HomeMy WebLinkAbout2005-120
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 2005- 120
Being a By-law to authorize a contract between the
Corporation of the Municipality of Clarington and Ron
Robinson Limited, Bowmanville. Ontario, to enter into
agreement for the Scugog Street Reconstruction,
Bowmanville.
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, Ron Robinson Limited, Bowmanville, Ontario, and said
Corporation; and
2. THAT the contract attached hereto as Schedule "A" form part of this By-law.
27 June
By-law read a first and second time this day of , 2005.
27 June
By-law read a third time and finally passed this day of , 2005.
~----
/....., ~ --::..-----
- -
,-.
-'.:\~~~ ."
unicipal Clerk
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CORPORATION OF
THE MUNICIPALITY OF CLARINGTON
SCUGOG STREET RECONSTRUCTION,
BOWMANVILLE
CONTRACT NO. CL200S-12
APRIL 2005
~~
architects
planners
TSH No. 12-29427
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AGREEMENT
THIS AGREEMENT made in quadruplicate
BETWEEN: RON ROBINSON LIMITED
of the Regional Municipality of Durham and Province of Ontario
hereinafter called the "Contractor"
THE PARTY OF THE FIRST PART
- and-
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
hereinafter called the "Pnrchaser"
THE PARTY OF THE SECOND PART
WITNESSETH, that the party of the first part, for and in consideration of the payment or
payments specified in the tender for this work hereby agrees to furnish all necessary machinery, tools,
equipment, supplies, labour, and other means of construction and, to the satisfaction of the Engineer, to do all
the work as described hereafter, furnish all the materials except as herein otherwise specified, and to complete
such works in strict accordance with the plans, specifications and tender therefore, all of which are to be read
herewith and form part of this present agreement as fully and completely to all intents and purposes as though
all the stipulations thereof have been embodied herein.
Page 1 of 3
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DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS
Scugog Street Reconstruction, Bowmanville, Contract No. CL2005-12.
ADDENDUM NO.1 dated May 4, 2005
ADDENDUM NO.2 dated May 9, 2005
A. TENDER FORM: General
Itemized Bid
Agreement to Bond
Schedule of Tender Data
B. STANDARD TERMS AND CONDITIONS
C. INSTRUCTIONS TO TENDERERS
D. SPECIAL PROVISIONS - GENERAL
E. SPECIAL PROVISIONS - TENDER ITEMS
F. STANDARDS
G. PLANS: Drawings No. GIOI, G102, P201, P202, X201, X202, ALN-l, C-lR to C-5R, C-I to C-6,
XS-l to XS-4, Ll and 1.2.
H STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition of the following Ontario Provincial Standard Specifications and Region of Durham Standard
Specifications revised March 2004.
OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 353 Seot. 1996 510 Aoril 2003
128 Current 405 Feb. 1990 511 Nov. 2001
201 Nov. 2003 407 Nov. 2001 570 Aug. 1990
206 Nov. 2000 408 Nov. 2001 571 Nov. 2001
310 Nov. 2002 410 April 1999 572 Nov. 2003
314 Dec. 1993 501 Feb. 1996 577 Feb. 1996
351 Sept. 1996 506 Nov. 2001
I. GEOTECHNICAL INVESTIGATION (Borehole Logs)
J. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
All Plans and Documents referred to in the Specifications.
The Contractor further agrees that he will deliver the whole of the works completed in
accordance with this agreement on or before the expiration of...2!!- working days from the date of
commencement.
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"" ,0<1" by '" ;~""1dOBINSON LIMITED
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) -.JJ,\/c::. IS 0<-00$
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in the presence of
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Date
SIGNED and sealed by the Purchaser THE CORPORATION OF THE MUNICIPALITY OF
CLAR N
in the presence of
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) Date
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Date
P/29427ISp<<slAGR.doc
Page 3 of 3
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CONTRACT NO. CL2005-12
MUNICIPALITY OF CLARlNGTON
SCUGOG STREET RECONSTRUCTION, BOWMANVILLE
ADDENDUM NO.2
Contractors are hereby advised of the following modifications to Contract No. CL2005-12
1. ITEMIZED BID
Part 'c' - Watermain and Appurtenances
i) Modify Descriotion:
Item 3.01.32, delete the following:
"Field Closure at Sta. 1+624.482, Scugog Street at Existing 300 mm Watermain Tee"
Replace with:
"Field Closure on Mill Lane - The Intersection of Scugog Street and North Mill Lane, at Existing
150 mm Watermain"
ii) Modify Ouantitv:
Part 'A' - Roadworks and Storm Sewer
Item No. 21 - Delete 880 and replace with 700
Part 'C' - Watermain and Appurtenances
Item No. 3.01.02 -Delete 26 and replace with 63
Item No. 3.0l.04-Delete 431 and replace with 300
Ail 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 506
May 9, 2005
P\29427'Specs\ADD2.doc
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CONTRACT NO. CL2005-12
MUNICIPALITY OF CLARINGTON
SCUGOG STREET RECONSTRUCTION, BOWMANVILLE
ADDENDUM NO.1
Contractors are hereby advised of the following modification to Contract No. CL2005-12
1. INSTRUCTIONS TO TENDERERS
Page I
General
Tenders will be received until "2:00:00 P.M.. LOCAL TIME. WEDNESDAY. MAY 11. 2005"
2. GEOTECHNICAL INVESTIGATION
Attachment (letter dated May 3, 2005 and Borehole Logs 6, 8, 9 and 10) to be added.
3. STANDARD DRAWINGS
Drawing No. STAGING -I, STAGING DETAILS
Replace summary block entitled STAGE 2 - CONSTRUCTION with the following:
Close Scugog Street to through traffic beyond north limits of Stage 1 after July 4, 2005.
Complete concrete curb all types and place asphalt on Scugog Street from Middle Road to the
north intersection of Mill Lane and Scugog Street and entrance to St. Stephen's Secondary
School immediately after completion of Stage 1 works.
Complete road works behind underground works to 75 mm of Granular 'A' as underground
works progress.
Maintain existing road at the north limits of the project to ensure traffic is maintained to
Durham Christian Secondary School.
All tenders must be submitted on the basis of this modification.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH
Engineers Architects Planners
513 Division Street
Cobourg, Ontario K9A 5G6
May 4, 2005
P\29427\Specs\ADD1.doc
Attachment: Letter dated May 3, 2005 and Borehole Logs 6, 8, 9 and 10
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05/03/2005 10:06 4162925375
VAl;O)DASS
PAGE 02
w
v. A. WOOD ASSOCIATES LIMITED
CONSUl.TING GEOTECtiNICAl. ENGINEERS
10110 TAPSOOTT ROllO. UNT 24. ~H. ONTARIO MiX IE?
'TaEPHOHE:l41'l-- . FAX No: (416) 292-6376
May 3. 2005
FAX: 1-905-372-3621
Ref No. 4643M-5-3
Totten Sims Huhicki Associates
513 DlvlsionSI. P.O. Box 910
Cobourg, Ontario
K9A 4W4
Attn: 7Toy MacArthur
Re: proposH R<<onstruCtioll
Sellgor Street
Cfarlntdtm. Otdllrio
Dear Sir:
Attcu;hed are the logs oflhefow Boreholes which were ~nded as rtlluested. The logs show that
the dense to very dense silty clay till ~nd$ to at least 6.5 metres below grade in Boreholes 6. -8 and
J O. and at least 8 metres beluw ~ in Borehole 9. 'I'M ]Jft1/f4flent groundwater table wasfound
10 be between 1.5 and more than 8 metres below grade.
The findings shuw no significant change in the site ~logicaI ~ons and, therefore, the
recommendations in our geotechnical report at'e stIll valid
Should you have any questions or concerns regat'ding this letter, please do not hesitate to contact lhis
office.
Yours very truly.
V..4. WOOD ASSOCIATES UMlTED
/Ih4I--
,
~ne Quiambao
Encl: Borehole Logs (4 pages)
((I~
_'lEClI'I'a:VA _\llI&I'HIlNO.---..... ~ Ill!!" _ (1111_101
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05/03/2005 10:06
4162925375
VAWOODASS
PAGE 03
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05/03/2005 10:06
4162925375
VAvroDASS
PAGE 04
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PROJECT:
AUTHORITY:
CONTRACT ADMINISTRATOR:
TENDERER:
TENDERS RECEIVED BY:
PI29421ISpecsl20801- TF -SignDocs.doc
TENDER FOR CONTRACT NO. CL2005-12
SCUGOG STREET RECONSTRUCTION, BOWMANVILLE
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
TOTTEN SIMS HUBICKI ASSOCIATES
ENGINEERS, ARCHITECTS and PLANNERS
513 DIVISION STREET
COBOURG, ONTARIO. K9A 5G6
Telephone: 905-372-2121 Fax: 905-372-3621
Ron Robinson Limited
Name
3075 MaDle!!Iove Road
Bowmanville. Ontario LIC 3K4
Address (include Postal Code)
Tel: 905-697-0400 Fax: 905-697-0581
Telephone and Fax Numbers
Ronald D. Robinson
Name of Person Signing
Vice President
Position of Person Signing
Ms. Patti Barrie, Clerk
Corporation of the Municipality of Clarington
40 Temperance Street
Bowmanville, Ontario
Ll C 3A6
Page I of 14 pages
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TENDER CONTRACT NO. CL2005-12
To: The Mayor and Members of Council
Corporation of the Municipality of Clarington
Re: Contract No. CL2005-12
Scugog Street Reconstruction, Bowmanville
Dear Sir or Madam:
The Contractor has carefully examined the Plans, Provisions, Specifications and Conditions described herein as
part of the work to be done under this Contract. The Contractor understands and accepts the said Plans,
Provisions, Specifications and Conditions, and, for the prices set forth in this Tender, hereby offers to furnish all
machinery, tools, apparatus and other means of construction, furnish all materials, except as otherwise specified
in the Contract, and to complete the work in strict accordance with the said Plans, Provisions, Specifications and
Conditions.
The Contractor understands and accepts that the quantities shown are approximate only, and are subject to
increase, decrease, or deletion entirely iffound not to be required.
Attached to this tender is a bid deposit in the amount specified in Clause 3 of the Instructions to Tenderers, made
payable to the Authority. This cheque or bid bond shall constitute a deposit which shall be forfeited to the
Authority if the successful Contractor fails to file with the Authority a 100% Performance Bond, and a 100%
Labour and Material Payment Bond, satisfactory to the Authority within ten (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 14 pages
I
ITEMIZED BID CONTRACT NO. CL2005-12
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-12 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
RMDSS RelZional Municipality of Durham Standard Specifications
I
I PART 'A': ROADWORKS AND STORM SEWERS
I 201 Clearing and Grubbing LS 6,345.00 6,345.00
I SP
2 201 Earth Excavation (Grading) m3 10,425 9.60 100,080.00
SP (P)
I 3 310 a) Hot Mix H.L.-3 (Entrances) t 130 78.75 10,237.50
SP
I 4 310 Hot Mix H.L.-8 (Including t 1,700 50.93 86,581.00
SP Entrance at Schools)
I 5 310 Asphalt Gutter m 85 12.60 1,071.00
SP
6 353 Granular' A' or Crushed Stone for m2 120 11.87 1,424.40
I SP Entrances
7 314 Granular' A ' t 4,000 19.93 79,720.
I SP
8 314 Granular 'B', Type I t 10,500 13.31 139,755.00
SP
I 9 351 Concrete in Sidewalk m2 325 45.35 14,738.75
SP
I 10 353 Concrete Curb for Entrances m 55 64.71 3,559.05
SP
11 353 Concrete Curb and Gutter (All m 883 42.15 37,218.45
I SP Types)
12 353 Concrete Curb and Gutter (First m 687 30.65 21,056.55
I SP Stage)
13 405 100 mm Dia. Perforated m 1,570 9. 15,072.00
SP Corrugated Pipe Subdrain with
I Geotextile
14 410 250 mm Dia. PVC SDR 35 Storm m 120 154.20 18,504.00
I SP Sewer Leads, Incl. Excavation,
Embedment and Native Backfill
15 410 300 mm Dia. CP Storm Sewer m 20 165. 3,312.00
I SP Class 65-0, Incl. Excavation, Class
'B' Bedding and Native Backfill
I Page 3 of 14 pages
I
ITEMIZED BID CONTRACT NO. CL2005-12
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-12 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
RMDSS Re~ional Municipality of Durham Standard Specifications
I
16 410 525 mm Dia. CP Storm Sewer m 13 198.01 2,574.13
I SP Class 65-0, Inc!. Excavation, Class
, B' Bedding and Native Backfill
I 17 410 600 mm Dia. CP Storm Sewer m 41 223.49 9,163.09
SP Class 65-0, lnc!. Excavation, Class
'B' Bedding and Native Backfill
I 18 410 975 mm Oia. CP Storm Sewer m 337 413.54 139,362.98
SP Class 100-D, lnc!. Excavation,
I Class 'B' Bedding and Native
Backfill
19 410 1050 mm Dia. CP Storm Sewer m 142 464.43 65,949.06
I SP Class 65-0, lnc!. Excavation, Class
'B' Bedding and Native Backfill
I 20 410 1200 mm Dia. CP Storm Sewer m 318 563.65 179,240.70
SP Class 65-0, Inc!. Excavation, Class
'B' Bedding and Native Backfill
I 21 410 ISO mm Oia. Storm Sewer m 700 136.67 95,669.00
SP Connections, PVC SOR 28, Inc!.
Excavation, Embedment and Native
I Backfill
22 407 600 mm x 600 mm Precast ea 25 1,542.00 38,550.00
I SP Catchbasin (C-I04)
23 407 600 mm x 600 mm Twin Inlet ea. 1 2,364.00 2,364.00
SP Catchbasin (C-105)
I 24 407 1200 mm Oia. Precast Maintenance ea 2 3,593.13 7,186.26
SP Hole (C-101)
I 25 407 1800 mm Dia. Precast Maintenance ea 7 8,195.25 57,366.75
SP Hole (C-I02)
I 26 407 a) 2400 mm Dia. Precast ea 6 12,175.36 73,052.16
SP Maintenance Hole (C-102)
27 407, 510 Break into Existing Maintenance LS 2,760.00 2,760.00
I SP Hole No.9 and Rebench
28 501 Water for Compaction and Oust m3 900 9.60 8,640.00
I Suppression
29 506 Calcium Chloride Flake kg 6,500 0.96 6,240.00
I Page 4 of 14 pages
I
ITEMIZED BID CONTRACT NO. CL2005-12
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-12 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
RMDSS Re~ional Municipalitv of Durham Standard Specifications
I
30 SP Asphalt Sawcutting m 80 3.15 252.00
I
31 510 Sidewalk Removal (S1. Stephens m2 6 24.00 144.00
I SP Secondary School)
32 510 Curb Removal (S1. Stephens m 8 24.00 192.00
SP Secondary School)
I 33 510 Removal of Culverts and Sewers m 180 24.00 4,320.00
SP
I 34 510 Removal of Concrete Base m2 3,950 4.80 18,960.00
SP
35 510 Removal of Catchbasins ea 1 240.00 240.00
I SP
36 570,571 Topsoil (Imported) and Sod m2 4,900 4.88 23,912.00
I SP (Nursery, Unstaked)
37 570,572 Topsoil (Imported) and Seed m2 1,800 2.42 4,356.00
I SP
38 RMDSS Adjust Valve Boxes ea I 72.00 72.00
I 39 511 Provisional Item m2 500 2.40 1,200.00
SP Geotextile
40 SP Provisional Item m3 40 45.60 1,824.00
I HL-8 Blend Clear Stone Bedding
with Geotextile
I 41 577 Provisional Item m 80 9.60 768.00
SP Silt Fence
42 SP Miscellaneous Works LS 1.20 1.20
I 43 552 Street Termination LS 1,155.00 1,155.00
I SP
44 570 Supply and Installation of Plant
SP Material
I a) Acer freernanii (Autumn Blaze ea 5 435.75 2,178.75
Maple), 60 mm W.B.
I b) Amelachier canadensis ea 22 435.75 9,586.50
'Ballerina' (Serviceberry Stnd.), 50
mmB.B.
I Page 5 of 14 pages
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ITEMIZED BID
CONTRACT NO. CL2oo5-12
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-12 for the following unit prices.
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
RMDSS Re~donal Municipality of Durham Standard Specifications
c) Corylus columa (Turkish ea 9 325.50 2,929.50
Hazel), 50 mm B.B.
d) Crataegus crus galli 'lnermis' ea 6 336.00 2,016.00
(Thornless Cockspur Hawthorn), 50
mm B.B.
e) Quercus macrocarpa (Bur Oak), ea 3 441.00 1,323.00
6OmmW.B.
t) Quercus rubra (Red Oak), 60 ea 6 441.00 2,646.
mm W.B.
g) Syringa reticulata 'Ivory Silk' ea 15 372.75 5,591.25
(Ivory Silk Tree Lilac), 50 mm
B.B.
h) Viburnum lentago (Nannyberry . ea 22 325.50 7,161.
Stnd.), 50 mm B.B.
45 SP Miscellaneous Landscaping LS 4,000.00
Total Part A (Carried to Summary) 1,321,621.03
PART '8': SANITARY SEWER AND APPURTENANCES
2.01 RMDSS Pipe (Not Including Restoration)
SP
2.01.02 200 mm Dia. (3.1 m to 4.5 m
depth)
2.01.02A Manhole No. 206A - PLUG m 10 228.48 2,284.80
2.01.02B Manhole No. 208A - PLUG m 20 228.48 4,569.60
2.01.03 200 mm Dia. (4.6 m to 5.5 m
depth)
2.01.03A Manhole No. 20lA - Manhole No. m 22.5 240.48 5,410.80
204A (Mill)
2.01.09 250 rom Dia. (5.6 m to 7.0 m
depth)
2.01.09A Manhole No. 210A - Manhole No. m 30.4 264.29 8,034.42
211A
Page 6 of 14 pages
I
ITEMIZED BID CONTRACT NO. CL2005-I2
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-12 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
RMDSS Re.eional Municipality of Durham Standard Specifications
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I 2.01.09B Manhole No. 211A - Manhole No. m 24.8 264.29 6,554.39
212A
2.01.09C Manhole No. 212A - Manhole No. m 43 264.29 11 ,364.47
I 213A
2.01.17 375 mm Dia. (3.1 m to 4.5 m
I depth)
2.01.17A Manhole No. 205A - Manhole No. m 61.7 261.40 16,128.38
206A
I 2.01.17B Manhole No. 206A - Station m 29 262.60 7,615.40
1 +498
2.01.17C Station 1 + 552. 7 - Manhole No. m 18 262.60 4,726.80
I 208A
2.01.170 Manhole No. 200A - Plug m 50.5 261. 40 13,200.70
I 2.01.18 375 mm Dia. (4.6 m to 5.5 m
depth)
I 2.01.18A Manhole No. 200A - Manhole No. m 27 274.60 7,414.20
201A
I 2.01.18B Manhole No. 201A - Manhole No. m 39 274.60 10,709.40
20ZA
2.01.18C Manhole No. 20ZA - Manhole No. m 104 272.20 28,308.80
I 203A
2.01.180 Manhole No. 203A - Manhole No. m 90 272.20 24,498.00
I 204A (Scugog)
2.01.18E Manhole No. 204A (Scugog) - m 82 272.20 22,320.40
Manhole No. 205A
I 2.01.18F Station 1 +498 - Station 1 + 525 m 27 274.60 7,414.20
I 2.01.18G Station 1 + 552. 7 - Station 1 + 580 m 27.3 274.60 7,496.58
2.01.18H Manhole No. 210A - Manhole No. m 38 274.60 10,434.80
I 11-11
2.01.19 375 mm Dia. (5.6 m to 7.0 m
I depth)
2.01.19A Station 1 +525 - Manhole No. m 10 284.20 2,842.00
207A
I Page 7 of 14 pages
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ITEMIZED BID
CONTRACT NO. CL2005-12
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-12 for the following unit prices.
