in the Province of Ontario and obtaining the insurws certificate of equivalency to the required
insurance.
.03 The Contractor shall maintain in force such policies of insurance specified by the Contract
Documents at all times from the commencement of the Work until the end of any Warranty Period or
as otherwise required by the Contract Documents.
.04 The Contractor shall submit annually to the Owner, proof of continuation of the completed operations
coverage and, if the Contractor fails to do so, the limitation period for claiming indemnity described in
paragraph GC 6.02.01 c), shall not be binding on the Owner.
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.05 Should the Contractor decide not to employ Subcontractors for operations requiring the use of
explosives for blasting. pile driving or caisson work. removal or weakening of support of property
building or land, IBC Form 2100 as required shall include the appropriate endorsements.
.06 The policies shall be endorsed to provide the Owner with not less than 30 Days written notice in
advance of cancellation. change or amendment restricting coverage.
.07 "Claims Made" insurance policies shall not be permitted.
GC 6.03.03
Automobile Liability Insurance
.01 Automobile liability insurance in respecl of licensed vehicles shall have limits of not less than five
million dollars inclusive per occurrence for bodily injury, death and damage to property, in the
following forms endorsed to provide the Owner with not less than 30 Days written notice in advance
of any cancellation, change, or amendment restricting coverage:
a) standard non-owned aulomobile policy including standard contractual liability endorsemenl, 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.
GC 6.03.04
GC 6.03,04.01
Aircraft and Watercraft Liability Insurance
Aircraft Liability Insurance
.01 Aircraft liability insurance w~h respect to owned or non-owned aircraft used directly or indirectly in
the performance of the Work, including use of additional premises, shall be subject to limits of not
less than five million dollars inclusive per occurrence for bodily injury, death, and damage to property
including loss of use thereof, and limits of not less than five million dollars for aircraft passenger
hazard. Such insurance shall be in a form acceptable to the Owner. The policies shall be endorsed
to provide the Owner with not less than 30 Days written notice in advance of cancellation, change, or
amendment restricting coverage.
6.03.04.02
Watercraft Liability Insurance
.01 Watercraft liabil~ insurance with respect 10 owned or non-owned watercraft used direcUy or
indirecUy in the performance of the Work. including use of additional premises. shall be subject to
limits of nolless than five million dollars inclusive per occurrence for bodily injury, death, and
damage to property including loss of use thereof. Such insurance shall be in a form acceptable to
the Owner. The policies shall be endorsed 10 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
Properly and Boller Insurance
Property Insurance
.01 All risks property insurance shall be in the name of the Contractor, 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 Contract Documents, of Material that is
specified to be provided by the Owner for incorporation into the Work. with a deductible not
e~eding 1 % of the amount insured at the site of the Work. This insurance shall be in a form
acceptable to the Owner and shall be maintained continuously until 10 Days after the date of Final
Acceptance of the Work. as set out in the Final Acceptance Certificate.
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GC 6.03.05.02
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 fconing part of the Work.
shall be in a form acceptable to the Owner. This insurance shall be maintained continuously from
commencement of use or operation of the property insured until 10 Days after the date of Final
Acceptance of the Work. as set out in the Final Acceptance Certificate.
GC 6.03.05.03
Use and Occupancy of the Work Prior to Completion
.01 Should the Owner wish to use or occupy part or all of the Work prior to Substantial Performance. the
Owner shall give 30 Days written notice to the Contractor of the intended purpose and extent of such
use or occupancy. Prior to such use or occupancy, the Contractor shall notify the Owner in writing of
the additional premium cost. if any. to maintain property and boiler insurance. which shall be at the
Owner's expense. If because of such use or occupancy the Contractor is unable to provide
coverage. the Owner upon written notice from the Contractor and prior to such use or occupancy
shall provide. maintain, and pay for property and boiler insurance insuring the full value of the Work.
including coverage for such use or occupancy, and shall provide the Contractor with proof of such
insurance. The Contractor shall refund to the Owner the 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 entilled to such
reasonable extension of Contract Time relative to the extent of the loss or damage as the Contract
Administrator may decide in consultation with the Contractor.
GC 6.03.05.04
Payment for Loss or Damage
.01 The Contractor shall be entilled 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
entilled to receive from the payments made by the insurers the amount of the Contractor's interest in
the restoration of the Work.
.02 The Contractor shall be responsible for deductible amounts under the policies. except where such
amounts may be excluded from the Contractor's responsibility by the terms of this Contract.
.03 In the event of a loss or damage to the Work arising from the action or omission of the Owner or
others. the Owner shall pay the Contractor the cost of restoring the Work as the restoration of the
Work proceeds and in accordance with the requirements of Section GC 8.0, Measurement and
Payment.
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GC 6.03.06
Contractor's Equipment Insurance
.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, shall be in a form acceptable to the Owner and shall not allow subrogation claims
by the insurer against the Owner. The policies shall be endorsed to provide the Owner with not less
than 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 otherwise, the duration of each insurance policy shall be from the date of
commencement of the Work until 10 Days after the date of Final Acceptance of the Work, as set out
in the Anal 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. promptly provide the Owner with a certified true copy of each
insurance policy exclusive of information pertaining to premium or premium bases used by the
insurer to determine the cost of the insurance. The certified true copy shaH 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 shall 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 shall have the right
to provide and maintain such insurance and give evidence thereof to the Contractor. The Owner's
costlhereof shall be payable by the Contractor to the Owner on demand.
.07 If the Contractor fails to pay the cost of the insurance placed by the Owner within 30 Days of the
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 to the satisfaction of the Owner. The bonds shall
be maintained in good standing unbl the fulfilment of the Contract.
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GC 6.05
Workplace Safety and Insurance Board
.01 The Contractor shall provide the Contract Administrator with a copy of a Certificate of Clearance
indicating the Contractor's good standing with the Workplace Safety and Insurance Board, as
follows:
a) Immediately prior to the Contract Administrator authorizing the Contractor to commence Work.
b) Prior to issue of the Certificate of Substantial Performance.
c) Prior to expiration of the Warranty Period.
d) At any other time when requested by the Contract Administrator.
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SECTION GC 7.0 - CONTRACTOR'S RESPONSIBIlmES AND CONTROL OF THE WORK
GC 7.01
General
.01 The Contractor warrants that the site of the Work has been visited during the preparation of the
Tender and the character of the Wor!< and all local conditions that may affect the performance of the
Work are known.
.02 The Contractor shall not commence the Wor!< nor deliver anything to the Working Area until the
Contractor has received a written order to commence the Work, signed by the Contract
Administrator.