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
RMDSS Re~ional Municipalitv of Durham Standard Specifications
2.04. !OF Maintenance Hole No. 208A (Drop
Structure)
2.04. lOG Maintenance Hole No. 209A
2.04.IOH Maintenance Hole No. 210A (Drop
Structure)
2.04.1OI Maintenance Hole No. 211A
2.04.10J Maintenance Hole No. 212A
2.04.10K Maintenance Hole No. 213A
2.04.10L Maintenance Hole No. 11-11
2.40 RMDSS Miscellaneous Items
SP
2.40.02
Excavate for Utility Verification
LS 6,822.06 6,822.06
LS 5,417.15 5,417.15
LS 7,206.35 7,206.35
LS 5,498.09 5,498.09
LS 5,580.47 5,580.47
LS 5,661.41 5,661.41
LS 5,171.44 5,171.44
ea
1
420.00
420.00
Total Part B (carried to Summary)
RMDSS Pipe (Not Including Restoration)
SP
150 mm PVC m 63 185.05 11,658.15
300 mm PVC m 300 212.50 63,750.
Field Closure at Sta. 1 + 103.343, LS 960.00 %0.
Scugog Street at Existing 150 mm
Watermain
Field Closure at Sta. 1 +372.728, LS 1,080. 1,080.00
Scugog Street at Existing 300 mm
Watermain
Field Closure on Mill Lane - LS 960. %0.
Intersection of Scugog Street and
North Mill Lane, at Existing
150 mm Watermain
Page 9 of 14 pages
PART 'C': WATERMAIN AND APPURTENANCES
3.01
3.01.02
3.01.04
3.01.30
3.01.31
3.01.32
462,255.14
I
ITEMIZED BID CONTRACT NO. CL2005-I2
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-12 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
RMDSS Re~ional Municipality of Durham Standard Specifications
I
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3.02.04 Remove Existing Valve Box ea I 96.00
I 3.02.06 Concrete Plug in Abandoned Pipe ea 4 132.00
I 3.02.14 Stone for Extra Depth Bedding (HL m3 40 48.00
8 Blend Clear Crushed Stone with
Geotextile)
I 3.03 RMDSS Valves
SP
I 3.03.02 150 mm Gate Valve and Box as per ea 1 703.20 703.20
S-408
I 3.03.04 300 mm Gate Valve and Box as per ea 2 1,610.40 3,220.80
S-408
3.04 RMDSS Hydrants
I SP
3.04.01 New Hydrant with Storz Pumper ea 3 3,254.40 9,763.20
I Nozzle as per S-409
3.04.03 Temporary Flushing Hydrant ea 2 540.00 1,080.
I 3.04.05 Remove Existing Hydrant Complete ea 1 360.00 360.00
with Concrete Plugs
I 3.05 RMDSS Services (Not Including
SP Restoration)
3.05.01 19 mm Main Stop ea 41 263.88 10,819.08
I 3.05.02 25 mm Main Stop ea 7 279.58 1,957.06
I 3.05.06 19 mm Curb Stop and Box ea 41 173.71 7,122.11
3.05.07 25 mm Curb Stop and Box ea 7 207.72 1,454.04
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3.05.11 19 mm Dia. Copper Pipe m 531 21,664.80
I 3.05.12 25 mm Dia. Copper Pipe m 150 44. 6,660.00
I Page 10 of 14 pages
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ITEMIZED BID
CONTRACT NO. CL2005-12
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-12 for the following unit prices.
Spec. No.
SP
(P)
RMDSS
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
Re~ional Municipality of Durham Standard Specifications
3.06.01 19 mm Dia. Test Point as per S-429
3.07 RMDSS Blowoff
SP
3.07.02 50 mm Dia. Blowoff as per S-406
3.11 RMDSS Temporary Water Supply
SP
3.11.01 Temporary Water Supply to
Residences
3.4 RMDSS Miscellaneous Items
SP
3.40.02 Excavate for Utility Verification
ea
2
840.00
ea
1
660.
660.00
ea
28
180.
5,040.00
ea
1
420.
420.00
Total Part C (carried to Summary)
152,716.44
PART 'D': GENERAL ITEMS
8.01 RMDSS Contract Administrators Field
SP Office
8.01.01 Supply and Maintain Field Office
8.02 RMDSS Contractor Documentation
SP
8.02.01 Bonds, Insurance and Maintenance
Security
8.03 RMDSS Mobilization and Traffic Control
SP
8.03.01 Mobilization and Demobilization
8.05.01 SP Pre-Condition Survey
LS
2,400.
2,400.00
LS
30,240.
30,240.00
LS
1,800.
1,800.00
LS
3,588.
3,588.00
Total Part D (carried to Summary)
Page 11 of 14 pages
38,028.00
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ITEMIZED BID CONTRACT NO. CL2005-12
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-12 for the following unit prices.
Spec. No.
SP
(Pl
RMDSS
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
Re~ional Municipality of Durham Standard Specifications
SUMMARY -
Total Part A - Roadworks and Storm Sewers
Total Part B - SanitarY Sewer and Appurtenances
Total Part C - Watermain and Appurtenances
Total Part D - General Items
1,321,621.03
462,255.14
152,716.44
38,028.00
Total (excluding GST)
GST (7% of Total)
Tenderer's GST Registration No. RI04620729
PI29427/Specsl29427-ItemBid-SignDocs.xls
Page 12 of 14 pages
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AGREEMENT TO BOND (to be completed by Bondin!! Company)
CONTRACT NO. CL2005-12
Bond No.: TS 8000548/42
WE, the Undersigned, HEREBY AGREE to become bound as Surety for
RON ROBINSON 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.CL2005-12 is accepted by the Authority.
IT IS A CONDITION of this Agreement that if the above mentioned Tender is accepted, application
for a Performance Bond and a Labour and Material Payment Bond must be made to the Undersigned within TEN
(10) DAYS of Notice of Contract Award, otherwise the Agreement shall be null and void.
DATED AT Toronto
this
6th
2005
day of May
The Guarantee Company of North America
Name of Bonding Company
Brian Edmunds
Signature of Authorized Person
Signing for Bonding Company
(BONDING COMPANY SEAL)
Attorney-in-fact
Position
(This Form shall be completed and attached to the Tender Submitted).
Page I3 of 14 pages
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SCHEDULE OF TENDER DATA
CONTRACT NO. CL2005-12
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 12
Agreement to Bond Page 13
Schedule of Tender Data Page 14
B. STANDARD TERMS AND CONDITIONS
C. INSTRUCTIONS TO TENDERERS Pages I to 5
D. SPECIAL PROVISIONS - GENERAL Pages I to 14
E. SPECIAL PROVISIONS - TENDER ITEMS Pages I to 17
F. STANDARDS
G. PLANS: Drawings No. GIOI, Gl02, P201, P202, X201, X202, ALN-I, C-IR to C-5R, C-I to C-6,
XS-I to XS-4, Ll and L2.
H STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition ofthe following Ontario Provincial Standard Specifications and Region of Durham Standard
Specifications revised March 2004.
OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 353 SeD!. 1996 510 Anril 2003
128 Current 405 Feb. 1990 511 Nov. 2001
201 Nov. 2003 407 Nov. 2001 570 Aug. 1990
206 Nov. 2000 408 Nov. 2001 571 Nov. 2001
310 Nov. 2002 410 Aoril 1999 572 Nov. 2003
314 Dec. 1993 501 Feb. 1996 577 Feb. 1996
351 Sent. 1996 506 Nov. 2001
I. GEOTECHNICAL INVESTIGATION (Borehole Logs)
J. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
The Contractor, by this Tender, offers to complete the work of this Contract in strict accordance with the terms
contained herein.
The bidder certifies that it has met all of its obligations to comply with the Provincial Retail Sales Tax
requirements, so that it is able to do business in Ontario.
Yes
x
No
By my/our signature hereunder, I/we hereby identifY this as the Schedule of Tender Data, Plans and
Specifications, for Contract o. CL2005-12, executed by me/us bearing date the _ day of 2005
and we have fully read II rated documents to tender data as listed above.
SIGNATURE:
Vice President
POSITION
NAME OF FIRM
-
(CO~A~'y_SI;AL)
- .
Ron Robinson Limited
-'..... .-
Privacv Le2'islation . ~ :::: ;.,,-
Federal legislation governs the collection and use of personal information from individuals. We represent and ~mlnt t~1.he~~ th8t we
have obtained the CONSENT of any and all employees whose personal information we have supplied to the owner:in thts teo."rler":':ihis
personal information, which includes, but is not limited to, the employees' names, education, work and project htSlary, profis"ssKmal
designations and qualifications. This CONSENT permits the owner to disclose this personal infonnation to the Engineer (owner or agent)
for the purpose of evaluating our bid. In the event that the tender is successful. this personal infonnation may also be used in project
administration, for contact purposes.
This is Page 14 of 14 Pages to be submitted as the Tender Submission for Contract No. CL2005-12.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL200S-12
STANDARD TERMS AND CONDITIONS
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STANDARD TERMS AND CONDITIONS
The Municipality ofClarington'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 8, "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" ofthe "Special Provisions - General" Section of the Contract.
. Clause 16 of the "Standard Terms and Conditions" is not applicable to this Contract.
. Clause 23 ofthe "Standard Terms and Conditions" shall be superceded by Clause 6.03.02 of the
OPS General Conditions of Contract (September 1999) which requires a $5,000,000.00 liability
coverage.
. Clause 26 of the "Standard Terms and Conditions" shall be superceded by Clause 20,
"Workplace Hazardous Materials Information System (WHMIS)".
PI29427/SpecsflO8OJ-T&C.doc
I
STANDARD TERMS AND CONDITIONS
1.
DEFINITIONS
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Municipality - The Corporation of the Municipality ofClarington, its successors and assigns.
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Bidder - The person, firm or corporation submitting a bid to the Municipality.
Company - The person, contractor, firm or corporation to whom the Municipality has awarded the contract, it
successors and assigns.
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Contract - The purchase order authorizing the company to perform the work, purchase order alterations, the
document and addenda, the bid, and surety.
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Subcontractor - A person, firm or corporation having a contract with the company for, or any part of, the
work.
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Document - The document(s) issued by the Municipality in response to which bids are invited to perform the
work in accordance with the specifications contained in the document.
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Bid - An offer by a Bidder in response to the document issued by the Municipality.
Work - All labour, materials, products, articles, fixtures, services, supplies, and acts required to be done,
furnished or performed by the company, which are subject to the Contract.
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2.
SUBMISSION OF BID
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Bid invitation shall be in accordance with the Municipality ofClarington Purchasing By-law #94-129 and will
apply for the calling, receiving, and opening of bids. The Municipality will be responsible for evaluating bids,
awarding and administering the contract in accordance with the Purchasing By-law.
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The bid must be submitted on the form( s) and in the envelope supplied by the Municipality unless otherwise
provided herein. The envelope must not be covered by any outside wrappings, i.e. courier envelopes or other
coverings.
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The bid must be signed by a designated signing officer of the Bidder.
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If a joint bid is submitted, it must be signed on behalf of each of the Bidders.
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The bid must be legible, written in ink, or typewritten. Any form of erasure, strikeout or over-"WTiting must be
initialled by the Bidder's authorized signing officer.
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The bid must not be restricted by a covering letter, a statement added, or by alterations to the document unless
otherwise provided herein.
Failure to retnm the document or invitation may result in the removal of the Bidder from the Municipality's
bidder's list.
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A bid received after the closing date and time will not be considered and will be returned, unopened.
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Should a dispute arise from the terms and conditions of any part of the contract, regarding meaning, intent or
ambiguity, the decision of the Municipality shall be final.
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STANDARD TERMS AND CONDITIONS (continued)
3.
CONTRACT
The contract consists of the documents aforementioned.
The contract and portions thereof take precedence in the order in which they are narned above,
notwithstanding the chronological order in which they are issued or executed.
The intent of the contract is that the Company shall supply work which is fit and suitable for the Municipality's
intended use and complete for a particular purpose.
None of the conditions contained in the Bidder's standard or general conditions of sale shall be of any effect
unless explicitly agreed to by the Municipality and specifically referred to in the purchase order.
4.
CLARIFICATION OF THE DOCUMENT
Any clarification of the document required by the Bidder prior to submission of its bid shall be requested
through the Municipality's contact identified in the document. Any such clarification so given shall not in any
way alter the document and in no case shall oral arrangements be considered.
Every notice, advice or other communication pertaining thereto will be in the form of a written addendum.
No officer, agent or employee of the Municipality is authorized to alter orally any portion of the document.
5.
PROOF OF ABILITY
The bidder may be required to show, in terms of experience and facilities, evidence of its ability, as well as
that of any proposed subcontractor, to perform the work by the specified delivery date.
6.
DELIVERY
Unless otherwise stated, the work specified in the bid shall be delivered or completely performed by the
Company as soon as possible and in any event within the period set out herein as the guaranteed period of
delivery or completion after receipt of a purchase order therefor.
A detailed delivery ticket or piece tally, showing the exact quantity of goods, materials, articles or equipment,
shall accompany each delivery thereof. Receiving by a foreperson, storekeeper or other such receiver shall not
bind the Municipality to accept the work covered thereby, or the particulars of the delivery ticket or piece tally
thereof.
Work shall be subject 10 further inspection and approval by the Municipality.
The Company shall be responsible for arranging the work so that completion shall be as specified in the
contract.
Time shall be of the essence ofthe contract.
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STANDARD TERMS AND CONDITIONS (continued)
7.
PRICING
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Prices shall be in Canadian Funds, quoted separately for each item stipulated, F.O.B. destination.
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Prices shall be firm for lbe duration oflbe contract.
Prices bid must include all incidental costs and lbe Company shall be deemed to be satisfied as to lbe full
requirements of lbe bid. No claims for extra work will be entertained and any additional work must be
authorized in writing prior to commencement. Should the Company require more information or clarification
on any point, it must be obtained prior to lbe submission of the bid.
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Payment shall be full compensation for all costs related to lbe work, including operating and overhead costs to
provide work to lbe satisfaction oflbe Municipality.
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All prices quoted shall include applicable customs duty, excise tax, freight, insurance, and all olber charges of
every kind attributable to lbe work. Goods and Services Tax and Provincial Sales Tax shall be extra and not
shown, unless olberwise specified herein.
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If lbe Bidder intends to manufacture or fabricate any part of lbe work outside of Canada, it shall arrange its
shipping procedures so lbat its agent or representative in Canada is lbe importer of record for customs
purposes.
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Should any additional tax, duty or any variation in any tax or duty be imposed by lbe Govermnent of Canada
or lbe Province of Ontario become directly applicable to work specified in this docwnent subsequent to its
submission by lbe Bidder and before lbe delivery of lbe work covered lbereby pursuant to a purchase order
issued by lbe Municipality appropriate increase or decrease in lbe price of work shall be made to compensate
for such changes as of lbe effective date lbereof.
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8.
TERMS OF PAYMENT
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Where required by lbe Construction Lien Act appropriate monies may be held back until 60 days after lbe
completion of lbe work.
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Payments made hereunder, including final payment shall not relieve lbe company from its obligations or
liabilities under the contract.
Acceptance by lbe company of the final payment shall constitute a waiver of claims by the company against
the Municipality, except lbose previously made in writing in accordance wilb the contract and still unsettled.
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The Municipality shall have lbe right to withhold from any sum otherwise payable to the company such
amount as may be sufficient to remedy any defect or deficiency in the work, pending correction of it.
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Payment may be made 30 days after delivery pursuant to lbe Bidder submitting an invoice, contract
requirements being completed and work being deemed satisfactory.
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9.
PATENTS AND COPYRIGHTS
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The company shall, at its expense, defend all claims, actions or proceedings against lbe Municipality based on
any allegations that the work or any part of the work constitutes an infringement of any patent, copyright or
other proprietary right, and shall pay to lbe Municipality all costs, damages, charges and expenses, including
its lawyers' fees on a solicitor and his own client basis occasioned to lbe Municipality by reason lbereof.
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The company shall pay all royalties and patent license fees required for the work.
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9.
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STANDARD TERMS AND CONDITIONS (continued)
PATENTS AND COPYRIGHTS- cont'd
If the work or any part thereof is in any action or proceeding held to constitute an infringement, the company
shall forthwith either secure for the Municipality the right to continue using the work or shall at the company's
expense, replace the infringing work with non-infringing work or modifY it so that the work no longer
infringes.
10.
ALTERNATES
Any opinion with regard to the use of a proposed alternate determined by the Municipality shall be final. Any
bid proposing an alternate will not be considered unless otherwise specified herein.
Ii.
EOUlV ALENCY
Any opinion determined by the Municipality with respect to equivalency shall be final.
12.
ASSIGNMENT AND SUBCONTRACTING
The company shall not assign or subcontract the contract or any portion thereof without the prior written
consent of the Municipality.
13.
FINANCING INFORMATION REOUIRED OF THE COMPANY
The Municipality is entitled to request of the Company to furnish reasonable evidence that financial
arrangements have been made to fulfill the Municipality's obligations under the Contract.
14.
LAWS AND REGULATIONS
The company shall comply with relevant Federal, Provincial and Municipal statutes, regulations and by-laws
pertaining to the work and its performance. The company shall be responsible for ensuring similar
compliance by suppliers and subcontractors.
The contract shall be governed by and interpreted in accordance with the laws of the Province of Ontario.
15.
CORRECTION OF DEFECTS
If at any time prior to one year after the actual delivery date or completion of the work (or specified
warranty/guarantee period if longer than one year) any part of the work becomes defective or is deficient or
fails due to defect in design, material or workmanship, or otherwise fails to meet the requirements of the
contract, the company, upon request, shall make good every such defect, deficiency or failure without cost to
the Municipality. The company shall pay all transportation costs for work both ways between the company's
factory or repair depot and the point of use.
16.
17.
18.
STANDARD TERMS AND CONDITIONS (continued)
BID ACCEPTANCE
The Municipality reserves the right to award by item, or part thereof, groups of items, or parts thereof, or all
items of the bids and to award contracts to one or more bidders submitting identical bids as to price; to accept
or reject any bids in whole or in part; to waive irregularities and omissions, if in so doing, the best interests of
the Municipality will be served. No liability shall accrue to the Municipality for its decision in this regard.
Bids shall be irrevocable for 90 days after the official closing time.
The placing in the mail or delivery to the Bidder's shown address given in the bid of a notice of award to a
bidder by the Municipality shall constitute notice of acceptJrnce of contract by the Municipality to the extent
described in the notice of award.
DEFAULT BY COMPANY
a.
If the company: commits any act of bankruptcy; or if a receiver is appointed on account of its
insolvency or in respect of any of its property; or if the company makes a general assignment for the
benefit of its creditors; then, in any such case, the Municipality may, without notice: terminate the
contract.
b.
If the company: fails to comply with any request, instruction or order of the Municipality; or fails to
pay its accounts; or fails to comply with or persistently disregard statutes, regulations, by-laws or
directives of relevant authorities relating to the work; or fails to prosecute the work with skill and
diligence; or assigns or sublets the contract or any portion thereof without the Municipality's prior
written consent; or refuses to correct defective work; or is otherwise in default in carrying out its part
of any of the terms, conditions and obligations of the contract, then, in any such case, the
Municipality may, upon expiration of ten days from the date of written notice to the company,
terminate the contract.
c.
Any termination of the contract by the Municipality, as aforesaid, shall be without prejudice to any
other rights or remedies the Municipality may have and without incurring any liability whatsoever in
respect thereto.
d.
If the Municipality terminates the contract, it is entitled to:
i)
take possession of all work in progress, materials and construction equipment then at the
project site (at no additional charge for the retention or use of the construction equipment),
and finish the work by whatever means the Municipality may deem appropriate under the
circumstances;
ii)
withhold any further payments to the company until the completion of the work and the
expiry of all obligations under the Correction of Defects section;
recover from the company loss, damage and expense incurred by the Municipality by
reason of the company's default (which may be deducted from any monies due or becoming
due to the company, any balance to be paid by the company to the Municipality).
iii)
CONTRACT CANCELLA nON
The Municipality shall have the right, which may be exercised from time to time, to cancel any uncompleted
or unperformed portion of the work or part thereof. In the event of such cancellation, the Municipality and the
Company may negotiate a settlement. The Municipality shall not be liable to the Company for loss of
anticipated profit on the cancelled portion or portions of the work.
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19.
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20.
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21.
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22.
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STANDARD TERMS AND CONDITIONS (continued)
QUANTITIES
Unless otherwise specified herein, quantities are shown as approximate, are not guaranteed to be accurate, are
furnished without any liability 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.
SAMPLES
Upon request, samples must be submitted strictly in accordance with instructions. If samples are requested
subsequent to opening of bids, they shall be delivered within three (3) working days following such request,
unless additional time is granted. Samples must be submitted free of charge and will be returned at the
bidders expense, upon request, provided they have not been desttcyed by tests, or are not required for
comparison purposes.
The acceptance of samples by the Municipality shall be at its sole discretion and any such acceptance shall in
no way be construed 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.
SURETY
The successful tenderer shall, if the Municipality in its absolute discretion so desires, be required to satisJY
surety requirements by providing a deposit in the form of a certified cheque, bank draft or money order or
other form of surety, in an amount determined by the Municipality. This surety may be held by the
Municipality until 60 days after the day on which all work covered by the contract has been completed and
accepted. The surety may be returned before the 60 days have elapsed providing satisfactory evidence is
provided that all liabilities incurred by the company in carrying out the work have expired or have been
satisfied and that a Certificate of Clearance from the (WSIB) Workplace Safety and Insurance Board Board
has been received.
The company shall, if the Municipality in its absolute discretion so desires, be required to satisJY fidelity
bonding requireroents by providing such bonding in an amount and form determined by the Municipality.
Failure to furnish required surety within two weeks from date of request thereof by the Municipality shall
make the award of the Contract by the Municipality subject to withdrawal.
WORKPLACE SAFETY AND INSURANCE BOARD
All of the Company's personnel must be covered by the insurance plan under the Workplace Safety and
Insurance Act, 1997. Upon request by the Municipality, an original Letter of Good Standing for the
Workplace Safety and Insurance Board shall be provided prior to the commencement of Work indicating all
payments by the Company to the Board have been made. Prior to final payment, a Certificate of Clearance
must be issued indicating all payments by the Company to the Board in conjunction with the subject Contract
have been made and that the Municipality will not be liable to the Board for future payments in connection
with the Company's fulfilment of the contract. Further Certificates of Clearance or other types of certificates
shall be provided upon request.
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STANDARD TERMS AND CONDITIONS (continued)
23.
INSURANCE
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The company shall maintain and pay for Comprehensive General Liability insurance including premises and
all operations. This insurance coverage shall be subject to limits of not less than $3,000,000.00 inclusive per
occurrence for third party Bodily Injury and Property Damage or such other coverage or amount as may be
requested.
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The policy shall include the Municipality as an additional insured in respect of all operations performed by or
on behalf of the Company. A certified copy of such policy or certificate shall be provided to the respective
participant prior to commencement of the work. Further certified copies shall be provided upon request.
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24. LIABILITY
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The company agrees to defend, fully indemnifY and save harmless the Municipality from all actions, suits,
claims, demands, losses, costs, charges and expenses whatsoever for all damage or injury including death to
any person and all damage to any property which may arise directly or indirectly by reason of a requirement of
the contract, save and except for dsmage caused by the negligence of the Municipality or its employees.
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The Company agrees to defend, fully indemnifY and save harmless the Municipality from any and all charges,
fines, penalties and costs that may be incurred or paid by the Municipality if the Municipality or any of its
employees shall be made a party to any charge under the Occupational Health and Safety Act in relation to
any violation of the Act arising out of this contract.
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25.
VISITING THE SITE
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The Company shall carefully examine the site and existing building and services affecting the proper
execution of the work, and obtain a clear and comprehensive knowledge of the existing conditions. No claim
for extra payment will be allowed for work or difficulties encountered due to conditions of the site which were
visible or reasonably inferable, prior to the date of submission of Tenders. Bidders shall accept sole
responsibility for any error or neglect on their part in this respect.
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26. SAFETY
The Company shall obey all Federal, Provincial and Municipal Laws, Act, Ordinances, Regulations, Orders-
in-Council and By-laws, which could in any way pertain to the work outlined in the Contract or to the
Employees of the Company. Without limiting the generality of the foregoing, the Company shall satisfY all
statutory requirements imposed by the Occupational Health and Safety Act and Regulations made thereunder,
on a contractor, a Constructor and/or Employer with respect to or arising out of the performance of the
Company's obligations under this Contract.
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The Company shall be aware of and conform to all governing regulations including those established by the
Municipality relating to employee health and safety. The Company shall keep employees and subcontractors
informed of such regulations.
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The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied
Hazardous Materials.
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29.
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30.
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31.
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STANDARD TERMS AND CONDITIONS (continued)
27.
UNPAID ACCOUNTS
The company shall indemnifY the Municipality from all claims arising out of unpaid accounts relating to the
work. The Municipality shall have the right at any time to require satisfactory evidence that the work in
respect of which any payment has been made or is to be made by the Municipality is free and clear of liens,
attachments, claims, demands, charges or other encumbrances.
28.
SUSPENSION OF WORK
The Municipality may, without invalidating the contract, suspend performance by the company from time to
time of any part or all of the work for such reasonable period of time as the Municipality may determine.
The resumption and completion of work after the suspension shall be governed by the schedule established by
the Municipality.
CHANGES IN THE WORK
The Municipality may, without invalidating the contract, direct the Company to make changes to the work.
When a change causes an increase or decrease in the work, the contract price shall be increased or decreased
by the application of unit prices to the quantum of such increase or decrease, or in the absence of applicable
unit prices, by an amount to be agreed upon between the Municipality and the Company. All such changes
shall be in writing and approved by the Municipality.
CONFLICT OF INTEREST
No employee or member of Council of the Municipality shall sell goods or services to the Municipality in
accordance with the Municipality of Clarington Policy or have a direct or indirect interest in a Company or
own a Company which sells goods or services to the Municipality.
MUNICIPAL FREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT (MFIPPA)
All correspondence, documentation, and information provided to staff of the Municipality of Clarington by
every offerer, including the submission of proposals, shall become the property of the Municipality, and as
such, is subject to the Municipal Freedom of Information and Protection of Privacy Act, and may be subject to
release pursuant to the Act.
Offerers are reminded to identifY in their proposal material any specific scientific, technical, commercial,
proprietary, or similar confidential information, the disclosure of which could cause them injury. Complete
proposals are not to be identified as confidential.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL200S-12
INSTRUCTIONS TO TENDERERS
PI29427/Specsl20S02-IT.doc
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INDEX
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL200S-12
CLAUSE
SUBJECT
PAGE
1. GENERAL..................................................................................................................... 1
2. BLANK FORM OF TENDER.............................................................................................. 1
3. TENDER DEPOSITS........................................................................................................ 1
4. BONDS........................................................................................................................ 2
5. RIGHT TO ACCEPT OR REJECT TENDERS .......................................................................... 2
6. UNACCEPTABLE TENDERS.. ........................................................................................... 2
7. ABILITY AND EXPERIENCE OF TENDERER ....................................................................... 2
8. PROVINCIAL SALES TAX..... ................................................................ ........................... 2
9. GOODS AND SERVICES TAX (GST) .................................................................................. 3
10. EXECUTE CONTRACT DOCUMENTS.......... ................................. ......................................3
11. COMMENCEMENT OF WORK .......................................................................................... 3
12. LOCATION................................................................................................................... 3
13. SOILS INFORMATION AND CROSS-SECTIONS.................................................................... 3
14. TENDERERS TO INVESTIGATE ........................................................................................ 4
15. INQUIRIES DURING TENDERING .................................. .................. ........... ......................4
16. A WARD OF THE CONTRACT........................................................................................... 4
17. DEFINlTlON OF OWNER/AUTHORITY AND ENGINEER/CONTRACTADMINISTRATOR .............. 4
18. ADDENDA.................................................................................................................... 4
19. UTILITIES.................................................................................................................... 5
20. STREET NAMES ................. ......................... ........... ........... ......... ............... ........... .........5
21. STAGING OF WORKS .....................................................................................................5
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PAGE ONE
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2005-12
1.
GENERAL
SEALED Tenders plainly marked "Contract No. CL2005-12" will be received until:
2:00:00 P.M., LOCAL TIME, FRIDAY, MAY 6, 2005
and shall be addressed to:
Ms. Patti Barrie, Clerk
Corporation of the Municipality of Clarington
40 Temperance Street
Bowmanville, Ontario
LlC 3A6
2.
BLANK FORM OF TENDER
One copy of the Tender, on the forms provided, shall be submitted. All information requested
shall be shown in the tender, in the space provided.
3.
TENDER DEPOSITS
All tenders shall be accompanied by a certified cheque or a bid bond in the minimum amount
defined below, made payable to the Authority, as a guarantee for the execution ofthe Contract.
Total Tender Amount
Minimum Deposit
Required
$ 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
$1,000.00
2,000.00
5,000.00
10,000.00
25,000.00
50,000.00
100,000.00
200,000.00
All deposits will be returned within ten days after the Tenders have been opened except those
which the Authority elects to retain until the successful tenderer has executed the Contract
Documents.
The retained tender deposits will be returned when the successful Tenderer has fully complied
with the conditions outlined in the Contract Documents.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2005-12
2.
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.
5. RIGHT TO ACCEPT OR REJECT TENDERS
The Authority reserves the right to reject any or all tenders or to accept any tender should it be
deemed to be in its best interest to do so.
Tenders which are incomplete, conditional or obscure, or which contain additions not called for,
erasures, alterations, or irregularities of any kind, may be rejected as informal.
Tenders will not be accepted unless submitted in the envelopes provided.
6. UNACCEPTABLE TENDERS
Each item in the Tender Form shall include a reasonable price for such item. Under no
circumstances will an unbalanced tender be considered. The Authority and the Contract
Administrator will be the sole judge of such matters, and should any tender be considered to be
unbalanced, then it will be rejected by the Authority.
7. ABILITY AND EXPERIENCE OF TENDERER
The Authority reserves the right to reject any tender where satisfactory evidence of sufficient
capital, plant and experience to successfully prosecute and complete the work in the specified
time, is not furnished by the Tenderer.
8. PROVINCIAL SALES TAX
Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this
Contract.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2005-I2
3.
9. GOODS AND SERVICES TAX (GST)
The Tenderer shall NOT include any amount in his tender unit prices for the Goods and Services
Tax. The GST will be shown on each payment certificate and will be paid to the Contractor in
addition to the amount certified for payment and will therefore not affect the Contract unit prices.
10. EXECUTE CONTRACT DOCUMENTS
Tenders shall be open for acceptance for a period of 30 days after the closing date. After this
time the tender may only be accepted with the consent of the successful Tenderer.
The successful Tenderer shall execute the Contract Documents and furnish the required bonds
within 10 calendar days of receipt of notification of Acceptance of Tender.
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 GC7.01.02 of the
General Conditions.
12. LOCATION
The work is located on Scugog Street from Middle Road to 350 m north of the north intersection
with Mill Lane, Bowmanville, Municipality of Clarington.
13. SOILS INFORMATION AND CROSS-SECTIONS
A geotechnical investigation has been undertaken on behalf of the Authority. The results
provided are for information only and are not guaranteed by the Authority. A copy ofthe
Geotechnical Report is included with the Tender Documents as listed in the "Schedule of Tender
Data".
Design cross-sections may also be viewed for information purposes at TSH Cobourg.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2005-12
4.
14. TENDERERS TO INVESTIGATE
Tenderers must satisfY themselves by personal examination of the site and by such other means as
they may prefer as to the actual conditions and requirements of the work.
The Tenderer shall carefully examine all plans and profiles so that the unit prices tendered are
commensurate with the nature of the work.
It shall be the Contractor's responsibility to thoroughly inspect the site of the proposed works,
determine the location of any buried or obstructing services and make satisfactory arrangements
for interference with such service with the proper jurisdictional agency.
15. INQUIRIES DURING TENDERING
The Tenderer is advised that inquiries regarding the interpretation of the plans or specifications,
shall be directed to the Contract Administrator, TSH, Telephone: 905-372-2121, attention: Will
McCrae, P. Eng. or Troy MacArthur.
16. A WARD OF THE CONTRACT
The award of this Contract is subject to the approval of the Regional Municipality of Durham and
the Ministry of the Environment.
17. DEFINITION OF OWNER/AUTHORITY AND
ENGINEER/CONTRACT ADMINISTRATOR
Wherever the word "Owner" or "Authority" or "Corporation" appears in this Contract, it shall be
interpreted as meaning the Corporation of the Municipality of Clarington.
Wherever the word "Ministry", "M.T.C." or "M.T.O" appears it shall be deemed to mean the
"Ministry of Transportation, Ontario" or the "Corporation of the Municipality of Cia ring ton".
Wherever the word "Contract Administrator" or "Engineer" appears in this Contract it shall be
deemed to mean the Consultants, Totten Sims Hubicki Associates, or such other officers, as may
be authorized by the Authority to act in any particular capacity.
18. ADDENDA
The Contractor shall ensure that all addenda issued during the tendering period are attached as
part of the submitted bid. Failure to do so will result in disqualification of the bid.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2005-12
5.
19. UTILITIES
Plans illustrating proposals for the relocation of utilities are available for inspection at the office
of the Contract Administrator.
For additional information regarding existing utilities the Contractor may contact the following
personnel:
Ms. Kimberly McLellan
Bell Canada
Tel: 905-433-3061
Mr. Sam Pazuki
Enbridge Consumers Gas
Tel: 1-888-899-9894
Ms. Cindy Ward
Roger Cable T.V. Ltd.
Tel: 905-436-4138
Mr. Terence Butler, CET
Veridian Connections
Tel: 1-888-445-2881
Ext. 4308
The Contractor shall note that certain utilities are in conflict with the proposed works. Full utility
relocation may be completed prior to the commencement of work. The relocated gas main will be
installed 0.6 m off the east property line and the relocation will be completed before construction
commences.
20. STREET NAMES
For the purposes of this Contract, the names Scugog Street and West Scugog Lane refer to the
same street. A street name change is being considered, but it is not yet finalized.
21. STAGING OF WORKS
The works in this Contract shall be completed in two stages:
Stage 1 -
Middle Road to just south of the entrance to St. Stephens School. This will be
carried out while school is in session and is meant to ensure that school bus and
other traffic has unimpeded access.
Stage 2 -
Stage 2 shall run from the north limits of Stage I to the north limits of the
Contract. Work on this stage shall not commence until schools are closed for the
summer break. Underground work must be completed beyond the entrance to
Durham Christian Secondary School before school re-opens.
Work on road construction, i.e. granulars, curbs, asphalt, etc., shall proceed immediately behind
the underground works so that a passable road is available as soon as possible.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2005-12
SPECIAL PROVISIONS - GENERAL
PI294211Spe<;'&I20804-SPG.doc
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INDEX
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL200S-12
CLAUSE
SUBJECT
PAGE
1. PLAN QUANTITY ITEMS ......................................................................................1
2. GUARANTEED MAINTENANCE............................................................................l
3. CONTRACT TIME AND LIQUIDATED DAMAGES..................................................... 1
4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE..................................................2
5. OPS GENERAL CONDITIONS ..... .......................... ........ ..... ........ ..................... .......2
6. LAYOUT...........................................................................................................2
7. RESTRICTIONS ON OPEN BURNING ......................................................................3
8. PAYMENTS.......................................................................................................3
9. UTILITIES.........................................................................................................4
10. HAUL ROADS....................................................................................................4
11. DUST CONTROL.................................................................................................4
12. TRAFFIC CONTROL, FLAGGING............................................................................5
13. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS ...............................................5
14. MAINTENANCE OF TRAFFIC ......... ..... ....................... ........................... ....... .........5
15. EMERGENCY AND MAINTENANCE MEASURES ......................................................6
16. ENGINEERING FIELD OFFICE ............................................................................... 7
17. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL...........................................8
18. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES .........8
19. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS) ..................9
20. SPILLS REPORTING............................................................................................ 9
21. PROTECTION OF WATER QUALITy..................................................................... 10
22. TRAFFIC AND STREET SIGNS............................................................................. 10
23. GARBAGE COLLECTION... .......... ........ ............ ....... ........... ............. ........... ......... 11
24. ASPHALT MIX DESIGNS .................................................................................... 11
25. AMENDMENT TO OPSS 1820; CONCRETE PIPE ...................................................... 11
26. DELIVERY OF TEST SAMPLES............................................................................ 12
27. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES 12
28. CONFINED SPACE ENTRy.................. .......... ......... ........... ............. .......... ........... 12
29. ENTRY ONTO PRIVATE PROPERTy..................................................................... 13
30. STORAGE AREAS........... ................. .......... ........ ...... ..... ............ ........................ 13
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INDEX - SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2005-I2
(ii)
CLAUSE
SUBJECT
PAGE
31. GENERAL LIABILITY INSURANCE ...................................................................... 13
32. CONSTRUCTION LIEN ACT................................................................................ 13
33. PROPERTY OWNER'S RELEASE OF PRlV A TEL Y OWNED LAND USED BY THE
CONTRACTOR................................................................................................. 14
SCHEDULE (C)-CONTRACTOR SAFETY
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PAGE ONE
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-12
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.l5.02 of the General Conditions is revised in that the Contractor shall guarantee and
maintain the entire work called for under this Contract for a period of twenty-four (24) months.
The Contractor shall make good in a permanent manner, satisfactory to the Authority, any and all
defects or deficiencies in the work, both during the construction and during the period of
maintenance as aforesaid. The Contractor shall commence repairs on any work identified as
defective under this clause within 48 hours of receipt of notice from the Authority or the Contract
Administrator.
The decision of the Authority and the Contract Administrator shall be final as to the necessity for
repairs or for any work to be done under this Section.
3. CONTRACT TIME AND LIQUIDATED DAMAGES
(1) Time
Time shall be the essence ofthis contract.
For purposes of this Contract, GC1.04 ofthe 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 charging of working days shall commence on June 6, 2005 and the Contractor shall
diligently prosecute the work on this contract to completion on or before the expiration of
...2L working days from the date of commencement.
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 ofthe 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.
Working days shall be charged until the date of completion of the work as set out in the
Certificate of Completion issued in accordance with GC8.02.03.06.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-I2
(3) Working Day
Working Day as defined in GCl.04 is modified by the addition of the following under
Paragraph (a):
Except any day from inclusive, even though the Contractor may elect
to carry out any approved work as called for under this Contract during this period.
The Contract Administrator will furnish to the Contractor for his signature a weekly "Statement
of Record of Working Days". The Contractor will be allowed two weeks in which to file a
written protest setting forth in what respects the said weekly statement is incorrect, otherwise,
the statement shall be deemed to have been accepted by the Contractor as correct.
(4) 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 within the number of working days as set forth in the special provisions or as
extended in accordance with Section GC3.07 of the General Conditions, a loss or damage will
be sustained by the Authority. Since it is and will be impracticable and extremely difficult to
ascertain and determine the actual loss or damage which the Authority will suffer in the event
of and by reason of such delay, the parties hereto agree that the Contractor will pay to the
Authority the sum of one thousand dollars ($1,000.00) as liquidated damages for each and
every calendar day's delay in achieving completion ofthe work in excess ofthe number of
working days 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 number
of working days.
The Authority may deduct any amount under this paragraph from any moneys that may be due
or payable to the Contractor on any account whatsoever. The liquidated damages payable
under this paragraph are in addition to and without prejudice to any other remedy, action or
other alternative that may be available to the Authority.
4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE
Authorized representative as referenced in GC7.01.09 is defined as an employee of the Contractor.
5. OPS GENERAL CONDITIONS
Wherever in this Contract reference is made to the General Conditions, it shall be interpreted as
meaning the OPS General Conditions of Contract, September 1999.
6. LAYOUT
Section GC7.02, Layout, is hereby revised by the deletion of Parts 03), 04), 05), and 06), and by the
addition of the following:
2.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL200S-I2
3.
The Contract Administrator shall lay out and establish the primary alignment and grade controls
necessary for construction. The Contractor shall provide the Contract Administrator with sufficient
advance notice of his requirements to permit appropriate scheduling of the layout work.
The layout performed by the Contract Administrator shall be sufficient to permit construction ofthe
work by the Contractor in compliance with the Contract Documents, but shall not relieve the
Contractor of his responsibility for the provision of qualified personnel and normal tools of the
trade, as necessary for the transfer or setting of the secondary lines and grades from the primary
controls provided. Tools of the trade are interpreted to include but not necessarily be limited to
hand and line levels, boning rods, tape measures, lasers, etc.
7. RESTRICTIONS ON OPEN BURNING
Open fires will not be permitted within the limits of this Contract. Brush and debris may as an
alternative to burning, be disposed of outside the Contract Limits and in compliance with the
requirements specified elsewhere for Management and Disposal of Excess Material.
8. PAYMENTS
Except as herein provided, payments under this Contract will be made in accordance with Section
GCS.02.03 of the General Conditions.