.03 The Contractor shall have complete control of the Wor!< and shall effectively direct and supervise the
Work so as to ensure conformity with the Contract Documents. The Contractor shall be responsible
for construction means, methods, techniques, sequences, and procedures and for coordinating the
various parts of the Work.
.04 The Contractor shall provide adequate labour, Equipment, and Material to ensure the completion of
the Contract in accordance with the Contract Documents. The Wor!< shall be performed as
vigorously and as continuously as weather conditions or other interferences may permit.
.05 The Contractor shall have the sole responsibility for the design, erection, operation, maintenance,
and removal of temporary structures and other temporary facilities and the design and execution of
construction methods required in their use.
.06 Notwithstanding paragraph GC 7.01.05, where the Contract Documents include designs for
temporary structures and other temporary facilities or specify a method of construction in whole or
part, such facilities and methods shall be considered to be part of the design of the Work, and the
Contractor 5thall not be held responsible for that part of the design or the specified method of
construction. The Contractor 5thall, however, be responsible for the execution of such design or
specified method of construction in the same manner that the Contractor is responsible for the
execution of the Wor!<.
.07 The Contractor shall execute the terms of the Contract in strict compliance with the requirements of
the Occupational Health and Safety Act, R.S.O. 1990, c.O.1, as amended, (the "Act") and Ontario
Regulation 213/91, as amended, (that regulates Construction Projects) and any other regulations as
amended under the Act (the "Regulations") that may affect the performance of the Work, as the
"Constructor" or "employer," as defined by the Act, as the case may. be. The Contractor 5thall ensure
that
a) worker safety is given first priority in planning, pricing, and performing the Work;
b) its officers and supervisory employees have a wor!<ing 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 cornmitrnentto comply with them;
c) a copy of the most current version of the Act and the Regulations are available at the
Contractor's office within the Working Area, or, in the absence of an office, in the possession of
the supervisor responsible for the performance of the Work;
d) wor!<ers employed to carry out the Work possess the knowiedge, 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 dmgent and responsible manner with due
consideration for the health and safety of the workers; and
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f) all Subcontractors and their wort<ers are properly protected from injury while they are at the
Work Area.
.08 The Contractor, when requested, shall provide Ihe Owner with a copy of its health and safety policy
and program at the pre-start meeting and shall respond promptly to requests from the Owner for
confirmation that its methods and procedures for carrying out the Work comply with the Act and
Regulations. The Contractor shall cooperate with representatives of the Owner and the inspectors
appointed to enforce the Act and the Regulations in any investigations of wort<er health and safety in
the performance of the Work. The Contractor shall indemnify and save. the Owner harmless from
any additional expense that the Owner may incur to have the Work performed as a result of the
Contractor's failure to comply with the requirements of the Act and the Regulations.
.09 Prior to commencement of the Wort<, the Contractor shall provide to the Contract Administrator a list
of those products controlled under the Wort<place Hazardous Materials Information System or
WHMIS, which the Contractor expects to use on the Contract. Related Materials Safety Data Sheets
shall accompany the submission. All containers used in the application of products controlled under
WHMIS shall be labelled. The Contractor shall notify the Contractor Administrator in writing of
changes in the products to be used and provide relevant Material Safety Data Sheets.
.10 The Contractor shall have an authorized representative on the site while any Work is being
performed, to supervise the Work and act for or on the Contracto~s behalf. Prior to commencement
of construction, the Contractor shall notify the Contract Administrator of the names; addresses;
positions; and cell phone, pager, and telephone numbers of the Contractor's representatives who
can be contacted at any time to deal with matters relating to the Contract, and update as necessary.
.11 The Contractor shall designate a person to be responsible for traffic control and work zone safety.
The designated person shall be a competent worker who is qualified because of knowledge, training,
and experience to perform the duties; is familiar with Book 7 of the Ontario Traffic Manual; and has
knowledge of all potential or actual danger to workers and motorists. Prior to the commencement of
construction, the Contractor shall notify the Contract Administrator of the name; address; position;
cell phone, pager, and telephone numbers of the designated person, and update as necessary. The
designated person may have other responsibilities, including other construction sites, and need not
be present in the Wort<ing Area at all times.
.12 The Contractor shall, at no additional cost to the Owner, furnish all reasonable aid, facilities, and
assistance required by the Contract Administrator for the proper inspection and examination of the
Work or the taking of measurements for the purpose of payment.
.13 The Contractor shall prepare and update, as required, a construction schedule of operations,
indicating the proposed methods of construction and sequence of wort< and the time the Contractor
proposes to complete the various items of work within the time specified in the Contract Documents.
The schedule shall be submitted to the Contract Administrator within 14 Days from the Contract
award. If the Contractor's schedule is materially affected by changes, the Contractor shall submit an
updated construction schedule, if requested by the Contract Administrator, within 7 Days of the
request. This updated schedule shall show how the Contractor proposes to perform the balance of
the Wort<, so as to complete the Wort< within the time specified in the Contract Documents.
.14 Where the Contractor finds any error, inconsistency, or omission relating to the Contract, the
Contractor shall promptly report it to the Contract Administrator and shall not proceed with the
activity affected until receiving direction from the Contract Administrator.
.15 The Contractor shall promptly notify the Contract Administrator in writing if the subsurface conditions
observed in the Working Area differ materially from those indicated in the Contract Documents.
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.16 The Contractor shall arrange with the appropriate Utility authorities for the stake out of all
underground Utilities and service connections that may be affected by the Work. The Contractor
shall observe the location of the stake outs prior to commencing the Work and in the event that there
is a discrepancy between the location of the stake outs and the locations shown on the Contract
Documents, that may affect the Work, the Contractor shall immediately notify the Contract
Administrator and the affected Utility companies, in order to resolve the discrepancy. The Contractor
shall be responsible for any damage done to the underground Utilities and service connections by
the Contractor's forces during construction if the stake out locations are within the tolerances given
in paragraph GC 2.01.01 a)..
GC 7.02
Layout
.01 Prior to commencement of construction, the Contract Administrator and the Contractor shall locate
on site those properly bars, baselines, and benchmarks that are necessary to delineate the Working
Area and to layout the Work, all as shown on the Contract Drawings.
.02 The Contractor shall be responsible for the preservation of all property bars while the Work is in
progress, except those properly bars that must be removed to facilitate the Work. Any other
properly bars disturbed, damaged, or removed by the Contractor's operations shall be replaced
under the supervision of an Ontario Land Surveyor, at the Contractor's expense.
.03 At no extra cost to the Owner, the Contractor shall provide the Contract Administrator with such
materials and devices as may be necessary to layout the baseline and benchmarks, and as may be
necessary for the inspection of the Work.