Notwithstanding the provisions ofthe General Conditions respecting certification and payment, the
Authority may withhold 2-1/2 percent of the total value of work performed beyond the expiration of
46 days from the date of publication of the Certificate of Substantial Performance, to enable the
Contract Administrator to produce the final detailed statement of the value of all work done and
material furnished under the Contract. As a condition of holdback reduction from 10% to 2-1/2%,
the Contractor shall supply a Statutory Declaration as defined in GC8.02.03.07 03)(b) and advertise
the Certificate of Substantial Performance per GCS.02.03.04(03).
The Completion Payment Certificate to include statutory holdback release, will be issued within 120
days after the date for completion as specified under GC 1.06. The date for interest due to late
payment shall commence following 180 days after the date of completion of the work.
As a condition of the final holdback payment, the Contractor shall provide the required Property
Owner's Releases as specified elsewhere, as appropriate.
The Contractor shall include in his price for the publication of the Certificate of Substantial
Performance. Publication is mandatory whether Contractor requests Substantial Performance or not.
The Contractor is advised that the Authority may withhold payment on Interim and Holdback
Release Certificates up to 30 calendar days from the date of receipt of the executed Payment
Certificates.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-12
9.
UTILITIES
Sections GC2.0l and GC7.12 02) of the General Conditions are deleted in their entirety and are
replaced by the following:
The Contractor shall be responsible for the protection of all utilities at the job site during the time of
construction.
The Authority will be responsible for the relocation of utilities where required. However, no claims
will be considered which are based on delays or inconvenience resulting from the relocation not
being completed before the start of this Contract.
The location and depth of underground utilities shown on the Contract drawings, are based on the
investigations made by the Authority. It is, however, the Contractor's responsibility to contact the
appropriate agencies for further information in regard to the exact location of all utilities, to exercise
the necessary care in construction operations and to take such other precautions as are necessary to
safeguard the utilities from damage.
10. HAUL ROADS
When so required by the Contract Administrator, payment for maintenance and restoration of haul
roads will be made for the materials provided and the work performed as specified, at tender prices,
or at negotiated prices.
11. DUST CONTROL
As a part ofthe work required under Section GC7.06 of the General Conditions, the Contractor shall
take such steps as may be required to prevent dust nuisance resulting from his operations either
within the right-of-way or elsewhere or by public traffic where it is the Contractor's responsibility to
maintain a roadway through the work.
Where the work requires the sawing of asphalt or the sawing or grinding of concrete, blades and
grinders of the wet type shall be used together with sufficient water to prevent the incidence of dust,
wherever dust would affect traffic or wherever dust would be a nuisance to residents of the area
where the work is being carried out.
The cost of all such preventative measures shall be borne by the Contractor except however where
water or calcium chloride is used to reduce the dust caused by traffic on a roadway which it is the
Contractor's responsibility to maintain for public traffic, the cost of such quantities of water and
calcium chloride as are authorized by the Contract Administrator to restrict dust to acceptable levels,
shall be paid for by the Authority at the contract prices for Application of Water or Application of
Calcium Chloride.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-12
5.
12. TRAFFIC CONTROL, FLAGGING
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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.
13. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS
In accordance with Section GC7.06 of the General Conditions, the Contractor is responsible for the
supply, erection, maintenance and subsequent removal of all temporary traffic controls, including
signs, lights, barricades, delineators, cones, etc., required on the work.
Traffic controls shall be provided in general accordance with the latest edition of the "OTM
Book 7". As a minimum requirement and without restricting the Contract Administrator or the
Authority in requiring further controls, the following signs shall be supplied:
Sign Number Sign Message Number Required
TC-I CONSTRUCTION 6
TC-3L LANE CLOSED AHEAD 2
TC-3R LANE CLOSED AHEAD 2
TC-3tL LEFT LANE CLOSED 2
TC-3tR RIGHTLANE CLOSED 2
TC-7, TC- 71, TC-8t ROAD CLOSED, LOCAL TRAFFIC ONLY 2
TC-4IA CONSTRUCTION ZONE BEGINS 6
TC-41B CONSTRUCTION ZONE ENDS 6
Traffic controls shall be operational before work affecting traffic begins.
14. MAINTENANCE OF TRAFFIC
Scugog Street shall be closed to through traffic for the duration of construction. The street shall be
kept open to one lane for local traffic only.
It is intended that the work proceed in two stages:
. Stage I will entail reconstruction from Middle Road to the south side ofthe west entrance to St.
Stephens School. This stage will be carried out while schools are in.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL200S-I2
6.
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. Stage 2 shall run from the north limits of Stage I to the north limits of the Contract. Work on this
stage shall not commence until schools are closed for the summer break. Underground work
must be completed beyond the entrance to Durham Christian Secondary School before school re-
opens.
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Although there are no sidewalks within the contract limits, pedestrian access shall be maintained
throughout the works by the use of temporary granular or asphalt walkways. The use of protective
barriers, sidewalk diversion or other controls shall be utilized to ensure pedestrian safety.
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Conditions of vehicular access on side streets will be reviewed with the Contractor during operations
but it is the intent of the Contract that access be available only to local vehicular and pedestrian traffic
during construction.
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It is the intention of the Contract that every reasonable effort shall be made to provide vehicular
access to homes and other properties within the limits of each phase at the end of each working day.
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It is understood that implementation of traffic controls will require ongoing review and adjustment to
suit construction operations.
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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.
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It is the Contractor's responsibility to advertise all road closures in local newspapers a minimum of
one week in advance of such closure. The newspaper advertisement shall indicate the date of closing
of the roadway and the length of time for which the road will be closed. This advertising is in
addition to the notification required for Police, Fire, Hospital and Ambulance as indicated above.
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.
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The Contractor shall be responsible for all detour signing outside the contract limits.
15. EMERGENCY AND MAINTENANCE MEASURES
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-12
7.
Should the Contractor be unable to carry out immediate remedial measures required, the Authority
will carry out the necessary repairs, the costs for which shall be charged to the Contractor.
16. ENGINEERING FIELD OFFICE
The Contractor, shall, at no additional expense to the Authority, supply an office for the exclusive
use of the Contract Administrator. This office shall be located as directed by the Engineer, but in no
case shall be more than one kilometre from the Contract limit.
The Contract Administrator's office shall have a minimum of 17 m2 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 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.
With the office the Contractor shall provide fax facilities for the use of the Contract Administrator.
The fax machine shall be capable ofhand]ing letter and legal size documents. For the purposes of
this tender, the Contractor shall allow a monthly cost of $1 00.00 for fax use.
17. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL
The requirements of OPSS ] 80 shall apply to this Contract, revised as follows:
.] Section ]80.03, Definitions, shall be amended by the addition of the following:
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL200S-I2
8.
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Work area: means the road allowance, right-of-way, and property with a boundary common to
the road allowance or right-of-way within the Contract limits.
.2 Subsection 180.07.02, Conditions on Management by Re-Use, shall be amended by the
addition of the following:
Recycled hot mix asphalt or excess bituminous pavement shall not be used as trench backfill
or bedding.
The Contractor shall be responsible for obtaining a copy of applicable Form Nos. OPSF 1800,
OPSF 180 I, OPSF 1803 and OPSF 1805 for use where appropriate with respect to disposal of
excess material.
18. OCCUPATIONAL HEALTH AND SAFETY ACT 1991- DESIGNATED SUBSTANCES
In accordance with the requirements of Section I 8a(l) 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 Substance Identified on this Site Location
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 ofthe Contractor to ensure that all sub-contractors performing work under
this Contract have received a copy of this specification, where Designated Substances are identified
as being present at the site of the work.
The Contractor shall comply with the governing Ministry of Labour Regulations respecting
protection of workers, removal, handling and disposition of the Designated Substances encountered
on this Contract.
Prior to commencement of this work, the Contractor shall provide written notification to the
Ministry of the Environment at 7 Overlea Boulevard, Toronto, Ontario M4H lAB, of the
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-12
9.
location(s) proposed for disposal of Designated Substances. A copy of the notification shall be
provided to the Contract Administrator a minimum of two weeks in advance of work starting.
In the event that the Ministry of the Environment has concerns with any proposed disposal location,
further notification shall be provided until the Ministry of the Environment's concerns have been
addressed.
All costs associated with the removal and disposition of Designated Substances herein identified,
shall be deemed to be included in the appropriate tender items.
Should a Designated Substance not herein identified be encountered in the work, then management
of such substance shall be treated as Extra Work.
The requirements of Section GC4.03 of the General Conditions of the Contract shall apply.
19. 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.
20. SPILLS REPORTING
Spills or discharges of pollutants or contaminants under the control of the Contractor, and spills or
discharges of pollutants or contaminants that are a result of the Contractor's operations that cause or
are likely to cause adverse effects shall forthwith be reported to the Contract Administrator. Such
spills or discharges and their adverse effects shall be as defined in the Environmental Protection Act
R.S.O. 1980.
All spills or discharges of liquid, other than accumulated rain water, from luminaires, internally
illuminated signs, lamps, and liquid type transformers under the control of the Contractor, and all
spills or discharges from this equipment that are a result of the Contractor's operations shall, unless
otherwise indicated in the Contract, be assumed to contain PCB's and shall forthwith be reported to
the Contract Administrator.
This reporting will not relieve the Contractor of his legislated responsibilities regarding such spills
or discharges.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL200S-12
10.
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21. PROTECTION OF WATER QUALITY
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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.
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No waste or surplus organic material including topsoil is to be stored or disposed of within
30 metres of any watercourses. Run-off from excavation piles will not be permitted to drain directly
into watercourses but shall be diffused onto vegetative areas a minimum of 30 metres from the
watercourse. Where this measure is not sufficient or feasible to control sediment entering the
watercourses, sedimentation traps or geotextile coverage will be required.
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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.
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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.
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The Contractor shall not carry out equipment maintenance or refueling or store fuel containers
within 100 metres of any watercourse. The Contractor shall not stockpile construction debris or
empty fuel/pesticide containers within the Contract limits.
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22. TRAFFIC AND STREET SIGNS
Scheduling for sign removal shall be as approved in advance by the Contract Administrator.
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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.
Regulatory signs such as "Stop" and "Yield" must be maintained throughout.
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23. GARBAGE COLLECTION
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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.
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24. ASPHALT MIX DESIGNS
The Contractor shall be responsible for the provision of current mix designs for all hot mix asphalt
required for the work, or for having the necessary mix designs prepared by a certified laboratory.
The mix designs proposed for use by the Contractor shall be submitted in writing to the Contract
Administrator for his approval and no work shall commence until the design mixes are approved.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-12
II.
All costs associated with the provision of approved mix designs shall be borne by the Contractor.
Steel slag and blast furnace slag coarse and fine aggregates shall not be used in any hot mix required
by this Contract.
25. 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-MI982 - Standards for Concrete Pipe
Section 1820.07, Production, ofOPSS 1820 is deleted and replaced by the following:
1820.07
Production
1820.07.01
General
Production methods shall conform to the requirements ofCSA A257.1 and CSA A257.2.
Pipe for use in sewers up to and including 900 mID designated internal diameter shall be pipe of the
size and class required, and shall conform to the MOE Pre-qualification Requirements for Concrete
Sewer Pipe Plants.
The plant shall have a valid Pre-qualification Certificate at the time of production and delivery of
the pipe.
1820.07.02
Marking
Marking shall conform to the requirements ofCSA Standard A257.IM or A257.2M.
Pipe conforming to the MOE Pre-qualification Requirements for Concrete Sewer Pipe Plants shall
bear the letters "MOE".
Jacking Pipe shall be marked with the words "Jacking Quality".
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-12
12.
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26. DELIVERY OF TEST SAMPLES
The Contractor shall include in his tender prices for the cost of delivery of concrete test cylinders
and asphalt samples to a designated testing laboratory.
F or this contract the designated testing laboratory is
TSH Cobourg
27. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED
SPACES
Clause GC7.0L06 ofthe OPS General Conditions of Contract is amended by the addition of the
following:
Detailed written procedures addressing the confined space requirements of the Occupational Health
and Safety Act and Ontario Regulations for Construction Projects, Ontario Regulation 213/91, shall
be clearly posted at the project site and available to all personnel, including the Contractor's
workers, Authority staff, Contract Administrator, and Ministry of Labour inspectors.
The procedures must include the rescue procedures to be followed during a rescue or evacuation of
all personnel from an unsafe condition or in the event of personal injury.
The Contractor shall have personnel trained in rescue procedures readily available on site.
28. CONFINED SPACE ENTRY
Without relieving the Contractor of his responsibilities under the Occupational Health and Safety
Act the Contractor shall be responsible for the supply of personal protective equipment for the use
of the Contract Administrator, in connection with confined space entry while the Contractor is
operating on site.
The following equipment shall be made available on request:
. Mechanical Ventilation Equipment
. Gloves
. Gas Detector (C95-80)
. Full body harness securely attached to a rope
. Rope
. Gas mask or dust, mist or fume respirator (optional)
. 30 minute self-contained breathing apparatus (need not be worn but, if required, be readily
available to supply air for instant egress)
. 7 minute Escape Pack
. Explosion-proof temporary lighting
. Adequate clothing to ensure protection against abrasions and contamination.
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.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL200S-12
13.
29. ENTRY ONTO PRIVATE PROPERTY
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The Contractor shall not enter private property or property which is to be acquired to construct the
works without the prior consent of the Contract Administrator. This requirement will be strictly
enforced.
30. STORAGE AREAS
Clause GC3.06.01 of the General Conditions of Contract is amended by the addition 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.
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31. GENERAL LIABILITY INSURANCE
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The Regional Municipality of Durham shall also be named as an additional insured.
32. CONSTRUCTION LIEN ACT
The Contractor shall give the Authority notice in writing, immediately, of all lien claims or potential
lien claims coming to the knowledge of the Contractor or his agents.
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When a claim for lien is filed by a Subcontractor, labour or material supplier or equipment renter
acting under the Contractor, and proceedings are commenced by the Authority to vacate the lien, the
Contractor agrees and shall forthwith pay to the Authority, in addition to their reasonable legal fees
therefore, all interest costs and expenses incurred by the Authority and an additional sum equal to
ten percent (10%) of the sum found to be owing as liquidated damages, and such remedy shall be in
addition to any other remedy available to the Authority under the Contract Documents.
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Where any lien claimant asks from the Authority the production for inspection of the Contract
Documents or the state of the accounts between the Authority and the Contractor, the Contractor
shall be liable for an administration fee of Two Hundred Dollars ($200.00) for each request made as
compensation for the preparation of such accounting or for the preparation of the Contract, or both,
as the case may be, and the Contractor acknowledges that such administrative fee shall be properly
deductible, if the Authority should so choose, from monies otherwise payable to the Contractor
under the terms of the Contract Documents.
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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 indemnity 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.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-12
14.
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33. PROPERTY OWNER'S RELEASE OF PRIV A TEL Y OWNED LAND USED BY THE
CONTRACTOR
Upon completion of the Contract, the Contractor shall provide the Authority with two (2) copies of
a form of release signed by each property owner, upon whose land he has entered for purposes
associated with the Contractor's operations but not for the purpose of undertaking works stipulated
in the Contract:
Date .......................
To: Mr. A. S. Cannella, CET
40 Temperance Street
Bowmanville, Ontario
LlC 3A6
Re: Contract No. CL2005-12
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
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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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE
POLICY:
Contractors and Sub-contractors are responsible to ensure that their personnel are
updated on all safety concerns of the workplace and are aware of the safety
requirements as required by the Contractor under the Occupational Health and Safety
Act. Safety performance will be a consideration in the awarding of contract. Under the
Occupational Health and Safety Act (Section 23 (1), (2)), it is the constructor's
responsibility to ensure that:
the measures and procedures prescribed by the Occupational Health and Safety
Act and the Regulations are carried out on the proiect;
every employer and every worker performing work on the proiect complies with
the Occupational Health and Safety Act and the Regulations (under the Act); and
. the health and safety of workers on the proiect is protected.
. Where so prescribed, a constructor shall, before commencing any work on a
project, give to a Director notice in writing of the project containing such
information as may be prescribed.
DEFINITIONS:
Contractor - any individual or firm engaged by the Municipality to do work on behalf of
the Municipality.
Project - means a construction project, whether public or private, including,
. the construction of a building, bridge, structure, industrial establishment, mining
plant, shaft tunnel, caisson, trench, excavation, highway, railway, street, runway,
parking lot, cofferdam, conduit, sewer, watermain, service connection, telegraph,
telephone or electrical cable, pipe line, duct or well, or any combination thereof,
. the moving of a building or structure, and
. any work or undertaking, or any lands or appurtenances used in connection with
construction.
Construction - includes erection, alteration, repair, dismantling, demolition, structural
maintenance, painting, land clearing, earth moving, grading, excavating, trenching,
digging, boring, drilling, blasting, or concreting, the installation of any machinery or plant,
and any work or undertaking in connection with a project.
SCHEDULE (C
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
Constructor- means a person who undertakes a project for an owner and includes an
owner who undertakes all or part of a project by himself or by more than one employer.
Project Manager - means the municipal management representative who has
responsibility for a contract.
PROCEDURE:
The following items are required before any Contractors are hired by the Municipality.
a) Before beginning a project, the project manager or delegate must determine
whether any designated substances/hazardous materials are (or will be) present
at the site and prepare a list of all these substances.
b) The project manager or delegate must include, as part of the request for
tender/quotations, a copy of the above-mentioned list. The list of designated
substances/hazardous materials must be provided to all prospective constructors
and/or contractors.
c) The request for tender/quotations will require prospective contractors to include a
list of the designated substances/hazardous materials that will be brought onto
the work site and material safety data sheets.
d) Before awarding a contract, contractor(s) will be required to complete and sign
the Health and Safety Practice Form (Schedule "A"). The Purchasing Office will
maintain all contractors safety performance records.
e) As part of the tender/quotation conditions, before award of a contract, the
contractor will be required to provide proof that all workers involved with the
project have the proper WHMIS training, as required by the Occupational Health
and Safety Act.
f) As part of the tender/quotation conditions, before award of a contract, the
contractor must provide details of their Health and Safety program.
g) The project manager or delegate must provide the successful contractor with a
workplace orientation, which will include, but not limited to identifying known
potential hazards, hazardous material inventory and material safety data sheets
for the sites. A workplace orientation/Job Safety Instruction Checklist to be
completed (see Compliance page 9).
h) Before the start of the assignment, the following documentation will be provided
to the successful contractor, by the project manager or delegate.
i) Copies of the Municipal Corporate Health and Safety Program
Ii) Departmental health and safety policies
iii) Workplace procedures regarding health and safety practices.
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
i) The contractor has the responsibility to provide any and all prescribed personal
protective equipment for their own workers, to include as a minimum but not
limited to hard hats and safety boots. If a worker(s) fails to comply with any
program, policy, rule or request regarding health and safety, that person(s) is not
allowed on the site until the person(s) complies.
j) The Municipality will retain the right to document contractors for all health and
safety warnings and/or to stop any contractors' work if any of the previously
mentioned items are not in compliance. Similarly, the Municipality will have the
right to issue warnings and/or to stop work if there are any violations by the
contractor of the Occupational Health and Safety Act, Municipal Health and
Safety programs, policies, rules, and/or if the contractor creates an unacceptable
health and safety hazard. Written warnings and/or stop work orders can be given
to contractors using Contractor Health and Safety Warning/Stop Work Order
Form (Schedule "8").
k) Where applicable, the Municipality will retain the right to allow municipal
employees to refuse to work in accordance with the established policy and the
Occupational Health and Safety Act, in any unsafe conditions.
I) The Purchasing Department will maintain current certificates of clearance until all
monies owing have been paid to the contractor.
m) Responsibility for ensuring contractor compliance to this policy falls upon the
project manager or designate. This will include identification, evaluation and
control practices and procedures for hazards and follow-up and issuing of
Contractor Health and Safety Warning/Stop Work Orders.
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
HEALTH AND SAFETY PRACTICE FORM
To Contractor(s):
The Municipality of Clarington is committed to a healthy and safe working environment for all
workers. To ensure the Municipal workplace is a healthy and safe working environment,
contractors, constructors and subcontractors must have knowledge of and operate in
compliance with the Occupational Health and Safety Act and any other legislation pertaining to
employee health and safety.
In order to evaluate your company's health and safety experience, please provide the
accident/incident and/or Workplace Safety and Insurance Board (WSIB) information noted
below, where applicable.
. The New Experimental Experience Rating (NEER)
_ The WSIB experience rating system for non-construction rate groups
.............................................................................................
. The Council Amended Draft #7 (CAD-7) Rating
_ The WSIB experience rating system for construction rate groups
.............................................................................................
Injury frequency performance for the last two years
- This may be available from the contractor's trade association
.............................................................................................
. Has the contractor received any Ministry of Labour warnings or orders in the last two
years? (If the answer is yes, please include the infraction).
Confirmation of Independent Operator Status
_ The WSIB independent operator number assigned:
(Bidders to include the letter confirming this status and number from WSIB with their bid
submission.)
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
CONTRACTOR'S STATEMENT OF RESPONSIBILITY
As a contractor working for the Municipality of Clarington, I/we will comply with all
procedures and requirements of the Occupational Health and Safety Act, Municipal
safety policies, department and site specific policies and procedures and other
applicable legislation or regulations. I/we will work safely with skill and care so as to
prevent an accidental injury to ourselves, fellow employees and members of the public.
1. The contractor/successful tenderer certifies that it, its employees, its
subcontractors and their employees,
a) are aware of their respective duties and obligations under the
Occupational Health and Safety Act, as amended from time to time, and
all Regulations thereunder (the "Act'); and
b) have sufficient knowledge and training to perform all matters required
pursuant to this contract/tender safely and in compliance with the Act.
2. In the performance of all matters required pursuant to this contract/tender, the
contractor/successful tenderer shall,
a) act safely and comply in all respects to the Act, and
b) ensure that its employees, it subcontractors and their employees act
safely and complying all respects with the Act.
3.
The contractor/successful tenderer shall rectify any unsafe act or practice and
any non-compliance with the Act at its expense immediately upon being notified
by any person of the existence of such act, practice or non-compliance.
4.
The contractor/successful tenderer shall permit representatives of the
Municipality and the Health and Safety Committee on site at any time or times for
the purpose of inspection to determine compliance with this contractor/tender.
5.
No act or omission by any representative of the Municipality shall be deemed to
be an assumption of any of the duties or obligations of the contractor/successful
tenderer or any of its subcontractors under the Act.
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 contract/tender;
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
b) against any action or claim, and costs related thereto, brought against the
Municipality by any person arising out of any unsafe act or practice or any
non-compliance with the Act by the contractor/successful tenderer or any
of its employees, its subcontractors or their employees in the
performance of any matter required pursuant to this contract/tender; and
c) from any and all charges, fines, penalties, and costs that may be incurred
or paid by the Municipality (or any of its council members or employees)
shall be made a party to any charge under the Act in relation to any
violation of the Act arising out of this contract/tender.
.. .&,J.... .?.''4-J~.<:\J.... L'11,:r!.~................... .E.-/,J, ,~... ..j...... . (4,$,FIV.-s.:",; .........
Contractor Name of Person Signing for Contractor
........ A.v.........~.............................................. ,.:1 ~,V.?. 15,...2.... .<is.................
Signature of Contractor Date
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
Schedule "B"
CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER
The purpose of this form is to: (Issuer to check one of the following)
Provide warning to the contractor to immediately discontinue the unsafe work practice
described below
Direct the contractor to immediately cease all work being performed under this contract
due to the unsafe work practice described below.
FAILURE TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A
BREACH OF CONTRACT.
PART "A" - DETAILS OF CONTRACT
CONTRACT/P.O. #
DESCRIPTION:
NAME OF FIRM:
PART "B" - DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER)
SCHEDULE (C)
CONTRACTOR SAFETY
DATE & TIME OF INFRACTION:
DESCRIPTION OF INFRACTION INCLUDING LOCATION:
ORDER GIVEN BY MUNICIPALITY:
DID THE CONTRACTOR COMPLY WITH THIS ORDER?
DATE & TIME OF COMPLIANCE:
ISSUED TO:
CONTRACTOR'S EMPLOYEE TITLE
ISSUED BY:
MUNICIPAL EMPLOYEE, DEPARTMENT TITLE
PART "C" - ADDITIONAL COMMENTS
THIS SECTION IS TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS
SUBSEQUENT TO ISSUING THE WARNING/STOP WORK ORDER, I.E. DATE AND TIME
WORK RESUMED, FURTHER ACTION TAKEN, ETC.
SlAdmin/Forms & SpecsJClaringtonIPolicy-MOC
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2005-12
SPECIAL PROVISIONS - TENDER ITEMS
PI29427fSpeetI20a0S.SP-T1.doc
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PAGE ONE
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-12
PART 'A' - ROADWORKS AND STORM SEWERS
CLEARING AND GRUBBING - ITEM NO. I
For the lump sum bid under this Item, the Contractor shall also include for sawcutting trees fronting
House No. 307, into 2 metre lengths and stockpiling on the Owner's property at a location of their choice.
All brush from tree trimming shall be removed from the site.
EARTH EXCAVATION (GRADING) - ITEM NO.2
Payment under this Item shall also include:
. Removal and disposal of asphalt from all streets.
. Removal and disposal of asphalt from entrances.
. Proof rolling of subgrade.
Of the total volume of 10,425 m3, 3,119 m3 is topsoil stripping. All topsoil shall be disposed of off the
site at a location arranged for by the Contractor. The volume of concrete base to be removed shall not be
deducted from the earth excavation volume.
Granular materials removed from the old road bed may be used as Granular 'B' in road sub-base at the
Contractors discretion. Handling and stockpiling of this material is subject to the approval of the Contract
Administrator.
In calculating the volume of stripping, a depth of 300 mm has been assumed for topsoil depth in areas
outside the right-of-way used to accommodate cut or fill situations.
Excavation of any deleterious material encountered shall be measured and paid for under this Item,
additional to the plan quantity volume.
The area of the existing Scugog Street which lies outside the new construction, but within the contract
limits, shall be regraded with excavated earth material following removal of concrete base. The area shall
be graded as directed by the Contract Administrator and shall be left ready to receive topsoil and seed.
The Contractor shall also note that rough grading for proposed lots abutting Scugog Street may be
undertaken prior to commencement of work on this Contract.
HOT MIX HL-3 AND HL-8 - ITEMS NO.3 AND 4
The Contractor shall supply all materials required for the proper execution of paving in accordance with
OPS 310. Asphalt shall be PGAC 58-28.
The Marshall Stability for HL-3 surface course shall be a minimum 8,900 and for HL-8 lower binder
course a minimum of 8,000.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL200S-12
2.
The unit price under these Items shall include for the following:
. Forming curb at catchbasin and catchbasinlmaintenance hole locations.
. Construction of step joints at limits of construction at Middle Road.
. Forming temporary ramps at limits of construction.
The Contractor shall note that the entrance to House No. 307 shall be paved all the way to the garage and
shall include paving of a turn-around area.
The depths of asphalt for streets and entrances are indicated on the drawings.
Of the quantity of 1,656 tonnes ofHL-8, approximately 34 tonnes are required for school entrance base
course paving. The Contractor shall allow for this in his unit price bid for HL-8.
ASPHALT GUTTER - ITEM NO.5
Payment shall be made under this Item for the supply and placing of asphalt in gutters, in accordance with
OPSD 601.010 Type 'B'.
GRANULAR 'A' OR CRUSHED STONE FOR ENTRANCES - ITEM NO.6
GRANULAR 'A' AND GRANULAR 'B', TYPE I - ITEMS NO.7 AND 8
Payment shall be made under these Items for supply, placing and compacting of Granular' A' and
Granular 'B', Type 1.
Entrances may be constructed in Granular' A' or crushed stone to match existing.
The Contractor shall note that granular material removed from the existing road bed has been tested and it
meets the gradation requirements for Granular 'B', Type 1. This material may be used to construct the
new road sub-base provided it can be handled and stockpiled with restriction to normal operations and
traffic movement. An appropriate price adjustment shall be agreed with the Contractor for the use of such
material.
Additional material, if required for the reshaping of the entrance to House No. 307, prior to paving, shall
be paid for under the Granular' A' Item.
The depth of granular materials for streets and entrances are indicated on the drawings.
CONCRETE IN SIDEWALK - ITEM NO.9
Where new sidewalk connects to existing sidewalk, an expansion joint shall be constructed at these
locations. Every joint shall be a contraction joint except where expansion joints are indicated. No
Granular 'A' base is required in the sidewalk construction. Sidewalk at entrances shall be 150 mm thick
in accordance with Municipal Standard C-307.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL200S-12
3.
CONCRETE CURB FOR ENTRANCES - ITEM NO. 10
CONCRETE CURB AND GUTTER (ALL TYPES) - ITEM NO. 11
CONCRETE CURB AND GUTTER (FIRST STAGE) - ITEM NO. 12
A 2 metre length of curb and gutter shall be omitted at each catchbasin where barrier curb and I st stage
curb are to be constructed. The unit price bid shall include for sawcutting existing curb at point of
connection to new curb. Subsection 353.07.06 ofOPSS 353 is amended in that transverse jointing of
curb and gutter shall be at a maximum spacing of 4.0 m.
Subsection 353.05.01 ofOPS 353, September 1996, is amended by the addition of the following:
The air content of concrete placed by extrusion methods shall not be less than 4.5 % when tested in place
in a plastic state.
First stage only of two stage curb and gutter will be constructed under this Contract.
100 MM DIA. PERFORATED CORRUGATED PIPE SUBDRAIN WITH GEOTEXTILE - ITEM
NO. 13
The Contractor shall supply and place perforated corrugated polyethylene pipe complete with geotextile
sock. Backfill to subdrains shall be Granular 'B', Type I, paid for under Item No.8 and not Granular 'A'
as shown on Standard C-301.
STORM SEWERS AND STORM SEWER LATERALS - ITEMS NO. 14-21
Under these Items and for the unit price bid, the Contractor shall supply all materials, labour and
equipment and all pipes of the required type, size and class.
The concrete pipe bedding shall be Class 'B' using crusher run limestone, cover shall be sand and backfill
shall be native material.
For all PVC pipe bedding shall be Class 'P' using crusher run limestone, sand cover and native backfill.
Type 3 soil conditions can be assumed for Class 'B' bedding.
There may be a requirement for the use of filter wrapped clear stone in wet conditions.
The Contract Administrator shall approve the bedding prior to use.
Bedding, cover and backfill to sewers shall be in accordance with OPSD 802.031 and S-40 I.
Connection of catchbasin leads and laterals shall be by manufactured tees or by an approved coring
method.
Measurement for storm lateral riser connections shall be made vertically along the centre line from the
connection at the main sewer to the point where the lateral can be measured horizontally and this shall be
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL200S-12
4.
added to the horizontal measurement. Storm laterals shall only be installed for development lots and not
existing homes.
Existing sump pump outlets shall be located and connected to the new storm sewer by individual
connections at each location. Connecting pipe shall be PVC SDR-28 as per storm laterals for
development lots. Restoration beyond property line, if required, will be measured and paid for under the
Items appropriate to such work.
Laterals for existing homes shall be constructed to street line.
The unit price bid shall be deemed to include the cost of a closed circuit television inspection of the
completed sewers, in accordance with OPSS No. 409.
CA TCHBASINS AND MAINTENANCE HOLES - ITEMS NO. 22-26
Structures shall be installed in accordance with Municipal Standards C-lDI, C-I04 and C-lDS.
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:
. Providing a knock out to Maintenance Hole No. 12.
. Grading of ditch at structure on Mill Lane.
. Placing a minimum of three rows of adjustment units on each maintenance hole or maintenance
hole/catchbasin.
. Supply and installation of safety grates on structures indicated on the drawings.
All catchbasins shall be fitted with sumps. Maintenance holes shall be benched. Catchbasin and
catchbasinlmaintenance holes shall be constructed to the level of base course asphalt in this Contract
(middle binder level). Maintenance holes and catchbasins shall be fitted with frames, covers and grates in
accordance with Municipality ofClarington Standards C-Il3 and C-114, OPSD 400.010 and OPSD
400.030. The Municipality of Clarington Standards will take precedence over OPS Standards indicated
on the drawings.
All catchbasins fronting the proposed development north ofScugog Street shall be fitted with geotextile
filter fabric during construction and this shall remain in place until Stage 2 curb and gutter is completed.
Filter fabric shall be "Siltrock" distributed by Terrafix Geosynthetics Inc. or approved equivalent. Filter
shall be placed under the catchbasin grate.
BREAK INTO EXISTING MAINTENANCE HOLE NO.9 AND REBENCH - ITEM NO. 27
Payment under this Item shall be made for the following work:
.
Break into existing Maintenance Hole No.9 and dispose of materials.
Remove benching as required to facilitate connection and dispose of materials.
Connect 1200 mm Dia. storm sewer.
Supply all materials and rebench maintenance hole to suit new connection.
.
.
.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-12
5.
. Clean out structure on completion.
ASPHALT SAWCUITING -ITEM NO. 30
Payment shall be made under this Item for the sawcutting of all road and entrance asphalt at the limits of
road and entrance construction. The unit price shall be deemed to cover all sawcutting at whatever depth
of asphalt is encountered.
SInEW ALK REMOVAL (ST. STEPHENS SECONDARY SCHOOL) - ITEM NO. 31
Payment shall be made under this Item for the removal of sidewalk as required on the north side of the
entrance to St. Stephens School. Extent of removal shall be agreed with the Contract Administrator.
Concrete rubble resulting from sidewalk removal shall be disposed of off the site at a location arranged
for by the Contractor.
Payment shall include for sawcutting as required.
CURB REMOVAL (ST. STEPHENS SECONDARY SCHOOL) - ITEM NO. 32
Payment under this Item shall include for sawcutting of concrete curb and gutter at the entrance to St.
Stephens School.
All rubble resulting from curb and gutter removal shall be disposed of off the site at a location arranged
for by the Contractor. The unit price bid shall include for sawcutting as required. The extent of removal
shall be agreed with the Contract Administrator.
REMOVAL OF CULVERTS AND SEWERS -ITEM NO. 33
Backfill to excavation resulting from culvert removal, which is below subgrade level, shall be approved
native material. Culvert pipe shall be removed from the site and disposed of at a location arranged for by
the Contractor.
REMOVAL OF CONCRETE BASE - ITEM NO. 34
Payment shall be made under this Item for the removal of non-reinforced concrete road base within
existing Scugog Street. The soils report indicates the base varies in thickness from approximately 100
mm to 400 mm.
All rubble resulting from the removal shall be disposed of off the site at a location arranged for by the
Contractor.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-12
6.
REMOVAL OF CA TCHBASINS - ITEM NO. 35
Frame, grate and precast structure shall be salvaged and stored on site for reuse.
TOPSOIL (IMPORTED) AND SOD (NURSERY, UNSTAKED) - ITEM NO. 36
TOPSOIL (IMPORTED) AND SEED - ITEM NO. 37
Screened topsoil shall be placed to a minimum depth of 100 mm in areas to be vegetated with the new
road and boulevard construction and to restore the area ofScugog Road which is to be scarified and
seeded. It is not anticipated that there will be suitable topsoil available from stripping operations.
Subsection 570.05.01 ofOPSS 570, August 1990 is amended by the addition of the following:
The topsoil shall be tested to ensure there are no deficiencies with respect to fertility levels. The soil shall
consist of a minimum 4% organic matter. The phosphorous level shall be 30 ppm +/- 2 ppm. The
potassium level shall be 235 ppm +/- 30 ppm. The soil shall have a base saturation of calcium of75%,
+/- 10%. The base saturation of sodium shall be a maximum of 0.5%. The pH level shall be between 6.0
and 7.0. A copy of the topsoil testing report shall be provided to the Contract Administrator. Payment
for this testing shall be included in payment under the respective topsoil items.
If the topsoil does not meet all of the fertility elements the soils shall be treated with the required
amendments as recommended by the topsoil analysis report.
Seed shall be Standard Roadside Mix. The limits of the area to be seeded shall be agreed on site with the
Contract Administrator.
The Contractor is advised that in spite of the requirements ofOPSS 571 and the efforts of homeowners,
should sod not establish to the satisfaction of the Municipality within the two year maintenance period,
the Municipality reserves the right to implement additional works to remedy the situation.
GEOTEXTlLE (PROVISIONAL) - ITEM NO. 39
Payment shall be made under this Item for the supply and placing of geotextile Terratrack 24-11 as
manufactured by Terrafix or approved equivalent. Geotextile shall be placed on subgrade areas where
directed by the Contract Administrator.
H.L.-S BLEND CLEAR STONE BEDDING (PROVISIONAL) - ITEM NO. 40
Payment shall be made under this Item for the following work in connection with storm sewer
installation:
. Excavation of unsuitable materials below standard bedding depth.
. Disposal of surplus excavated materials off the site of the works.
. Supply and placement of Geotextile Terratrack 24-11 as wrap to clear stone.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-I2
7.
. Supply and place 19 mm clear crusher run stone bedding to depths as directed by the Contract
Administrator.
SILT FENCE (PROVISIONAL)-ITEM NO. 41
Payment shall be made under this Item for the supply of materials and the erection of silt fencing at
locations as directed by the Contract Administrator.
Payment for erection, maintenance and removal shall be in accordance with OPSD 577.
MISCELLANEOUS WORKS - ITEM NO. 42
Payment shall be made under this Item for work on a time and material basis. Work under this Item shall
include but is not limited to the following:
.
Removal and relocation of mail boxes.
Relocate split rail fence at House No. 307.
Relocate underground wire for invisible fence at House No. 307.
Relocate existing sign (saw blade) at House No. 307.
Removal and disposal of existing concrete headwall at the intersection of Scugog Street and Mill
Lane.
.
.
.
.
STREET TERMINATION - ITEM NO. 43
Payment shall be made for the supply of all labour, equipment and materials required to construct street
termination in accordance with Municipal Standard C-401.
SUPPLY AND INSTALLATION OF PLANT MATERIAL - ITEM NO. 44
No planting shall commence until location of utilities has been confirmed in the field. I
Payment shall be made under this item for the supply and installation of plants in accordance with the
Contract Drawings.
All planting and related work shall be done by experienced, qualified personnel under the direction and
supervision offoremen 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.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-I2
8.
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 Engineer.
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 Engineer 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.
Submit a written warranty to the effect that all materials and workmanship is 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 the Contractor's warranty responsibilities for an additional year if, at end of
initial warranty period, plant condition is not sufficient to ensure future health.
MISCELLANEOUS LANDSCAPING - ITEM NO. 45
Under this Item the Contractor shall be paid on a time and material basis for landscaping work at House
Nos. 360 and 368 Scugog Street.
The Contract Administrator shall agree the works in negotiation with the respective homeowners.
PART '8' - SANITARY SEWER AND APPURTENANCES
SANITARY SEWER AND APPURTENANCES
Reference: .1 Construction of all sanitary sewers and appurtenances in accordance with Region of
Durham Standard Specifications revised March 2004 - Section 02530.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-12
9.
.2 Contract Drawings and Details for Contract No. CL2005-12.
SANITARY SEWER PIPE - ITEMS NO. 2.01.02A - 2.01.19D
Reference: Contract Drawings and S-401
Include: .1 Sawcutting of trenching beyond limits of road construction.
.2 Backfilling of sanitary sewers with approved native material.
.3 Removal of plug on existing 375 mm Dia. sewer and connecting new sewer pipe.
SERVICE CONNECTIONS - ITEM NO. 2.03.01
Reference: Contract Drawings and S-301 and S-401
Include: . I
Note: .1
Marking and recording of location and elevation of plugged ends of service connections.
Sanitary laterals shall be installed beyond street line as per Standard S-301 and capped.
.2 Laterals shall not be backfilled until "as constructed" inverts are surveyed by the Contract
Administrator.
.3 Measurement for payment shall be in accordance with RMDSS Section 02530, 1.6.
.4 The required location for new service connections shall be confirmed by the Contract
Administrator.
CLEANOUTS -ITEM NO. 2.03.07
Reference: RMD Detail S-303
Include: . I Supply and installation of all materials necessary to construct cleanout as per Detail S-
303.
.2 Supply and installation of Sand Fill cover for exposed pipe. Reference RMDSS Section
02530,2.8 for gradation requirements of the Sand Fill material.
.3 All miscellaneous items.
Note: .1 Measurement of Payment - each.
.2 Basis of Payment - unit price bid will include all labour, equipment and materials to
supply and install cleanout.
.3 Cleanouts shall be installed at locations to be determined on site by the Contract
Administrator.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL200S-12
10.
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.4 Cost of excavation, backfill and surface restoration shall be deemed to be included in the
unit price for service connection and restoration items.
SANITARY SEWER MAINTENANCE HOLES - ITEMS NO. 2.04.09A - 2.04.10L
Reference: RMDSS Section 02631, Contract Drawings and Standards
Include: .1 Maintenance hole steps as per OPSD 405.010.