.04 The Contractor shall provide qualified personnel to lay out and establish all lines and grades
necessary for construction. The Contractor shall notify the Contract Administrator of any layout work
carried out, so that the same may be checked by the Contract Administrator.
.05 The Contractor shall install and maintain substantial alignment markers and secondary benchmarks
as may be required for. the proper execution of the Work. The Contractor shall supply one copy of all
alignment and grade sheets to the Contract Administrator.
.06 The Contractor shall assume full responsibility for alignment, elevations, and dimensions of each
and all parts of the Work, regardless of whether the Contractor's layout work has been checked by
the Contract Administrator.
.07 All stakes, marks, and reference points shall be carefully preserved by the Contractor. In the case of
their destruction or removal. such stakes. marks. and reference points shall be replaced at the
Contractor's expense.
.08 Benchmarks and survey monuments identified in the Contract Documents shall be protected by the
Contractor. In the case of their destruction or removal. such benchmarks and survey monuments
shall be replaced by the Owner at the Contractor's expense.
GC 7.03
Working Area
.01 The Contractor's sheds, site offices, toilets, other temporary structures, and storage areas for
Material and Equipment shall be grouped in a compact manner and maintained in a neat and orderly
condition at all times.
.02 The Contractor shall confine the construction operations to the Working Area. Should the Contractor
require more space than that shown on the Contract Drawings. the Contractor shall obtain such
space at no additional cost to the Owner.
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.03 The Contractor shall not enter upon or occupy any private property for any purpose, unless the
Contractor has received prior wrillen permission from the property owner.
GC 7.04
Damage by Vehicles or Other Equipment
.01 If at any time, in the opinion of the Contract Administrator, damage is being done or is likely to be
done to any Roadway or any improvement thereon, outside the Working Area, by the Contractor's
vehicles or other Equipment, whether licensed or unlicensed Equipment, the Contractor shall, on the
direction of the Contract Administrator, and at no extra cost to the Owner, make changes or
substitutions for such vehicles or Equipment, and shall alter loadings, or in some other manner,
remove the cause of such damage to the satisfaction of the Contract Administrator.
GC 7.05
Excess Loading of Motor Vehicles
.01 Where a vehicle is hauling Material for use on the Work, in whole or in part; upon a Highway; and
where motor vehicle registration is required for such vehicle, the Contractor shall not cause or permit
such vehicle to be loaded beyond the legal limit specified in the Highway Traffic Act, R.S.O. 1990,
c.H.8, as amended, whether such vehicle is registered in the name of the Contractor or otherwise,
except where there are designated areas within the Working Area where overloading is permilled.
The Contractor shall bear the onus of weighing disputed loads.
GC 7.06
Condition ofthe Working Area
.01 The Contractor shall maintain the Working Area in a tidy condition and free from the accumulation of
debris and prevent dust nuisance, mud, and ponding water, other than that caused by the Owner or
others.
GC 7.07
Maintaining Roads and Detours
.01 Unless otherwise specified in the Contract Documents, if an existing Roadway is affected by
construction, it shall be kept open to both vehicular and pedestrian traffic.
.02 Subject to the approval of the Contract Administrator, the Contractor shall, at no additional cost to
the Owner, be responsible for providing and maintaining for the duration of the Work an alternative
route for both pedestrian and vehicular traffic through the Working Area in accordance with the OTM,
whether along the existing Highway under construction or on a detour road beside or adjacent to the
Highway under construclion.
.03 Subjeclto the approval of the Contract Administrator, the Contractor may block traffic for short
periods of time to facilitate construction of the Work in accordance with the aTM. Any temporary
lane closures shall be kept to a minimum.
.04 The Contractor shall not be required to maintain a road through the Working Area until such time as
the Contractor has commenced operations or during seasonal shut down or on any part of the
Contract that has been accepted in accordance with these General Conditions. The Contractor shall
not be required to apply de-icing chemicals or abrasives or carry out snowplowing.
.05 Where localized and separated sections of the Highway are affected by the Contractor's operations,
the Contractor shall not be required to maintain intervening sections of the Highway until such times
as these sections are located within the limits of the Highway affected by the Contractor's general
operations under the Contract.
.06 Where the Contract Documents provide for or the Contract Administrator requires detours at specific
locations, payment for the construclion of the detours and, if required, for the subsequent removal of
the detours, shafl be made at the Contract prices appropriate to such work.
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.07 Compensation for all labour, Equipment, and Materials to do this Work shall be at the Contract
prices appropriate to the Work and, where there are no such prices, at negotiated prices.
Notwithstanding the foregoing, the cost of blading required to maintain the surface of such roads and
detours shall be deemed to be included in the prices bid for the various tender items and no
additional payment shall be made.
.08 Where work under the Contract is discontinued for any extended period, including seasonal
shutdown, the Contractor shall, when directed by the Contract Administrator, open and place the
Roadway and detours in a passable, safe, and satisfactory condition for public travel.
.09 Where the Contractor constructs a detour that is not specifically provided for in the Contract
Documents or required by the Contract Administrator, the construction of the detour and, if required,
the subsequent removal shall be performed at the Contractor's expense. The detour shall be
constructed and maintained to structural and geometric standards approved by the Contract
Administrator. Removal and site restoration shall be performed as directed by the Contract
Administrator.
.10 Where, with the prior written approval of the Contract Administrator, the Highway is closed and the
traffic diverted entirely off the Highway to any other Highway, the Contractor shall, at no extra cost to
the Owner, supply, erect, and maintain traffic control devices in accordance with the OTM.
.11 Compliance with the foregoing provisions shall in no way relieve the Contractor of obligations under
subsection GC 6.01, Protection of Work, Persons, and Property, deating with the Contractor's
responsibility for damage claims, except for claims arising on sections of Highway within the Working
Area that are being maintained by others.
GC 7.08
Access to Properlles 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,
water and gas valves, and all other Utilities located in the Working Area.
.03 Where any interruptions in the supply of Utility services are required and are authorized by the
Contract Administrator, the Contractor shall give the affected property owners notice in accordance
with subsection GC 7.12, Notices by the Contractor, and shall arrange such interruptions so as to
create a minimum of interference to those affected.
GC 7.09
Approvals and Permits
.01 Except as specified in subsection GC 4.02, Approval and. Permits, the Contractor shall obtain and
pay for any permits, licences, and certificates, which at the date of tender closing, are required for
the performance of the Work.
.02 The Contractor shall arrange for all necessary inspections required by the approvals and permits
specified in paragraph GC 7.09.01.
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GC 7.10
Suspension of Work
.01 The Contractor shall, upon written notice from the Contract Administrator, discontinue or delay any
or all of the Work and work shall not be resumed until the Contract Administrator so directs in Writing.