.2 Setting of frame and grate to middle binder course level.
Note: .1 Drop structure shall be in accordance with the requirements ofS-107
EXCAVATE FOR UTILITY VERIFICATION - ITEM NO. 2.40.02
Payment shall be made under this Item for excavating as directed to confirm utility depth and location.
The unit price bid shall include for backfilling with compacted native material.
PART 'c' - WATERMAIN AND APPURTENANCES
WATERMAIN AND APPURTENANCES
Reference:.1 Construct all watermain and appurtenances in accordance with Standard Specifications
for the Construction of Watermains - Revised March 2004, Section 02511.
.2 Contract Drawings and Details for Contract No. CL2005-12
W A TERMAIN PIPE - ITEMS NO. 3.01.02 and 3.01.04
Reference: Contract Drawings and S-435
Include: .1
.2
Cathodic protection at all points of new PVC main to existing ferrous main.
Mechanical restraining of all joints in combination with granular thrust blocks.
Note: .1
It is intended that a contract for the installation of the 300 mm Dia. main (as indicated on
D. G. Biddle Drawing No. C-4) will be awarded and that this main will be in place before
construction on this contract commences.
REMOVE EXISTING VALVE BOX - ITEM NO. 3.02.04
Reference: Contract Drawings
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL200S-12
11.
Include: .1 Excavation to grade and disposal of surplus material.
.2 Removal and disposal off site of valve box.
.3 Backfill with native material and compaction.
.4 Valve to be turned to the "off' position.
CONCRETE PLUG IN ABANDONED PIPE - ITEM NO. 3.02.06
Reference: Contract Drawings
Include: .1 Sawcutting of existing cast iron pipe.
.2 Removal and disposal off site of existing pipe including fittings, valves, etc. as reqttired.
.3 Supply and placement of 20 MPa concrete plug in the ends of the existing waterrnain.
Minimum length of concrete plug shall be 300 mm.
STONE FOR EXTRA DEPTH BEDDING (HL-8 BLEND CLEAR CRUSHED STONE) - ITEM
NO. 3.02.14
Reference: RMDSS and Detail S-401
Include: .1 Extra excavation of unsuitable native materials below standard bedding depth and
disposal of surplus materials.
.2 Supply, placement and compaction ofHL-8, clear stone blend.
.3 Supply and place Geotextile Terratrack 24-11 as wrap to clear stone.
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 box 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 middle binder asphalt course.
The unit price shall include for all labour, materials and fittings and disposal of surplus excavated
material.
NEW HYDRANT WITH STORZ PUMPER NOZZLE - ITEM NO. 3.04.01
Reference: RMDSS Section 02511, RMD Detail S-409
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Supply and installation of hydrant, anchor tee and resilient seal gate valve and box and
including any hydrant extensions and/or valve box and rod extensions as shown on the
Contract Drawings.
.3 Supply and installation of filler piece WM pipe regardless of length.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-12
12.
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.4 Supply and installation of mechanical restrainers.
.5 Cathodic protection as per S-435.
.6 Backfill with approved native material and compact.
TEMPORARY FLUSHING HYDRANT - ITEM NO. 3.04.03
Include: .1
.2
.3
.4
.5
Note: .1
.2
Excavation to grade and disposal of surplus materials.
Supply of temporary hydrant meeting requirements ofRMDSS Section 0251 1, except for
Storz pumper nozzle and inner workings of hydrant.
Complete installation of piping, hydrant, blocking, tie rods as per S-409 and removal
upon completion.
Supply and installation of all other materials as required.
Backfill with approved native material and compaction.
Contract allows for installation of temporary flushing hydrants on side street connections.
Hydrant shall remain the property of the Contractor.
REMOVE EXISTING HYDRANT COMPLETE - ITEM NO. 3.04.05
Include: . I Excavation.
.2 Removal and separation of valve and piping, cleaning, salvaging and transporting
existing hydrant and appurtenances complete to the Orono Depot.
.3 Removal and disposal off site of existing secondary valve box.
.4 Supply and placement of20 MPa concrete plug in the ends of the existing watermain that
is to be abandoned in place. The minimum length of concrete plug shall be 300 mm.
.5 Backfill with approved native material and compact.
MAIN STOP -ITEMS NO. 3.05.01 and 3.05.02
Reference: RMD S-41 0
Include: .1
.2
Supply and installation complete with saddle, union adapter, connections, etc.
Connection to new service pipe.
CURB STOP AND BOX - ITEMS NO. 3.05.06 and 3.05.07
Include: .1 Removal of existing curb stop, box and rod.
.2 Supply and installation complete as per RMD Detail S-4 I O.
.3 Stainless steel rod with brass pin.
WATER SERVICE CONNECTIONS - ITEMS NO. 3.05.11 AND 3.05.12
Reference: RMDSS 02511 and RMD Detail S-410
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-12
13.
Include: .1
.2
Note: .1
.2
Cathodic protection as per S-435.
Abandon existing service boxes. Remove box and rod and dispose of and turn to "oft"
position.
Water service shall be connected to existing service at street line on all streets.
Where lead services are encountered these shall be removed and full length of the service
replaced to the house.
19 MM TEST POINT - ITEM NO. 3.06.01
Reference: RMD Detail S-429
Include: .1 Supply and installation of all corporate main stops, valves, backtlow preventers, copper
tubing, fittings, etc.
.2 Removal of all main stops upon completion of testing and tlushing.
.3 Supply and installation of a brass plug in locations where main stops are removed.
.4 Backfill with approved native material.
50 MM BLOWOFF - ITEM NO. 3.07.02
Reference: RMD Detail S-406
Include: .1 Excavation and disposal of surplus materials
.2 Supply and installation as per S-406.
.3 Backfill with approved native material and compact.
TEMPORARY WATER SUPPLY TO RESIDENCES - ITEM NO. 3.11.01
Reference: RMDSS Section 01510
Include: .1 Supply and installation of temporary by-pass line, service connections and valves and
check valves where required.
.2 Chlorination of temporary by-pass lines and service connections.
.3 Protection of the installation from damage as specified in "Driveway Protection" and
"Burying By-pass" below.
.4 Removal of by-pass line, service connections and plugging oftemporary taps.
.5 Temporary shut-off of private services by operation of curb-stops or such other means as
required.
.6 Permanent surface restoration of the site upon completion of the work.
.7 Measurement for Payment - per house supplied with temporary water connection.
Temporary by-pass lines shall be supplied by connections at each end of the line where practical. Where
the ends are at different pressure districts, a check valve shall also be installed. Valves shall be installed
in the by-pass in the vicinity of existing main line valves on the line being removed labandoned and at
such other locations as the Contract Administrator may direct. The existing watermain shall not be
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-12
14.
removed from service until the installed by-pass line has been approved by the Contract Administrator in
writing.
The Contractor shall make all shut-offs of property services and shall furnish water for the temporary by-
pass service from a hydrant or other temporary source.
Safety measure shall be taken by the Contractor to the satisfaction of the Contract Administrator but such
provisions shall not relieve the Contractor of full responsibility for the adequacy of protection.
Drivewav Protection
The Contractor shall be required, at his own expense, to mound over the by-pass pipe with asphalt or
other acceptable material, wherever it crosses a driveway or sidewalk in order to prevent injury or damage
to vehicular or pedestrian traffic. Building paper or other such material, as approved by the Inspector,
shall be placed before mounding up the asphalt. Such lights and barricades as may be required shall be
furnished and maintained by the Contractor. In general, the temporary service pipe shall be laid where it
will cause the least obstruction and is least liable to be damaged.
Burying Bv-Pass
At all street crossings, the Contractor shall cut and remove asphalt across streets to permit burying the by-
pass pipe, without disturbing the concrete base, where applicable and shall replace the asphalt in kind
when the pipe is removed.
EXCA V A TE FOR UTILITY VERlFICA TION - ITEMS NO. 2.40.02, PART 'B' AND 3.40.02,
PART 'C'
Prior to any construction, test pits are to be dug by the Contractor to determine the field location and
elevation of existing utilities where agreed with the Contract Administrator. The utility shall be exposed
and field measured.
Payment at the unit price shall be full compensation for all labour, equipment and materials to do the
work including excavation, measurements and backfilling.
PART 'D' - GENERAL ITEMS
SUPPLY AND MAINTAIN FIELD OFFICE - ITEM NO. 8.01.01
Under this Item the Contractor shall supply and maintain a field office for the sole use of the Contract
Administrator as described in Clause 17 of the Special Provisions - General.
Payment shall be made at 50% on the first Payment Certificate and the 50% balance will be paid on the
Payment Certificate following issuance of the Certificate of Substantial Performance.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL200S-I2
15.
BONDS, INSURANCE AND MAINTENANCE SECURITY - ITEM NO. 8.02.01
Reference: RMDSS, Section 01001
Include: .1 100% Performance and Guaranteed Maintenance Bond for 24 months.
.2 100% Labour and Materials Payment Bond.
.3 Liability Insurance based on the Contract Price.
100% payment of this Item shall be made on the first Payment Certificate.
MOBIUZA TION AND DEMOBIUZA TION - ITEM NO. 8.03.01
Reference: RMDSS, Section 01001
The contract price stated in the Tender Form for this Item shall be compensation for the following:
.1 Security protection of the Contractor's office, plant and sorted materials during the course of the
Contract.
.2 Moving onto the site and setting up the Contractor's office, storage facilities, plant, etc.
.3 Providing all necessary access to the project including haul roads as required and the restoration
of the surfaces to their original condition after the haul roads are removed.
.4 Moving off the site and removal of the Contractor's office, storage facilities, plant, etc.
Payment will be made as follows:
50% of the lump sum stated in the Tender Form for this Item will be paid on the first Payment
Certificate; and,
the 50% balance will be paid on the Payment Certificate following issuance of the Certificate of
Substantial Performance.
PRE-CONDITION SURVEY - ITEM NO. 8.05.01
Pre-Condition Survey shall be carried out to depict existing interior and exterior conditions of building,
utilities, monuments, bridges, structural improvements, streets, driveways, sidewalks, within the area
of influence of the work site and/or specified distances.
The "area of influence" is that radius of distance adjacent to heavy construction, within which structures
and property are subject to possible damage.
The Pre-Condition Survey shall be completed on all structures, or part thereof, within 30 metres of any
work, at a minimum. Additional inspections may be required, if deemed necessary by the Vibration &
Noise Consultant commissioned to carry out this work.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-12
16.
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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$l,ooO,OOO.oo.
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 ofIntroduction from the Owner 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.
This letter serves to acquaint residents with proposed construction in the area.
Inaccessible Properties
Should access to a premises by the Inspector be prohibited for any reason, Le., absent
owner/Iessor/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/Iessor/manager)
. Reason(s) for entry refusal or inaccessibility
Photographic Documentation
Photographic equipment and materials used are capable of yielding high quality negatives from which
detailed enlargements may be made.
Pavment
100% payment of this Item shall be made on the first Payment Certificate on proof that the survey has
been completed.
Pre-Condition Survev Report
Documentation of exterior and interior conditions of each property/item surveyed includes, as a
minimum:
. Vintage and type of construction
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-I2
17.
. Description/depiction/dimension of differential settlements (visible cracks in walls, floors,
ceilings) or any other apparent structural or cosmetic damage or defect
Copies of Introduction Letters, Notification Letters and Refusal Letters are to be included in the report.
Completed Pre-condition Survey data is to be assembled in a formal comprehensive report, including
Summary Sheet.
The application of a "Pre-Condition Survey" is optional and should be reviewed for each project with the
Owner.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2005-12
STANDARD DRAWINGS
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STANDARD NO.
Staging 1
OPSD- 218.01
310.020
310.030
310.050
350.010
351.010
400.010
400.030
404.020
561.010
600.060
601.010
608.010
701.021
704.010
C- 101
102
104
105
108
109
110
III
113
114
301
302
304
305
307
401
PAGE ONE
STANDARD DRAWINGS
CONTRACT NO. CL200S-12
DESCRIPTION
STAGING DETAILS
SODDING OF SIDE SLOPES
CONCRETE SIDEWALK ADJACENT TO CURB AND GUTTER
CONCRETE SIDEWALK RAMPS AT INTERSECTIONS
SIDEWALK DRIVEWAY ENTRANCE DETAILS
URBAN INDUSTRIAL, COMMERCIAL AND APARTMENT ENTRANCES
URBAN RESIDENTIAL ENTRANCE
CAST IRON SQUARE FRAME WITH SQUARE OVERFLOW TYPE DISHED
GRATE FOR CA TCHBASINS
CAST IRON SQUARE FRAME WITH SQUARE V GRATE FOR CA TCHBASINS
ALUMINUM SAFETY PLATFORM FOR CIRCULAR MAINTENANCE HOLE
INTERLOCKING CONCRETE PAVERS ON GRANULAR BASE
CONCRETE SEMI-MOUNTABLE CURB AND GUTTER
ASPHALT CURB AND GUTTER
METHOD OF TERMINATION, CONCRETE CURB AND GUTTER
MAINTENANCE HOLE BENCHING AND PIPE OPENING DETAILS
MAINTENANCE HOLE AND CA TCHBASIN PRECAST ADJUSTMENT UNITS
1200 PRECAST CONCRETE MANHOLE
1500 - 3000 PRECAST CONCRETE MANHOLE
SINGLE CATCHBASIN
DOUBLE CATCHBASIN
STORM SEWER TRENCH BEDDING
PVC STREET CA TCHBASIN CONNECTION
HOUSE SERVICE LOCATIONS
PVC STORM SEWER SERVICE CONNECTION
ROUND MANHOLE FRAME AND COVER
BEEHIVE CATCHBASIN FRAME & COVER
PERFORATED PLASTIC SUBDRAINS
STANDARD CURB AND GUTTER
STANDARD TWO STAGE CURB AND GUTTER
CURB AND GUTTER DETAIL AT CA TCHBASIN
CONCRETE SIDEWALK
STREET TERMINA TION DETAIL
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STANDARD DRAWINGS
CONTRACT NO. CL200S-I2
S- 301
302
303
401
406
408
409
410
429
431
433
435
439
PI29427ISpeWStandDraw.d0l;
2
SANITARY SEWER HOUSE CONNECTIONS
SANITARY SEWER RISER CONNECTIONS FOR RESIDENTIAL,
INDUSTRIAL & COMMERCIAL DEVELOPMENTS
PVC SANITARY SEWER CLEANOUT
SANITARY, STORM AND WATER (MAIN AND SERVICE) TRENCH
BEDDING DETAILS
19 mm AND 50 mm BLOWOFF
100 mm to 400 mm DIA. GA TE VALVE AND VALVE BOX
HYDRANT ASSEMBLY WITH MECHANICALLY RESTRAINED JOINTS
19 mm AND 25 mm COPPER WATER SERVICE
19 mm TEST POINT BY-PASS
JOINT RESTRAINING LENGTH FOR PVC PIPE
THRUST BLOCKING FOR PVC W A TERMAINS
CATHODIC PROTECTION FOR TRACER WIRES ON PVC
CATHODIC PROTECTION FOR EXISTING FERROUS W A TERMAIN
"""'Docume'tl(;\GtSPRCJEGJS\12_;9<?'\M_\'~_2<>I:I'SlIlg",9.""dl
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Note 2
Ex:pansion
joint material
Finished road
surlace
Concrete R-5mm
sidewalk
LSUbgrade or granular
base os specified
510 e 2% to 4%
". .",.
" .....".;J#."
~....: ~
,f. ,.:
150mm
Note 1
,.
.
.. .
R=5mm
...
.' .
.... ".. '"
Curb and gutter
as specified
TYPICAL SECTION
5-W-
5
~:;~~,<"< j' .i[1
. 1..... . .1. .", .' 0 "'0
. ( ~ ~:':~ -.:} . ~~~.'~:. :~..'J~ ~ ~
Expansion
joint material
DUMMY JOINT
Curb and gutter
511
O.25T
':-~::..~.":" =:..Y. ': ..I~ 1I:7!5.
. ,'( ..H.: ":1."..::1 ~ ~
,'.. ;_...,'.....: ......,;,t. G
. ...... '.. .f. .,', #' 0 3:!
. :. .~., ':. ...... . " . :E II
"', .. Of .,.. J I-- _
. . . _ :.., ,', .. 0
Expansion
joints
CONTRACTION JOINT
R=5mm
Typ.
5
Dummy joints
Typ
: ~:" ";\ <. ill
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.:l. f ", ""', ~ "0
. _ .4 . .' ~. .., .2 "ii
. . "11 . ',,,, . f. . ): . . "J' f=. ....
.. _. . ." . 0
--II-- 1 2mm exponsion
joint material
Contraction
joint
JOINT L4.YOUT
EXPANSION JOINT
NOTES:
1 Sidewalk thickness at residential driveways
and adjacent to curb shall be 150mm.
At commercial and industrial driveways,
the thickness shall be 200mm.
2 Sidewalk width shall be increased to:
1.8m when adjacent to curb on
major roadways
204m at schools, bus stops and other
high pedestrian areas.
A All dimensions are in millimetres or
metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
CONCRETE SIDEWALK
ADJACENT TO
CURB AND GUTTER
----------
Date
OPSD -
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Stop or yield
street
Stop. or yield -:- -_:- -_-
street ......
". ".
". ".
Expansion joints
Typ
Expansion joint
material, Typ
. Through street
Curb ond gutter
Curb and gutter
Through street
UNSIGNAUZED INTERSECTIONS
- -
- -
- -
.". .
". ".
- -
". ".
. -.-
......
Back of sidewalk
Expansion joint
Typ
Directional lines
O.3m apart and
'.5m long - min
Typ
,_oL,.s--L,.o
RAMP ELEVATION
Curb and gutter
Finished road
surface
Expansion joint material
SIGNAUZED INTERSECTIONS
2.5m
Back of
sidewalk
.. : "..!"..
_Slope -8l1 max S~ desirable
...: .. :i.. : " : . ...",,!.
..: ".~" :
" .
".. ..
'"
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150mm min
~., .. ..::....."..
Sidewalk ramp
Curb and gutter
os specified
lYPlCAL RAMP SECTION
NOTES:
A Directional lines shall be 1 Ox1 Omm made B
with grooving tool having a 15mm radius.
All dimensions are in millimetres or
metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
1993 10 01
CONCRETE SIDEWALK RAMPS
AT INTERSECTIONS
Date
OPSD - 310.030
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DRIVEWAY DIMENSIONS
WIDTH RADIUS
lAND USE m
One W Two-Wo m
min mox min mox min mox
Ught Industrial 4.5 7.5 7.2 12.0 4.5 12.0
Commercial and rtment
Heavy Industrial 5.0 9.0 9.0 15.0 6.0 15.0
I r600mm min
J- Dropped curb !
DETAIL A
I
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Left 3.Om min.
turn if required
lane
See Table
~_-L_
Varies
---
Iloulewrcl
Concrete curb or
curb and gutter.
for entrance without
curb or curt> and llutter
lee Det<nl A
R-5.Om for light industrial
commercial and apartment
entrances on 2 lane roads
PlAN
Goon.... .
R=8.0m for all heavy industrial
entrances, and for commercial and
apartment entrances on 4 lane roods.
SidO'll"'"
Bole
Subbooe
NOTES:
A All dimensions are In mnllmetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
URBAN
INDUSTRIAl, COMMERCIAL AND
APARTMENT ENTRANCES
----------
----------
OPSD - 350.010
.m~'~~>;
~ i<':'~\~,
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See Table
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L Curt> and gutter
Sidewalk
600mm min
JOOmm I 300mm
min A ~in
PLAN
Entrance
Dropped
curt>
Boulevard
. - i
ISOMETRIC VIEW
Var
SN or SN ond entronce
SN[Entrance
4:P:max ~
m""
Dropped curb
SECTION A-A
DRIVEWAY Dlt.I~IONS
WIDTH
lAND USE m
51 Ie u e
mln mox mln mox
3.0 4.3 6.0 7.3
NOTES:
1 Maximum upgrade sholl be 10ll:.
2 Maximum downgrade sholl be 8".
A All dimensions are' In mlllimctres unless otherwise shown.
Residential
ONTARIO PROVINCIAL STANDARD DRAWING
April 1999
URBAN RESIDENTIAL
ENTRANC"E
----------
----------
OPSD - 351.010
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at entrances.
Typ \
~ 2751\ 225
-f>~ r R=5mm
For flexible Note 2 "d"a 251 h
pavement. ~~ _. 0
Typ_____ . . .t' : 1
n ,. ,. ....~...
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Loonr Acl~ wi~
for rigid povem<ont where sidewalk Is
25x75mm keyway adjacent to curb,
centred in concrete Typ
base.
Typ
Notes 1 and 3
Thickness of adjacent Sidewa'k'7
Typ
275 --r- 2251 . R=5mm
-f>~~o~ 251 II /
ILNote 2 ~.. tt1
R=5mm~ . '.f'. . l'
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:','.:,. <:.;;'-'-'5'-"':' ::........'l.-\-
-I ~~. 525 50
TANGENT
SUPERELEVATED
NOTES:
1 When curb and gutter is adjacent to concrete pavement or base. this drawing is
to be used in conjunction with OPSD-552.010 and 552.020.
2 Flexible and composite pavement shall be placed 5mm above the
adjacent edge of gutter.
3 For slipforming procedure. a 5" batter is acceptable.
A Treatment at entrances sholl conform with OPSD-351.010.
B Outlet treotment shall conform with OPSD-610 Series.
C The length of transition from one curb type to another shall be 3.0m. except in
conjunction with qulde rail. It shall conform to OPSD-900 Series.
o All dimensions are in millimetres unless otherwise shown.
LEGEND:
S - Rate of pavement Buperelevatlon In percent, ,..
ONTARIO PROVINCIAL STANDARD DRAWING
April 1999
600.060
CONCRETE
CURB WITH
SEMI-MOUNTABLE
STANDARD GUTTER
----------
----------
OPSD
-
I
PaYt depth ,--
Natel~
Tack coat surface
800
I
~
'"
-I--~ J
Existing povt ___T:~":_~rface ___~
200
ASPHALT CURB
MACHINE lAID
<;
"
~
PaYt depth ,
Note 1 ~
T Qck coat surface --
ASPHALT GUTTER - lYPE 'A'
ASPHALT GUTTER - lYPE 'B'
ONTARIO PROVINCIAL STANDARD DRAWING
April 1999
NOTES:
1 Depth of gutter at pavement edge to equal depth of new pavement
but In no case less than 130mm.
A All dimensions are In mUlimetros unless otherwise shown.
ASPHALT CURB
AND ASPHALT GUTTER
----------
----------
OPSD - 601.010
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a:l ~\\I ! ,
J
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I -I 225 l-
V)
... ENOVlEW
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Curb and
gutt....
Gutter fine
PLAN
-----
ELE.VATlON
MOUNTABLE CURB AND GUTTER
Curb and
guttef"
PLAN
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... ENOVlEW
3.8m Tenninatlon
Guttef" or
curb line
( 1'-----
---
ELE.VATlON
BARRIER AND SEMI-MOUNTABLE CURB AND GUTTER
NOTES:
1 Slope to match existing shoulder.
A This drawing Is to be read In conJunctlon with
OPSO-600 series curb and gutter drawings.
B All dimensions ore In mlllimetres unless
otherwise shown.
OPSD - 608.010
ONTARIO PROVINCIAL STANDARD DRAWING
METHOD OF TERMINATION
FOR CONCRETE CURB AND GlJ II t.K
----------
----------
3. Three way junction
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1. Right angle bend
~ Tee connection
4. Four way junction
5. straight through
7. Wye connection
8. 450 bend
6. Dead end
~ . .
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. , .
<II . ......-... ..
'. .'. Concr~'" . .<11 ......
50mm
m.n
Section
NOTES:
A .Concrete for benching to be 30M Po.
B Benching to be given wood float finish, channel to be given steel trowel finish.
.C All dimensions are nominal.
o All dimensions are in milimetres or metres unless otherwise shown.
MAXIMUM SIZE HOLE IN THE WALL IN PRECAST RISER SECTIONS
Maintenance
Hole Diameter No. 1-4 No. 5 & 6 No. 8
mm mm mm mm
1200 700 860 780
1500 860 1220 960
1800 1220 1485 1220'
2400 1485 2020 1760
3000 19 0 2300
3600 2195 3085 2730
ONTARIO PROVINCIAL STANDARD DRAWING
MAINTENANCE HOLE BENCHING
AND PIPE OPENING DETAILS
No.7
Inlet Hole Outlet Hole
mm mm
700 860
860 1170
1220 1485
1485 2020
1930 2450
2195 3085
.1998 03 01
OPSD - 701.021
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COHCREIE CN'
MORTAR TOP AND BOTTOt.t ROWS ONLY
(""",,'''''''RER'S SfJUIIT rN'E BETWEEN ROWS)
UlH. ONE ADJusn.cENT UNrr, UAX.. 300mm
o
o
N
()U1'gDE OF BRIa<woRK TO RECEI\IE TWO
COATS Of BfTUMINOUS PAINT WHEN MANHOlE
NOT lOCATED IN ROIDNAY
..,
;
!:l
~
:.'
PRESS SVL OR EQUI\fAlDlT
RUB8ER "'-SKU (WATERl1GKI)
3OI.fPo CONCRETE BENCHING
75mm Of 19mm CRUSHER RUN
UMESlOtIE (COMPACTm) ON
STRUCTlJRAlLY SOUND GROUND
>.';"\' ..~~ :/?~,~; ) }>>./
........ ......... ...... ..
l~mOtA.
illITES
1 All precast components to be from approved suppliers.
2 Pipes must not enter at 0 manhole section joint.
3 lift holes to be completely filled with mortar before bockfilling.
4 Aluminum manhole steps as per OPSD 405.020.
5 Precast flat top design only as approved.
6 For manhole depths greater than 5.0m safety grates required.
7 Max. spacing between safety grates is 4.5m.
B For depths greater than 7.5m manhole to be custom designed.
9 For benching delail see OPSD 701.021 (use pipe dia. + 100mm
10 Compacted sand backfill within 1.0m of monhole.
11 Semi-cast manholes to be individually designed ond approved.
All dlmenetOM are in mIlUm.tre, unle.. otherwl.. noted.
Clarin ton
POURED CONCRETE
CIWllE 10 ,ot JOINT
.
..
PRECAST FLAT
TOP
for max hole size).
Serrices De arbnent
-...
--
--
-. 2004
1200mm PRECAST CONCRETE MANHOLE
C-101
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1--
FRAME AND COVER 1<5 PER C-11J
C<ltlCREl>: CAP
WORTM lOP AND BOTTOt.l ROWS ONlY
(1olANUl'.<cruRER'S SOlANT TAPE BETWEEN ROWS)
OUTSIDE Of BRICKWORK TO RECEIVE TWO COAlS
Of BrT1.AONOUS PAINT WHEN MANHOLE
NOT LOCA.TED IN RONJ<<AY
~
g;l
'"
~
'. 1-.50
PREC.<ST l1WlSlT1ON
SWl
'0
PRESS SEAL OR EQUtI.-LENT
RUIlllER GASI<ET (WAmmGHl)
:0
30NPa CONCREIE BENCHING
PRECAST BASE
.~: '. .-.
,OJ .,..
:...:: .... ::.-
POURED CONCRETE
CR.'DlE TO . at JOINT
7Smm OF 19nwn CRUSHER RUN
~COIotPJClDl) ON
y SOUND GROUND
~
1 All precast companents to be from approved suppliers.
2 Pipes must not enter at a manhole section joint.
.3 un holes to be completely filled with mortar before backfilling.
4 Aluminum manhole steps as per OPSD 405.020.
5 For manhole depths greater than 5.0m safety grates required.
6 Max. spacing between safety grates is 4.5m.
7 For depths greater than 7.5m, or where directed, manhole to be custom designed.
8 For benching detail see OPSD 701.021 (use pipe dia. + 100mm for max. hole size)
9 Compacted sand backfill within 1.0m from manhole.
10 Semi-precast manholes to be individually designed and approved.
All dlmeMloMl are In mllUl'rMtAa unl... otMrwI.. noted.
Services De artment
Clarin
En
n
_1lO.
--
1500 TO 3000mm
PRECAST CONCRETE MANHOLE
C-102
115
1==1}".
~
CATCH BASl:N
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-....
.'.
....
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....
200mm SOlI>
WALl. pvc ptPE
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........:,:,~,:,:o.;,:,-..:,....,...,.,.,:.:~
150
75mm Of 19mm CRUSHER RUN
UIoIE5TOIlE (eot.tPACIEIl)
SECTION 8-8
SECTION A-A
B
A
. .
NOTFS
1 All precast components to be from approved suppliers.
2 Compacted sand backfill within O.3m of catch basin.
3 Refer ta C-109 and C-305 far additional detoils.
4 Invert of sub-drain and the obvert of catch basin lead ore to be level.
5 Uft holes to be completley filled with mortar before backfilling.
B
PLAN
All dlm.nelon. a,.. In mllllmetrn un.... otherwl.. noted.
Sernces De ~ent
-...
-.....
n
SINGLE CATCH BASIN
C-104
....
__ 2004
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.,' 100mm PERFORATED
.''".. SUllllIWNS
115
S40
61.
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SUllllIW~
::-
250mm SOlID WIILL
PYC PIPE
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---",-- 25Qmm SOUO W""-
PYC P1l'E
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:;~~.::'.:..~~:."~..'....... :"........," 150 _." .'..~.......... ..':!~..,-~",'~'~.':' .:~~'.- ~:..... :-:_::..,:,~!:,-,~:.",~,:";:'''/
~ s....... .S. :!.. ..~.i!.. S. .:...
,--:;:;:;.;~~;;:;:!:::!:;:;:;.:.!!.:.:-',:..~:S. I ~:;.~~~~..:1 ~1I.~?~.~..~ -. !i" i!~i!".. .. !te.
SECTION A-A \ \ SECTION B-B
L75mm or 19""" CRUSHER RUN j
UMESTONE (COMPIClBl)
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A
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B
B
BEAM
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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.
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AU dtmenalon. an In mUlImetrn unl... othet-whe noted.
Clarin
n
Serrices De ~ent
-...
--
DOUBLE CATCH BASIN
C-105
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-
__ 2004
CQI,lpACTE[) 19 mm CRUSHER
RUN UNESTONE llex $PO
w
COlAPACTED SAND
9ax SPD
t
300
. .....:
.,..'
. ~.'.
.:. .
~ . . ..
". .' '.
.... ....
.'
.'.
..-'
.',
.~~ .'-..~'.'~~
. .
..;: .:~>~.:
.'" ~~~: ...:..
..... :.....2: ...
: . '. ': - ': .. .. ~
..~~;:~i~\:~..:\:~:;;~. .';:~' .}~.; .: ;~.~:~ ~:.?'
ClASS B BEDDING
BEDDING AND CLEARANCE
IHS&OE PIPE ow.cETER
UP TO goo
1050 AND lARGER
d(1otlN)
100
150
w (Ill H)
300
500
AU dlmen.lon. are 'n mllllm"r.. unl... oth.rwl.. noted.
Clarin ton
....
....... ZOO4
Services De artment
_NO.
- ....
STORM SEWER TRENCH BEDDING
d
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C-108
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.. .
STORM
SEWER
I
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. .
.....:. ......::
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.: . .". .."..
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UANUF.tCRJRED SANDED P.V.c.
StreIE (WAmmGHT)
SOUO WALL P.V.c.
CATCH BASIN l.EAD
(s.o.R. 35)
CATCH
BASIN
....
. .
. -' -.i' ." -:'" :. ~.'
19mm CRUSHER RUN lAlESTONE TO
TOP Of PIPE. CQWPACTEO 10 9ax SPO
NOTES
1 Pipe to enter catch basin at right angle
2 250mm dia. lead far double catch basin.
3 200mm dia. lead for single catch basin.
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All dlm.nllon. a,.. In mlPlmetn. unl... otherwl.. noted.
n
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Clarin
P.V.C. STREET CATCH BASIN
CONNECTION
~;.~;~~.~
.~:-:'"
~~?;~
~~~-'
~~ ..\
~~~.
" ,
.:.J..
I.~"':...~
;;tt~
,':,. .
Sennces De ~ent
_NO.
--
C-109
G1WlE
'"
'" 0 '"
,0.<.'-(<<- 0 ~ 0
~ t: ~
'" ~ '"
" '"
'" !:1
~ ~ ~
600
c/L lOT
8 I
0-
~, ~
~ I'"
0
0.. l:I~ '"
0
~t: ~
'"
;~ <n
~~ ~
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'I' I r
1
I 1
I 1---L150 1500
A
19mm CRUSHER RUN UUESTONE
10 TOP Of PIC PtPE AND
COWPACTED TO 98X $PD.
SECTION A-A
NoTS.
S1REE1UNE
" Gt1llER
1 UANiOl.E sttRr:SE.WER:.'
_ 1_ I _ ~c/L'STREET _ " _' ,_, 'C'"
L I' -------- SEWER
---~ i------------------------=;....---~---"'-"-
1
1
I
:
I CURB a: GU1lER ..-::::::::::::WAlERUAIN
----------------------~-----------------------~------------------- -------------------------
4 tMlRN<f
SlREElUNE
NOTES
1 For storm service connection details refer to C-lll.
2 For sanitary/water service connection details refer ta Durham Region specifications.
All dtm.nalon. a... In mltllme.,... unl... otherw". not~.
Services De artment
-....
- ....
Clarin
n
HOUSE SERVICE LOCA nONS
C-110
....
-. 2004
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.....
"
w
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fl
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SUITABlE DEPTH
TO N.l.!:1N FOR
CONNECllON 10
HOUSE WEEPING 11lE.
(UIN. 1.8, loW(. 3.0)
WATERTIGHT PlUG
100mm CRUSHER RUN lIMESTONE
TO TOP OF PtPE
300mm SAND COVER
150mm . P.V.c.
(s.o.R. 28) PIPE
PACTED 19mm
CRUSHER RUN UUfSIONE
PROFILE
OPENtNG TO BE IUCHlNE-coRED
IN FIElD
-v.c. IlIWlCH 10 BE Fl_V
UORTARED TO WJN SEWER.
(WATD<l1CIIl)
150rrwn tI BRANCH OFF
PREIoW<UFN:lURED lEE
P.V.c. SWEEP BEND
CONNECTION FOR SEWER MAINS
525mmlll & LARGER
OOIES
CONNECTION FOR SEWER
MAINS 450mmlll & SMALLER
Service connection invert to enter main at springline or higher.
All dlmen.lont an In m.tr.. un'... otherwl.. noted.
Sernces De arbnent
PVC STORM SEWER
SERVICE CONNECTION
_NO.
--
C-111
V
676 6'3
633
624 SECTION B-B
578
5' t r
57l\ II \{1
667
900
SECTION A-A
FRAME PLAN
4.5mm MAX.
CLEARANCE
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"STORM"
YEAR OF
CONSTRUCTION
COVER PLAN
624
NOTES
1 Allowoble tolerance for dimensions of 300mm or less is :I: 3mm.
2 Allowable tolerance for dimensions greater than 300mm and up to gOOmm is :I: 6mm.
3 The nome of the manufacturer is to be distinctly cost in raised letters.
4 The designation "STORM" and year of construction are to be distinctly cost in raised letters.
All dtmenelonl are In mllllmet,., unl... ottMntt.. noted.
Sennces De arbnent
-....
--
ROUND MANHOLE
FRAME AND COVER
-
__ 2004
C-113
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A+-
.-J l L
'"
0
..,
-, ~l ~l
.., ~
--' N
.. .. .. IT
'" 151
0
..,
~+
--, r +-r-
A+-
o
N
FRAME PLAN
t 597 I
~r- B
J~~ooo~C
~g@88
n~aO~~~
L 11 r
~I- B
I.
l;;
'"
GRATE PLAN
All dlmenalon. a,. In mlll1m...... unl... otherwl.. not.-d.
.........
BEEHIVE CATCH BASIN
FRAME & COVER
....
__ lOO4
152
- 25
::
=:1
a
" ..,
'" N
.. ..
:; .1..
~~ 40 ~
SECTION A-A
150
~
~
~
~
SECTION 8-8
Serrices De ~ent
_NO.
--
C-114
l00mm CORRIJG,'.TED. Sl.OlTED pLJoSllC
PIPE wm< FM:TORY tlSTl<llD
FlLml F""me.
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150 UIN.
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GRN&A.AR "AO
BACI<F1\.l. OR I
.oIPPROVEIl
EQUlVIUNT
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-
PERFORATED PLASTIC SUBDRAINS
C-301
IWES
1 Subdrains are to run continuous on both sides of road.
2 All subdrains shall have sufficient grade to drain into catch basin.
3 Subdrains are to be installed in a trench condition.
4 If additional depth road granulars used. subdrains must be lowered accordingly.
5 Proper connections are to be used when splicing sections together.
All dlm.nelon. a.... In mIlUm.t..... un.... otherwt.. noted.
Clarington
Sernces De arbnent
_NIl.
- ....
-. 201M
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25
DRIVEWAY DEPRESSION
.'.
',:~.~~..'i :" -_.:~-:~ .~- ~ - . .. '"_. ,~,,;.~~ :.'-} , ';,:
."".. ~'" . - ~
5 4o'.~ ~ -. ~ ....". ,,"'.. ..' . .. . ...
..... ....4...._.:'\ ..~-..~..4 .~-'" :~-_....: :\'
; ~~." '''~''. ..... .." ~.,.. .~::....j ~ ~--~ :.:
... -. ".'
S1DE.WAlK lEDGE
(sa: MOl< .
STANDARD CURB AND GUTTER
R-
_AY DEPRESSION
,".. :~'~".'~
.;-".-
;.,."-.
ASPWLT
':~ :.:.0: .-<.~~ ;:.'
'.-
.....
.11; '. . ~~ .,' "--.I . . 'ii ..
:, ..'" ~. .
.... ... ... .. ..;
:.~. \~.:.< ..~;:~.
..... . ..:
. :":...u: .'.: .'io."
.",.. .:".
BARRIER CURB
NOTES
1 Concrete shall confarm to OPSS specifications pOMPa, 7% :l: 1.5% air).
2 Contraction joints every 3.0m (maximum). Saw-cuts to be 25% of total depth.
3 Curing compound is to be sprayed on within ane hour of finishing.
4 Additional width required where curb is adjacent to sidewalk.
All dlmenelon. are In mllllm.t,... un.... otherwl.. noted.
..........
En
Serrices De ~ent
-....
-.....
-
STANDARD CURB AND GUTTER
C-302
- ....
N'llI. ZOO4
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25
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R-25
, ,
. 'R=SO ,
" . .
"
. ....
. , . ,
, , . ,
.
. ,
. .
.
. .
. .
. .
I
DRIVEWAY OEPRESSK>N
TOP ASPHAlT
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.. ~.. 1l
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.
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1"
. .
.
.
..
STm. SI1RRUPS PUoCED
E'IERY 1.5m (STNlGERED)
".
..... ..
.
.'
, . .
.' ,
.
'.
, . .
, .
. . :
.
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.
. ,
. ,
. ,
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NOTES
1 Concrete sholl conform to OPSS specificotions (30MPo. 7~ :I:1.S~ oir).
2 Stoge 1 contraction joints every 3.0m. Stage 2 contraction joints to align with Stage 1 joints.
3 Saw cuts to be minimum 25~ of concrete depth.
4 Curing - Stage 1 and Stage 2 - curing compound within 1 hour of finishing.
5 Base asphalt to be trimmed to allow for mechanical compaction of HL3 filler (min. 300mm).
6 Stage 1 to be flushed with water just prior ta stage 2 application.
7 Excess concrete to be removed immediately at time of pouring.
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STANDARD TWO STAGE CURB AND GUTTER
C-304
All dime".". ore 'n mUlImetre. unl... ottl...I.. noted.
on
En
Services De artment
........
-...
- ....
1
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"'\
-----~
\~~~7
'I' I
: \L I
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L_ -'
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B
.
.
A
SEE
NOTE 2
B
PLAN
'.
....
':~
~
."
~,;
SECTION A-A
--j!
;:
~ SHAPED "'fA
I
:A
--1.t
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I
CURS ENOS 10 BE IoWlE IIERTlCAl. (FU.JSH)
AT 1ILfE OF POURtNG. TOP CURB TO BE
.uGNED N:CURA1U.Y WItH BASE CURS.
1.2m
FUll. DEPTH
EXPANSiON JOINT
:.
.,
-....
::.