Delays, in these circumstances, shall be administered according to subsection GC 3.07, Delays. .
GC 7.11
Contractor's Right to Stop the Work or Terminate the Contract
.01 If the Owner is adjudged bankrupt or makes a general assignment for the benefit of creditors
because of insolvency or if a receiver is appointed because of insolvency, the Contractor may,
without prejudice to any other right or remedy the Contractor may have, by giving the Owner or
receiver or trustee in bankruptcy written notice, terminate the Contract.
.02 If the Work is stopped or otherwise delayed for a period of 30 Days or more under an order of a
court or other public authority and provided that such order was not issued as the result of an act or
fault of the Contractor or of anyone directly employed or engaged by the Contractor, the Contractor
may, without prejudice to any other right or remedy the Contractor may have, by giving the Owner
written notice, terminate the Contract.
.03 The Contractor may notify the Owner in writing, with a copy to the Contract Administrator, that the
Owner is in default of contractual obligations if,
a) the Contract Administrator fails 10 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 notice 10 the Owner shall advise that if the default is not corrected in the 7
Days immediately following receipt of the written notice, the Contractor may, without prejudice to any
other right or remedy the Contractor may have, stop the Work or terminate the Contract.
.05 If the Contractor terminates the Contract under the conditions set out in subsection GC 7.11, the
Contractor shall be entiUed to be paid for all work performed according to the Contract Documents
and for any losses or damage as the Contractor may sustain as a result of the termination of the
Contract.
GC 7.12
Notices by the Contractor
.01 Before work is carried out that may affect the property or operations of any Ministry or agency of
govemmenl 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, Contract Administrator, and the owner of the works of the location and details of such
damage or interference.
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GC 7.13
Obstructions
.01 Except as otherwise noted in these General Conditions, the Contractor assumes all the risks and
responsibilities arising ou1 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 ONner
for any loss, damage, or expense occasioned thereby.
.02 Where the obstruction is an underground Utility or other man-made object, the Contractor shall not
be required to assume the risks and responsibilities arising out of such obstruction, unless the
location of the obstruction is shown on the Plans or described in the Conlracl Documents and the
location so shown is wllhin 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 slle investigation made by the Contractor in accordance with
these General Conditions.
.03 During the course of the Contract, it is the Contractor's responsibility to consult with Utitity
companies or other appropriate authorities for further information in regard to the exact location of
these Utilities, to exercise the necessary care in construction operations, and to take such other
precautions as are necessary to safeguard the Utilities from damage.
GC 7.14
Limitations of Operations
.01 Except for such work as may be required by the Conlracl Administrator to maintain the Work in a
safe and satisfactory condition, the Contractor shall not carry out operations under the Contract on
Saturdays, Sundays, and Statutory Holidays without permission in writing from the Contract
Administrator.
.02 The Contractor shall cooperate and coordinate the Work with other Contractors, Utility companies,
and the Owner and they shall be allowed access to their work or plant at all reasonable times.
GC 7.15
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 Conlraclor shall also remove all temporary works and debris other than that caused by
the Owner or others and leave the Work and Working Area clean and suitable for occupancy by the
Owner, unless otherwise specified.
.02 The Work shall not be deemed to have reached Completion until the Contractor has removed
surplus materials, tools, construction machinery, and equipment. The Contractor shall also have
removed debris, other than that caused by the Owner, or others.
GC 7.16
Warranty
.01 Unless otherwise specified in the Contract Documents for certain Materials or components of the
Work, the Contractor shall be responsible for the proper performance of the Work only to the extent
that the design and standards permit such performance.
.02 Subject to the previous paragraph the Contractor shall correct prompUy, at no additional cost to the
Owner, defects or deficiencies in the Work that 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 Cerlificate of Substantial Performance of the Work,
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b) where the work is completed after the date of Substantial Performance, 12 months after
Completion of the Work,
c) where there is no Certificate of Substantial Performance, 12 months from the date of Completion
of the Work as set out in the Completion Certificate, or
d) such longer periods as may be specified in the Contract Documents for certain Materials or
some of the Work.
The Contract Administrator shall promptly give the Contractor written notice of observed defects or
deficiencies.
.03 The Contractor shall correct or pay for damage resulting from corrections made under the
requirements of paragraph GC 7.16.02.
GC7.17
Contractor's Workers
.01 The Contractor shall only employ orderly, competent, and skillful workers to do the Work and
whenever the Contract Administrator shall inform the Contractor in writing that any worker or workers
involved in the Work are, in the opinion of the Contract Administrator, incompetent, or disorderly
such worker or workers shall be removed from the work and shall not be employed on the work
again w~hout the consent in writing of the Contract Administrator.
GC 7.18
Drainage
.01 During construction and until the Work is completed, the Contractor shall make all reasonable efforts
to keep all portions of the Work properly and efflCienUy drained, to at least the same degree as that
of the existing drainage conditions.
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SECTION GC 8.0 - MEASUREMENT AND PAYMENT
GC 8.01
Measurement
GC 8.01.01
Quantities
.01 The Contract Administrator shall make an Estimate once a month, in writing, of the quantity of Work
performed. The first Estimate shall be the quantity of Work perfonned since the Contractor
commenced the Contract. and every subsequent Estimate, except the final one, shall be of the
quantity of Work perfonned since the preceding Estimate was made. The Contract Administrator
shall provide the copy of each Estimate to the Contractor within 10 Days of the Cut-Off Date.
.02 Such quantities for progress payments shall be construed and held to approximate. The final
quantities for the issuance of the Completion Payment Certificate shall be based on the
measurement of Work completed.
.03 Measurement of the quantities of the Work perfonned may be either by Actual Measurement or by
Plan Quantity principles as indicated in the Contract. Adjustments to Plan Quanlily measurements
shall normally be made using Plan Quantity principles but may, where appropriate, be made using
Actual Measurements. Those items identified on the Tender by the notation (P) in the unit column
shall be paid according to the Plan Quantity. Items where the notation (P) does not occur shall be
paid according to Actual Measurement or lump sum.
GC 8.01.02
Variations in Tender Quantities
.01 Where it appears that the quantity of Work to be done or Material to be supplied or both by the
Contractor under a unit price tender item may exceed or be less than the tender quantity, the
Contractor shall proceed to do the Work or supply the Material or both required to complete the
tender item and payment shall be made for the actual amount of Work done or Malerial supplied or
both 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 or Material supplied or both by
the Contractor exceeds the tender quantity by more than 15%, either party to the Contract may
make a written request to the other party to negotiate a revised unit price for that portion of the
Work performed or Malerial supplied or both which exceeds 115% of the tender quantity. The
negotiation shall be carried out as soon as reasonably possible. Any revision of the unit price
shall be based on the actual cost of doing the Work or supplying the Material or both under the
tender item plus a reasonable allowance for profit and applicable overhead.
b) In \he case of a Major Item where the quantity of Work performed or Material supplied or both 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 unifonnly over 100% of the tender quantity for the item. Overhead costs shall be
confinned by a statement certified by the Contractor's senior financial offICer or auditor and may
be audited by the Owner. Alternatively, where both parties agree, an allowance equal to 10% of
\he unit price on the amount of the underrun in excess of 15% of the tender quantity shall be
paid.
Written requests for compensation must be received no later than 60 Days after the issuance of the
Completion Payment Certificate.
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GC 8.02
Payment
GC 8.02.01
Price for Work
.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 Material" shall include Hand Tools, supplies, and
other incidentals.
.02 Payment for work not specifically detailed as part of anyone item and without specified details of
payment shall be deemed to be included in the items with which it is associated.
GC 8.02.02
Advance Payments for Material
.01 The Owner shall make advance payments for Material intended for incorporation in the Work upon
the wrillen request of the Contractor and according to the following terms and conditions:
a) The Contractor shall deliver the Material to a site approved by the Contract Administrator and
the Contractor shall, in advance of receipt of the shipment of the Material, arrange for adequate
and proper storage facilities.
b) The value of aggregates. processed and stockpiled, shall be assessed by the following
procedure:
i. Sources Other Than Commercial
(1) Granular A, B, BI, BII, Bill, M, and 0 shall be assessed at the rate of 60% of the
Contract price.
(2) Coarse and fine aggregates for hot mix asphaltic concrete, surface treatment and
Portland cement concrete shall be assessed at the rate of 25% of the Contract price for
each aggregate stockpiled.
ii. Commercial Sources
Payment for separated coarse and fine aggregates shall be considered at the above rate
when such materials are stockpiled at a commercial source where further processing is to
be carried out before incorporating such materials into a final product. Advance payments
for other materials located at a commercial source shall not be made.
c) Payment for all other materials, unless otherwise specified elsewhere in the Contract
Documents, shall be based on the invoice price, and the Contractor shall submit proof of cast to
the CQntract Administrator before payment can be made by the Owner.
d) The payment for all Materials shall be prorated against the appropriate tender item by paying for
sufficient units of the item to cover the value of the material. Such payment shall not exceed
80% of the Contract price for the item.
e) All Materials for which the Contractor wishes to receive advance payment shall be placed in the
designated storage location immediately upon receipt of the material and shall thenceforth be
held by the Contractor in trust for the Owner as collateral security for any monies advanced by
the Owner and for the due completion of the Work. The Contractor shall not exercise any act of
ownership inconsistent with such security, or remove any Material from the storage locations,
except for inclusion in the Work, without the consent, in writing, of the Contract Administrator.
f) Such materials shall remain at the risk of the Contractor who shall be responsible for any loss,
damage, theft, improper use, or destruction of the material however caused.
.02 Where the Owner makes advance payments subject to the conditions listed in paragraph GC
8.02.02.01, such payment shall not constitute acceptance of the Material by the Owner. Acceptance
shall only be determined when the material meets the requirements of the appropriate specification.
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GC 8.02.03
GC 8.02.03.01
Certification and Payment
Progress Payment Certificate
.01 The value of the Work performed and Material supplied shall be calculated once a month by the
Contract Administrator in accordance with the Contract Documents and clause GC. 8.01.01,
Quantities.
.02 The progress Payment Certificate shall show,
a) the quantities of Work performed;
b) the value of Work performed;
c) any advanced payment for Material;
d) the amount of statutory holdback, liens, Owner's set-off;
e) the amount of GST. as applicable; and
f) the amount due to the Contractor.
.03 One copy of the progress Payment Certificate shall be sent to the Contractor.
.04 Payment shall be made within 30 Days of the Cut-Off Date.
GC 8.02.03.02
. Certification of Subcontract Completion
.01 Before the Work has reached the stage of Substantial Performance, the Contractor may notify the
Contract Administrator, in writing that a subcontract is completed satisfactorily and ask that the
. Contract Administrator cerlify the completion of such subcontract.
.02 The Contract Administrator shall issue a Certificate of Subcontract Completion. if the subcontract
has been completed satisfactorily, and all required inspection and testing of the works covered by
the subcontract have been carried out and the results are satisfactory.
.03 The Contract Administrator shall set out in the Cerlificate of Subcontract Completion the date on
which the subcontract was completed and, within 7 Days of the date the subcontract is certified
complete, the Contract Administrator shall give a copy of the cerlificate to the Contractor and to the
Subcontractor concerned.
GC 8.02.03.03
Subcontract Statutory Holdback Rel_e CertIficate and Payment
.01 FoHowing receipt of the Certificate of Subcontract Completion. the Owner shan release and pay the
Contractor the statutory holdback retained in respect of the subcontract. Such release shall be
made 46 Days after the date the subcontract was certified complete and providing the Contractor
submits the following to the Contract Administrator:
a) a document satisfactory to the Contract Administrator that shall release the Owner from all
further claims relating to the subcontract, qualified by stated exceptions such as holdback
monies;
b) evidence satisfactory to the Contract Administrator that the Subcontractor has discharged all
liabilities incurred in carrying out the subcontract;
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c) a satisfactory clearance certificate or letter from the Workplace Safety and Insurance Board
relating to the subcontract; and
d) a copy of the contract between the Contractor and the Subcontractor and a satisfactory
statement showing the total amount due the Subcontractor from the Contractor.
.02 Paragraph GC 8.02.03.03.01 d), shall only apply to Lump Sum Items and then only when the
Contract Administrator specifically requests it.
.03 Upon receipt of the statutory holdback, the Contractor shall forthwith give the Subcontractor the
payment due under the subcontract.
.04 Release of statutory holdback by the Owner in respect of a subcontract shall not relieve the
Contractor, or the Contractor's Surety, of any of their responsibilities.
GC 8.02.03.04
Certification of Substantial Performance
.01 Upon application by the Contractor and when the Contract Administrator has verified that the
Contract has been substantially performed, the Contract Administrator shall issue a Certificate of
Substantial Performance.
.02 Upon verifying that the Contract has been substantially performed, the Contract Administrator shall
issue a certificate of Substantial Performance and shall set out in the Certificate of Substantial
Performance the date on which the Contract was substantially performed and, within 7 Days after
signing the said certificate, the Contract Administrator shall provide a copy to the Contractor.
.03 Upon receipt of a copy of the Certificate of Substantial Perfonnance, the Contractor shall forthwith,
as required by Section 32(1) Paragraph 5 of the Construction Uen Act, R.S.O. 1990, c.C.30, as
amended, publish a copy of the certificate in a construction trade newspaper. Such publication shall
include placement in the Daily Commercial News.
.04 Where the Contractor fails to publish a copy of the Certificate of Substantial Performance as
required above within 7 Days after receiving a copy of the certificate signed by the Contract
Administrator, the Owner may publish a copy of the certificate at the Contractor's expense.
.05 Except as otherwise provided for in Section 31 of the Construction Uen Act, the 45 Day lien period
prior to the release of holdback as referred to in clause GC 8.02.03.05, Substantial Perfonnance
Payment and Statutory Holdback Release Payment Certificates, shall commence from the date of
publication of the Certificate of Substantial Performance as provided for above.
GC 8.02.03.05
Substantial Perfonnance Payment and Substantial Performance Statutory
Holdback Release Payment Certlflcates
.01 When the Contract Administrator issues the Certificate of Substantial Performance, the Contract
Administrator shall also issue the Substantial Performance Payment Certificate and the Substantial
Performance Statutory Holdback Release Payment Certificate or where appropriate, a combined
payment certificate.
.02 The Substantial Performance Payment Certificate shall show,
a) the value of Work performed to the date of Substantial Performance;
b) the value of outstanding or incomplete Work;
c) the amount of the statutory holdback, allowing for any previous releases of statutory holdback to
the Contractor in respect of completed subcontracts and deliveries of pre-selected equipment;
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d) the amount of maintenance security required; and
e) the amount due the Contractor.
.03 Payment of the amount certified shall be made within 30 Days of the date of issuance of the
payment certificate.
.04 The Substantial Performance Statutory Holdback Release Payment Certificate shall be a payment
certificate releasing 10 the Contractor the statutory holdback due in respect of Work performed up to
the date of Substantial Performance. Payment of such statutory holdback shall be due 46 Days after
the date of publication of the Certificate of Substantial Performance but subject 10 the provisions of
the Construction Uen 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 all further claims relating 10 the Contract, qualified by stated exceptions such as
outstanding work or matters arising out of subsection GC 3.13, Claims, Negotiations, Mediation;
b) a statutory declaration in a form satisfactory to the Contract Administrator that all liabilities
incurred by the Contractor and the Contraclor's Subcontractors in carrying out the Contract have
been discharged except for statutory hoIdbacks properly retained;
c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board; and
d) proof of publication of the Certificate of Substantial Performance.
GC 8.02.03.06
Certification of Completion
.01 Upon application by the Contractor and when the Contract Administrator has verified that the
Contract hasieached Completion, the Contract Administrator shall issue a Completion Certificate.
.02 The Contract Administrator shall set out in the Completion Certificate the date on which the Work
was completed and, within 7 Days of signing the said certificate, the Contract Administrator shall
provide a copy 10 the Contractor.
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 shall
also issue the Completion Payment Certificate and the Completion Statutory Holdback Release
Payment Certificate or where appropriate, a combined payment certificate.
.02 The Con1pIetion Payment Certificate shall show,
a) measurement and value of Work at Completion;
b) the amount of the further statulory 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 10 above; and
c) the amount due the Contractor.
.03 The Completion Statutory Holdback Release Payment Certificate shall be a payment certificate
releasing 10 the Contractor the further statutory holdback. Payment of such statutOry holdback shall
be due 46 Days after the date of Completion of the Work as established by the Completion
Certificate but subject 10 the provisions of the ConstlllCfion Lien Act and the submission by the
Contractor of the following documents:
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a) a release by the Contractor in a form satisfactory to the Contract Administrator releasing the
Owner from all further claims relating to the Contract, qualified by stated exceptions where
appropriate;
b) a statutory declaration in a form satisfactory to the Contract Administrator that all liabilities
incurred by the Contractor and the Contractor's Subcontractors in carrying out the Contract have
been discharged, qualified by stated exceptions where appropriate; and
c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board.
GC 8.02.03.08
Interest
.01 Interest due the Contractor is based on simple interest and is calculated using the applicable Rate of
Interest
GC 8.02.03.09
Interest for Late Payment
.01 Provided the Contractor has complied with the requirements of the Contract, including all
documentation requirements, when payment by the Owner to the Contractor for Work performed, or
for release of statutory holdback, is delayed by the Owner, then the Contractor shall be entiDed to
receive interest on the outstanding payment at the Rate of Interest, if payment is not received on the
dates set out below:
a) Progress Payment Certificates: 30 Days after the Cut-Off Date;
b) Certificate of Subcontract Completion: 30 Days after the date certified as the date on which the
subcontract was completed;
c) Subcontract Statutory Holdback Release Payment Certificate: 76 Days after the date on which
the subcontract was CClmpleted;
d) Substantial Performance Payment Certificate: 30 Days after the date of issuance of the
certificate;
e) Substantial Performance Statutory Holdback Release Payment Certificate: 76 Days after
publication of the Payment Certificate of Substantial Performance;
f) Completion Payment Certificate: 30 Days after the date certified as the date on which the
Contract reached Completion; and
g) Completion Statutory Holdback Release Payment Certificate: 76 Days after the date certified as
the date that the Work was completed.
.02 If the Contractor has not complied with the requirements of the Contract, including all documentation
requirements, prior to expiration of the time periods described in paragraph GC 8.02.03.09.01,
interest shall only begin to accrue when the Contractor has completed those requirements.
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GC 8.02.03.10
Interest for Negotiations and Claims
.01 Except as hereinafter provided, where a notice of negotiation, notice of intent to claim and the
subsequent claims are submitted in accordance with the time limits or procedure or both described
by subsection GC 3.13, Claims, Negotiations, Mediation, the Owner shall pay the Contractor the
Rate of Interest on the amount of the negotiated price for that part of the Work or on the amount of
the setUed claim. Such interest shall not commence until 30 Days after the satisfactory completion
of that part of the Work.
.02 Where the Contractor does not attempt to resolve the negotiation or the claim in an expeditious
manner, interest shall be negotiable.
.03 Where the Contractor faits to give notice of a claim within the time limit prescribed by subsection
GC 3.13, Claims, Negotiations, Mediation, interest shall not be paid.
.04 Where a Contractor fails to comply with the 30 Day time limit and the procedures prescribed in
paragraph GC 3.13.03.03 for submission of claims, interest shall not be paid for the delay period.
GC 8.02.03.11
Owner's Set-Off
.01 Pursuant to Section 12 of the Construction 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,
including the cost to remedy deficiencies, the reduction in value of substandard portions of the Work,
claims for damages by third parties that have not been determined in writing by the Contractor's
insurer, undetermined claims by the Owner under paragraph GC 8.01.02.01 a), any assessment due
the Workplace Safety and Insurance Board, and any monies to be paid to the workers in accordance
with clause GC 8.02.06, Payment of Workers.
.02 Under these circumstances the Owner will give the .Contractor appropriate notice of such action.
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
GC 8.02.04.01
Payment on a Time and Material Basis
Definitions
.01 For the purpose of clause GC 8.02.04 the following definitions apply:
Cost of Labour means the amount of wages, salary, travel, travel time, food, lodging, or similar items
and Payroll Burden paid or incurred direcUy by the Contractor to or in respect of labour and supervision
actively and necessarily engaged on the Work based on the recorded time and hourly rates of pay for
such labour and supervision but shall not include any payment or costs incurred for general supervision,
administration, and management time spent on the entire Work or any wages, salary, or Payroll Burden
for which the Contractor is compensated by any payment made by the Owner for Equipment.
Cost of Material means the cost of Material purchased or supplied from stock and valued at current
market prices for the purpose of carrying out Extra Work by the Contractor or by others, when such
arrangements have been made by the Contractor for completing the Work, as shown by itemized
invoices.
Operated Rented Equipment means Rented Equipment for which an operator is provided by the
supplier of the equipment and for which the rent or lease includes the cost of the operator.
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Payroll Burden means the payments in respect of workplace insurance, vacation pay, employment
insurance, public liability and property damage insurance, sickness and accident insurance, pension fund,
and such other welfare and benefit payments forming part of the Contracto~s normal labour costs.
Rented Equipment means equipment that is rented or leased for the special purpose of Work on a Time
and Material Basis from a person, firm, or corporation that is not an associate of the lessee as the word
"associate" is defined by the Securities Act, R.S.O. 1990, c.S.5, as amended, and is approved by the
Contract Administrator.
Road Work means the preparation, construction, finishing, and construction maintenance of roads,
streets, Highways, and parking lots and includes all work incidentals thereto other than work on
structures.
Sewer and Watermain Work means the preparation, construction, finishing, and construction
maintenance of sewer systems and watermain systems, and includes all work incidental thereto other
than work on structures.
Standby TIme means any period of time that is not considered Working Time and which together with the
Working Time does not exceed 10 hours in anyone Working Day and during which time a unit of
equipment cannot practically be used on other work but must remain on the site in order to continue with
its assigned task and during which time the unit is in fully operable condition.
Structure Work means the construction, reconstruction, repair, alteration, remodelling, renovation, or
demolition of any bridge, building, tunnel, or retaining wall and includes the preparation for and the laying
of the foundation of any bridge, building, tunnel, or retaining wall and the installation of equipment and
appurtenances incidental thereto.
The 127 Rate means the rate for a un~ of Equipment as listed in OPSS 127, Schedule of Rental Rates
for Construction Equipment, Including Model and Specification Reference, that is current at the time the
work is carried out or for Equipment that is not so listed, the rate that has been calculated by the Owner,
using the same principles as used in determining The 127 Rates.
Work on a Time and Material Basis means Changes in the Work, Extra Work, and Additional Work
approved by the Contract Administrator for payment on a Time and Material basis. The Work on a Time
and Material Basis shall be subject to all the terms, conditions, Standard Specifications and provisions of
the Contract.
Working TIme means each period of time during which a unit of Equipment is actively and of necessity
engaged on a specific operation and the first 2 hours of each immediately following period during which
the un~ is not so engaged but during which the operation is otherwise proceeding and during which time
the unit cannot practically be transferred to other work but must remain on the site in order to continue
with its assigned tasks and during which lime 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 Contract~s representative or the
Contract Administrator reporting the labour and Equipment employed and the Material used on each
Time and Material project, should be reconciled and signed each Day by both the Contractor's
representative and the Contract Administrator. If it is not possible to reconcile the Daily Work
Records, then the Contractor shall submit the un-reconciled Daily Work Records with its claim,
whereby the resolution of the dispute about the Daily Work Records shall not be resolved until there
is a resolution of the claim.
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GC 8.02.04.03
Payment for Work
.01 Payment as herein provided shall be full compensation for all labour, Equipment, and Material to do
the Work on a Time and Material Basis except where there is agreement to the contrary prior to the
commencement of the Work on a Time and Material Basis. The payment adjustments on a Time
and Material basis shall apply to each individual Change Order authorized by the Contract
Administrator.
GC 8.02.04.04
Payment for Labour
.01 The Owner shall pay the Contractor for labour employed on each Time and Material project at 135%
of the Cost of Labour up to $3,000, then at 120% of any portion of the Cost of labour in excess of
$3,000.
.02 The Owner shall make payment in respect of Payroll Burden for Work on a Time and Material Basis
at the Contractor's actual cost of Payroll Burden.
.03 At the Owner's discretion, an audit may be conducted in which case the actual Payroll Burden so
determined shall be applied to all Time and Material work on the Contract.
GC 8.02.04.05
Payment for MlIterial
.01 The Owner shall pay the Contractor for Material used on each Time and Material project at 120% of
the Cost of the Material up to $3,000, then at 115% of any portion of the Cost of Material in excess
of $3,000.
GC 8.02.04.06
GC 8.02.04.06.01
Payment for Equipment
Working Time
.01 The Owner shall pay the Contractor for the Working Time of all Equipment, other than Rented
Equipment and Operated Rented Equipment, used on the Work on a Time and Material basis at The
127 Rates with a cost adjustment as follows:
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 shall pay the Contractor for the Working Time of Rented Equipment used on the Work on
a Time and Material Basis at 110% of the invoice price approved by the Contract Administrator up to
a maximum of 110% of The 127 Rate. This constraint shall be waived when the Contract
Administrator approves the invoice price prior to the use of the Rented Equipment.
.03 The Owner shall pay the Contractor for the Working Time of Operated Rented Equipment used on
the Work on a Time and Material Basis at 110% of the Operated Rented Equipment invoice price
approved by the Contract Administrator prior to the use of the Equipment on the Work on a Time and
Material Basis.
GC 8.02.04.06.02
Standby Time
.01 The Owner shall pay the Contractor for Standby Time of Equipment at 35% of The 127 Rate or 35%
of the invoice price whichever is appropriate. The Owner shall pay reasonable costs for Rented
Equipment where this is necessarily retained in the Working Area for extended periods agreed to by
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the Contract Administrator. This shall include Rented Equipment intended for use on other work, but
has been idled due to the circumstances giving rise to the Work on a Time and Material Basis.
.02 In addition. the Owner shall include the Cost of Labour of operators or associated labourers who
cannot be otherwise employed during the standby period or during the period of idleness caused by
the circumstances giving rise to the Work on a Time and Material Basis.
.03 The Contract Administrator may require Rented Equipment idled by the circumstances giving rise to
the Work on Time' and Material Basis to be returned to the lessor until the work requiring the
equipment can be resumed. The Owner shall pay such costs as a resull from such return.
.04 When Equipment is transported, solely for the purpose of the Work on a Time and Material Basis, to
or from the Working Area on a Time and Material basis, payment shall be made by the Owner only
in respect of the transporting units. When Equipment is moved under its own power it shall be
deemed to be working. The method of moving Equipment and the rates shall be subject to the
approval of the Contract Administrator.
GC 8.02.04.07
Payment for Hand Tools
.01 Notwithstanding any other provision of this Section, no payment shall be made to the Contractor for
or in respect of Hand Tools- or equipment that are tools of the trade.
GC 8.02.04.08
Payment for Work By Subcontractors
.01 Where the Contractor arranges for Work on a Time and Material Basis, or a part of it. to be
performed by Subcontractors on a Time and Material basis and has received approval prior to the
commencement of such work, in accordance with the requirements of subsection GC 3.09,
Subcontracting by the Contractor, the Owner shall pay the cost of Work on a Time and Material
Basis by the Subcontractor calculated as if the Contractor had done the Work on a Time and
Material Basis, plus a markup calculated on the following basis:
a) 20% of the first $3,000; plus
b) 15% of the amounlfrom $3,000 to $10,000; plus
c) 5% of the amount in excess of $10,000.
.02 No further markup shall be applied regardless of the extent to which the work is assigned or sublet to
others. If work is assigned or sublet to an associate, as defined by the Securities Act, no markup
whatsoever shall be applied.
GC 8.02.04.09
Submission of Invoices
.01 At the start of the Work on a Time and Material Basis, the Contractor shall provide the applicable
labour and Equipment rates not already submitted to the Contract Administrator during the course of
such work.
.02 Separate summaries shall be completed by the Contractor according to the standard form "Summary
for Payment of Accounts on a Time and Material Basis." Each summary shall include the Change
Directive or Change Order number and covering dales of the work and shall itemize separately the
labour, Materials, and Equipment Invoices for Materials, Rented Equipment, and other charges
incurred by the Contractor on the Work on a Time and Material Basis shall be included with each
summary.
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.03 Each month the Contract Administrator shall include with the monthly progress payment certificate,
the costs of the Work on a Time and Material Basis incurred during the preceding month all in
accordance with the contract administrative procedures and the Contractor's invoice of the Work on
a Time and Material Basis.
.04 The final .Summary for Payment of Accounts on a Time and Material Basis. shall be submitted by
the Contractor within 60 Days after the completion of the Work on a Time and Material Basis.
GC 8.02.04.10
Payment Other Than on a Time and Material Basis
.01 Clause GC 8.02.04 does not preclude the option of the Contract Administrator and the Contractor
negotiating a Lump Sum Item or unit price payment for Change in the Work, Extra Work, and
Additional Work.
GC 8.02.04.11
Payment Inclusions
.01 Except where there is agreement in writing to the contrary, the compensation, as herein provided,
shall be accepted by the Contractor as compensation in full for profit and all costs and expenses
arising out of the work, including all cost of general supervision, administration, and management
time spent on the work, and no other payment or allowance shall be made in respect of such work.
GC 8.02.05
Final Acceptance Certificate
.01 After the acceptance of the Work, the Contract Administrator shall issue the Rnal Acceptance
Certificate, or, where applicable, after the Warranty Period has expired. The Final Acceptance
Certificate shall not be issued until all known deficiencies have been adjusted or corrected, as the
case may be, and the Contractor has discharged all obligations under the Contract.
GC 8.02.06
Payment of Workers
.01 The Contractor shall, in addition to any fringe benefits, pay the workers employed on the Work in
accordance with the labour conditions set out in tha Contract and at intervals of not less than twice a
month.
.02 The Contractor shall require each Subcontractor doing any part of the Work to pay the workers
employed by the Subcontractor on the Work in accordance with paragraph GC 8.02.06.01.
.03 Where any person employed by the Contractor or any Subcontractor or other person on the Work is
paid less than the amount required to be paid under the Contract, the Owner may set off monies in
accordance with clause GC 8.02.03.11, Owner's Set-Off.
GC 8.02.07
Records
.01 The Contractor shall maintain and keep accurate Records relating to the Work, Changes in the
Work, Extra Work, and claims arising therefrom. Such Records shall be of sufficient detail to support
the total cost of the Work, Changes in the Work, and Extra Work. The Contractor shall preserve all
such original Records until 12 months after the Rnal Acceptance Certificate is issued or until all
claims have been settled, whichever is longer. The Contractor shall require that Subcontractors
employed by the Contractor preserve all original Records pertaining to the Work, Changes in the
Work, Extra Work, and claims arising therefrom for a similar period of time.
.02 The Owner may inspect and audit the Contractor's Records relating to the Work, Extra Work, and
Changes in the Work at any time during the period of the Contract. The Contractor shall supply
certified copies of any part of its Records required, whenever requested by the Owner.
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GC 8.02.08
Taxes
.01 Where a change in Canadian Federal or Provincial taxes occurs after the date of tender closing for
this Contract, and this change could not have been anticipated at the time of bidding, the Owner
shall increase or decrease Contract payments to account for the exact amount of tax change
involved.
.02 Claims for compensation for additional tax cost shall be submitted by the Contractor to the Contract
Administrator on forms provided by the Contract Administrator to the Contractor. Such claims for
additional tax costs shall be submitted not 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 fonns provided by the Contract
Administrator, a statement of such benefits. This statement shall be submitted not later than 30
Days after Final Acceptance.
.04 Changes in Canadian Federal or Provincial taxes that impact upon commodities, which when left in
place fonn part of the finished Work, or the provision of services, where such services form part of
the Work and where the manufacture or supply of such commodities or the provision of such
services is carried out by the Contractor or a Subcontractor, are subject to a claim or benefit as
detailed above. Services in the latter context means the supply and operation of equipment, the
provision of labour, and the supply of commodities that do not form part of the Work.
GC 8.02.09
liquidated Damages
.01 When liquidated damages are specified in the Contract and the Contractor fails to complete the
Work in accordance with the Contract, the Contractor shall pay such amounts as are specified in the
Contract Documents.
Page 56
Rev. Date: 1112006 OPSS.MUN/100