Nl TOP _ .,'
BCmllIoI ROWS ONlY
(IoWlUFN:1URER'S SEI<NIT TAPE ;"
BEfWEEN ROWS) 1~ ~
~:
.
t;
';
SECTION B-B
NOTES
1 For grate specificotions see opse 400.010.
2 Stage I - temporary asphalt filler around catch basin including full curb.
3 Stage II - remove asphalt filler and complete curb in one pour.
All dlm.natons .,. In mlHlnMtre. unl... otherwl.. noted.
.........
-
- ....
-. 2004
Services De artment
-...
-""'"
En
CURB AND GUTTER DETAIL
AT CATCH BASIN
C-305
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CONCREI"E
INFIU.
Iltn<=!:rl CURS
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I
b~
w.xIUUM SPAC$NG OF 30m BETWEEN EXPANSION ~
JOINTS AND WHERE SIOEWAI..K ABUTS Nf'( RIGIO
STRUCTURE
- -
I
1.6
1.5
ISl
I
COHI1lACIION olOIN1S (TYP.)
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,..
0.75
...
5
~
..
o
g:
I
:vc
I
.', .
," ,",' ~
. .." ~. . -.
. .',.~.:. '';': .:" :.... >..: '-:., '~.:..' i';.:
I
. :~.' "'~'
~
30nun
150mm AT DRIVEWAYS
COUPIClm NA11VE W.lEIlIAL
(SEE N<mS , _ 2)
STANDARD
CONCRETE SIDEWALK
C-3D7
t:mES
1 Use 100mm compacted granular 'A' if native material is deemed unacceptable by the Municipality.
2 Subgrade material to be well compacted, then dampened immediately prior to pouring sidewalk.
3 Concrete shall conform to OPSS specifications (30MPa, 77. :I: 1.57. air).
4 Curing compound to be sprayed on sidewalk within 1 hour of finishing.
5 Expansion joints to be be placed full depth of sidewalk.
6 Contraction joints to be 257. af full depth of sidewalk.
7 Surface of sidewalk to have a broom finish.
All dlm.nelGn. are In metrn unl... otherwl.. noted.
Clarin
n
Services De artment
-...
--
__ 2004
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"'-108 (900x900)
NOTE .
GALVN4IZED RAIL
UNPAINTED
15Ox150 POST
15Ox1 SO POST
"
E
E
o
...
"
E
E
"
TO BE fASTENED
W'I1H NUTS &: BOLTS
50 WIDE x 50 DEEP
_V
3.8m
3.8m
BARRICADE DETAIL
l
700-\
I
40
I
4lIO
75
,
I
"
1.Om (-.J
NOTES
1 This standard ta be read in conjunction with OPSD 912.101.
2 Checkerboard sign as specified in Ontario Traffic Manual.
:3 All hardware to be galvanized.
4 All wood members are to be pressure treated.
~
POST DETAIL
All dlm.na.oM are In mlUlmetre. unl... oth.rwt.. noted.
Sernces De ~ent
-...
--
M
STREET TERMINATION
DETAIL
C-401
__ 2004
E
F1NISHED SHOU.JlER GIWlE
1~~~
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E
on
..
...
...
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'A'
i
CONNEC'I1ON
IINERT CONNECI1ON IllWlCH
SEE NOTE 2
'B'
/'
I--=- ~rl' lJHE
I
SHORT llNGTH ~ \'C
OR PYC SllR 28
E E
...0
Nf'l
BElL EllO
WITH PLUG OR
;?WITH
I~ i
NOTE 4
PIPE COUPl.ING
WAX. 3'
AJU. llNGTH ~ 'IC
OR PYC SllR 28
'A' - IIN. 75 mm, WAX. 125 own OIMRT 10 OIMRT
'B' - WAX. 300 mmOBl/ERT 10 OINERI"
CONNEC1lON
IN\IERf
SEWER _
SANITARY SEWER HOUSE CONNECTIONS
"1"_ EXPANSION
ANCHOR
IlSlCE ClRCUIlFelENCE
~ PIPE
CUT OPENING
MORTAR ON SADDLES FOR CONCRETE
MAINS OVER 450 mm DIAMETER
A A
L-o---.J
TOP VIEW
~.~R. ~~1oCOORlllNG 10
_ SPEClFlCAlIOH
WASHER
- STMUSS S1m.
SECTION 'A-A' STRAP
1:1
NOTES:
1. II Nf.W SUllOMSlONS 1IlE SN<<TNll' SEWER NiD WAml SEJMCE
CONNEC1IONS _ SIWJ. BE INSI'AIUD II SEPARAlE lREHCHES.
II CASES WHERE 1IlE SEPHIA1E 1RENCH INSTN.IJJION IS
Mar PlWlTICW.. _lIlY SEWER _ WAml SER\IICE COHNECI1ONS
IlAY BE INSW.I.EIl II A COIlIlON 1RENCH N> PER DETM. 'A'.
2. II Nf.W SUllOMSlONS AU. COHNECIlOIIS 10 1IlE SEWERS _ 10
BE IWlE _ A FICIllR'I' _AClUAEIl T. fllR COHNECI1ONS
10 ElCIS11NG SN<<TNll' SEWERS. 01HER 1IWC PYC A lWXll.E
CONNECI1OH IlAY BE USED. IIORIM-()N SAIlIlUS SIWJ. BE USED
ON CONCIlEIE PIPE GRFATER 1IWC _ mm llWlEIER.
CONNEC1IONS 10 EllISIlNG M SEWERS _ SlW.I. BE IWlE WITH
A F1ClOR't llANUFoICIUREIl TEE OR NI N'PROIIED SHllll.E.
CONNEClIOHS 10 ElCISlING A.B.S. 1RUSS PIPE _ SIWJ. BE WIlE WITH
A SOlVENT WElDED SHllll.E.
3. 4S" S11W' ON lWXll.E SIWJ. BE USED ON SEWERS 01HER 1IWl
PYC PIPE. WHEN lA1elH. ..,.......,~ SEWER _ I'f NI
N::U1[ NlGIL
4. 1ME SEWER CONNECIION SIWJ. BE a.w FROIl 1IlE _ 10 1.5 m
BEYOND 1IlE ~ UNE II IE.W SUIIllIVISIONS ONLY.
5. 1IlE 010 or AU. SEWER PIPE SIWJ. BE IWHNED. AU. CUT11IlG -
u..alIlE SlW.I. BE DONE BY CONl1W:IOR.
&. A lXlU'\JNCl SIWJ. BE INSI'AIUD AT IlfHl END _ SIWJ. BE
PIIJGGEIl USING A WA1Dl 11GIfT PLUG.
7. 0Ef1ECl10NS ~ PIPE AT JOlIl1S IS NOT 10 EXCEED 75 own
LE.: 150 -mm MAXIAJM DEFLEC'nON FOR A 3 m LENG1H OF
ASIlESlOS CEIlENT PIPE
75 mm.1IAlCIllUIoI IlEI'UI:I1ON fllR 1.8 m LENGlH ~
\'E11lIFEIl o.AY PIPE
8. PIPE COUPUNG SIWJ. BE 'RlNG-1lIE' OR EllUI'MlENT. PYC SIWJ. BE
IIELL _ SPlGCIf olOIfI".
t. REFER 10 SID. 5-401 fllR BEDOlNG REQUREIIEHIS.
10. WHEN IlORTAR-()N So\IlIlUS _ USED. A u..alIlE CUT OPENING IS
SIWJ. BE IWlE II 1IlE SN<<TNll' SEWER WITH A CORING IIACHIlE.
F1NISHEIl GIWlE
d - !IN. 75 mm, DEP1H ~
BEDOlNG BaOW PlPE.
Be - 0UfSIDE ow.lEltR
Bd _ ..-AI WDIH ~
1RENQI
_ Be + eoo mm wmt UIN.
Of'800mmOR8c+
WlOIH or SHORIlO +
100 own
SEJMCE
SEWER SER\IICE
DETAIL A'
COMMON TRENCH DETAIL
0llQ. GAlE: lt81 04
_ NO.1 t
REV, GAlE: 2002 10
ICMEl Il.T.I.
SANITARY SEWER HOUSE CONNECTIONS
AND SADDLES
(100 mm & 150 mm PIPE)
8-301
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----r--- ~ PA~-==~=:T-r-
S 75 mm MAX.. DEFtECTlON FOR ~ ~
1.8 m L.D<<mi OF 150 mm PIPE ~O :J
~ 150 mm MAX. DEFlECTION FOR EVERY l:
::E 4.0 m lENGTH or 100 mm PF'E f5
a.
li1
a.
l0-
a
IllllOlNG DETAIl ~ PER 5~1
00+
600 WIN.
TYPE 1
----r---;;~~~tION=r-T-
Cj 75 mm IoIAX. IlEFl.E:l1ON FOR EVERY I
Sj 1.8 m lENGTH OF 150 mm PIPE AND w
z 1SO nun IAAX. DEFt.ECT1ON fOR EVERY 5
~ 4.0 m IDlGlH Of' 100 mm PlPEJ Z
k. l:; :i
:. 45" SWEEP BEND ffi E
h ~~~.
~ DETAIl ~ 4
~ PER 5~1
UNOCS1URIlEll GROUND
MeN. 100 rnm
~
E
a
..;
22.5 PIIC SWEEP BOlO
FJCTORY 1oINlUFH:1UAlD lEE
BEIlO\NG DErHL ~ PER ~1
19 mm CRUSHER RUN UMESTONE 10 EXTEND
TO TOP Of' SWEEP BOlO. SEE HOlE 7.
TYPE 2
NOTES:
1. RISER OONNECt1ONS SHALL OE USED WHEN IoIAIN
SEWER llEP1H IS GREATER 1IWI 4.5 m.
FllOI.t t PAVEIoIEHT ELEVAtION TO 1HE DIN. Of' IoIHN SEWER.
2. RISER CONNEclION TIPE 1 AND 2 SHALL BE USED WHEN
WALLS Of' EXCAVAtION _ 3S" - 4S FROIl
VERTICAL.
3. IN NEW SIJ8OMSIONS lHE SEWER OONNECllON SHALL
BE LHD FllOI.t lHE i.Wii TO 1.5 m 8mlND 1HE
PftOl'O<Ir UNE N<<l Pt..UOClED WlIH WATERnGHr PWC.
iii
SANITARY SEWER RISER CONNECTIONS
FOR RESIDENTIAl, INDUSTRIAL,
& COMMERCIAL DEVELOPMENTS
(100 mm AND 150 mm PIPE)
--------r-~-~==r-r_-
~ 7S mm IlWC. DEFLECTION z
6i FOR EVERY 1.8 m lENGTH ~
z OF 150 mm PPE NlD 1SO nwn l;
i lWt Dm.EC1lON FOR EVERY fi'
~ 4.0 m L.ENCmI OF' 100 nwn PIPE ~
a.
tl
~
SET1I.DlENT oI04NT
>CIORl" IoWlUFH:lUREIl lEE
00+
800_
VERTICAL. TRENCH
-----I-==~--r
~ 75 mrn WAX. DEFlECTION ;l:
Ej FOR EVERY 1.11 m LENGlIl ~
~ OF 150 nwn PCP[: Nm 150 mm
! WAX.. DEFl.ECTION FOR E.VERf
....0 m LEHGT1i OF 100 mm PIPE
~
..
tl
~
22.5" SWEEP 8END
SET1I.DlENT olOINT
fACTORY WHUFAC1URED 1EE
00+
100 .....
OPEN A~ n
4. ALL CUTlING IN/) IUCHININC SHALL BE DONE BY 1HE
CONTRACTOR.
5. APPROVED COUPLINC SHALL BE USED WHEN CONNEClION
IS IoIAIlE TO III EXISl1NG lATEIW..
6. WHEN CONNECI1NC TO III EXISTINC SANITARY SEWER,
CRIJSH[Jl RUN UIoIESTONE IS TO Dm:NO FllOI.t SPRlHGUNE
Of' SEWER TO TOP Of' SWEEP BEND.
5
ERE
D'Ml. DAlE: \oeo 00
REWlION NO.1 1\
REV. DAlE: 20CK 07
SCH.fl H. T.s.
8-302
8-303
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ROAD.H.LOWAHCE I PRIVATE ~
J--MAX..3 mi
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"'ll4~~'f;{I:{f~~/J;;f!':!!;~;-'1
135 mm Sl.JOE typE
v.\I.VE BOX " COYER
22.5X RADIUS BENDS
I SURFACE CLEANOuT
I
I
NOTES:
1. WIiEN 1HE ClENlOUf IS LOCAlDl II A ORM.WAY, A
st<HIlMll v.\I.\'E BOX IS REllUlRfD.
2. IIEIXlIlC DETAIL IS PER 5-401.
VALVE BOX FOR PVC
SANITARY SEWER CLEANOUTS
DtIIl. DAl[: 18711 o:s
_ NO.1 .
REV. DAm 2002'0
ICAl.fl II.T.I.
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r-llfwiN: eoo'1"i
I
PlAIN OR RDNFORCED
CONCllElE 1llN. 15 IlP<l
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CONCRETE ENCASEMENT
DETAIL
CONCRETE ARCH
DRY~
19 nm CRUSHER RUN
UWESTONE COIoIP.ocm>
10 118 I: PROClOR
00lSIlY
WET 1RF'NCH
HL8 BlEND Of"
CRUSHED ClEAR
SIlltIE
I
1. PYC WATERIlAIN .....Y NOT BE CONCRElE ENCASED.
2. CONCllE1E ENCASEMEHr Of" GR1M1Y SNllTNlY
SEWERS IotUSf EXTEND FROIol PIPE .IOIHf 10
PIPE JOlNf.
3.1HS DEr.... N'PUES 10 PROPOSED PIPING ONLY.
CLASS A
REINRJRCED A. - Ull: 4 - 4.8
REINRJRCED A. - 0.41: ~- 3.4
P\AIN I.f - 2.8
I
10fu&t~1
I
'~~'r. .-:....:\,..~~..,.~; ..~.. .....
-1:;'........~1':T4...:--:...~
<".....~~..w:".......,:,. tY.-.
..-:......: c~;.c.;:1~~~"'~oei.:
,.-.~~..\,......~JI':~".....,.
.":'1;... 1 1:.
1,..-....,:0.-
..,... - '"
~"'.
~i...:':'.
SANO BEIlOlNG Nlll COYER
<:oIllW:TED IN ISO mm IAlERS
10 _ PROClllR 00lSIlY
SAt<<) BACKFI.L COYF.t.CTED
10 _ PROClllR 0ENSIlY
I
nRV tRFNCH
Ii mm CRUSHER RUN
UIlESTONE COIlI'N::lBl
10 118 I: PROClllR
0ENSIlY .
W[1' '1'RFNOI
HL8 IllEND Of"
alUSHEIl aENl
SIlltIE
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CLASS 8
CONCRETE AND CPP PIPE
Lf - ,.1
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.,. TMNCH
bRV TR9D4
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1:1
100
I
CLASS 0
DUCTILE IRON PIPE
LEGEND
0.0. - 0UTSl0E DIAIoIElDI OF PIPE
4 - UWl FN::1llR
A. - MEA OF STED.
NOTES
,. BEDOING IotA'ltRW.S SlWl. BE IlJUY EXlENIlEIl
ANO COIlP.ocm> HlHNST TRENCH w.II.LS.
BEDOING IotA'ltRW.S SlWl. BE PW:m NlO
OOIIPJICIm IN 150 INn LA'I'tRS.
2. NO MEaWICtt. ~ EQUIPMENT stW.L
BE USED 011 lOP OF PIPE PIllOR 10 PIAClHll
A --.. OF ;JOO """ CIMR.
3. PIPE SlWl. BE IIEDOOl 10 PROPOiSED LINE
NCl ClWlE WIIIf UNIRlAIl NIO COH11HUOUS
SUPPOlll' fROlot 8EIlOING. IILlla<INO WIIIf Nt(
IWlD lllIJmf SK\LL Nllf BE USED 10 _
1HE PIPE 10 0IWlE.
SANITARY, STORM AND WATER
(MAIN AND SERVICE) TRENCH BEDDING
AND CONCRETE ENCASEMENT DETAILS
I
8-401
I
\ mm WAm< SER\1CE I
"" lOP SECllON
- ~ SER\1CE BOX VALVE BOX I
(135 mm SUDE TYPE)
\CORPORAnON
WAlERUAIN I
WAIN S1llI'
'" AI'I'Il(MD
SAllOLE 8
~
z I
:;
RESTRAINED
PUJG
I
0\ ' /. I
I
WATERMAIN ~ ~~ BO mm COPI'ER
MAIN SlOP It mm a..E:AR CRUSHED S1llNE
'" APl'ROVED 50 mm x 150 rrm X 300 mm I
SAllOLE CEDM BLOa<
50 mm BLOWOFF
BUJE PAINlEIl I
LOCAlION STAKE
WATERMAIN
T aIIIIP
SER\1CE BOX 5l I
l! lOP SEC1lON
,. - VALVE BOX
~ I
~ I
I
18 nvn COPPER I
NOTE: I
CA1I<<lOIC n<uloGllOH.
_ coaL NIl
GAlE VALVE '" BOX It mm a..E:AR CRUSHED S1llNE nw::ER WIlE SIW.I. BE
IS PER $-4Oll eo nwn x 1150 mm X 300 mm IS PER 1-435. ~.
CEDAR BLOa< I
19 mm BLOWOFF FOR 100 mm TO 300 mm WATER
1:1 0Wll. DAlE: 1_ 11
RE\1SION HOJ 2 I
REV. DAlE: 1002 10
19 mm & 50 mm BLOWOFF ICALEl N.T.I.
8-406 I
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GRADE
13 mm ROUND
NOlL "'TH
GRQANET
135 mm SUOE TYPE
VAl..VE BOX Ie CO'<al
lRACER ll1RE
Eon
oj!!
No
~z
"'~
50 mm OPERA liNG NUT
OPEN TO LEFT
GUIDE PLA 1E
NON-RlS1NG SlEN
1RACER WIRE CONNECTm
TOGEIHER USING A SPUT
BOLT I 10 CONNECTOR.
SPUT lIOl.T SIW.L BE
WRAPI'ED IN ELECIRlCAI.
PUTlY.
WA lERNAIN
SUOE lYPE
G
5.4 kg ZINC ANOOE
SOUO CONCRElE IllOQ(
150 mm x 150 mm x 300 mm
NOTES
I. VAl..VE BOX SHALL BE AOE<lUAm.y BRACED IlHII.E BAa<F1UJNC
AND MUST REIoIAlN PWIotB.
2. VAl..VE BOX EXtENSION SHALL BE USED ONLY If" RE<lUlRED.
3. REFER TO "STANOARO SPEQF1CAlIONS FOR 1HE CONS1RUCT1ON
OF WAlERNAlNS" FOR PLACEIoIENT OF MARKER STAKES.
4. VAl..VE SHALL BE COllPLE1U.Y BAO<f'Il.I.fI) IlITH 10 mm
awSHER RIJN UllESTONE.
S. WHEN 1HE DEPTH OF THE OPERAlING NUT IS GREA 1ER
THAN 2.0 m BaOW F1IISIlEO GRADE AN EXtENSION
STEll SHALL BE USED.
6. ALL tNUNE VAl..VES INSTALLEO ON P'<<: WAlERNAlN SHALL BE
RES1RAMD Ml PER 5-433. UNUSS OlHERllISE NOlEO.
7. If" VN..VE BOX IS lOCAlEO IN A GRAI,U AREA. A
1.0 m . 1.0 m . 50 mm ASl'HAl..T COlJ.AR SHALL BE lNSTALLEO.
Eon
oj!!
NO
~Z
"'~
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,
,
L,so-l
II. lRACER IlIRE COA lEO. 7 STRANO.
12 GUAGE lW75. 1'MJ75 OR
ftWg())(lpE 'MIlE RA lEO AT lllNUS 40' C.
O. TRACOl ll1RE SHALL BE lNSTAI.lED
OUTSlOE VN..VE BOX ANO BROUGHT
INTO UPPER 5EC11ON THROUGH 13 mm
ROUND NOlL AND I.OOPm AT TOP.
LOOP SHALL BE llINIWM 450 mm IN LENGTH.
10. TRACOl _ SHALL BE INSTALLEO IN ALL
P.V.c. ANO C-P,p. MAIN UNE VAl..VE BOXES.
11. CA1HOOIC PROIEl:I1ON. IION\JtNQ CA8LE AND 1RACER WIRE
SIW.L BE Ml PER 5-435. 5-430.
100 mm TO 400 mm GATE VALVE,
VALVE BOX AND TRACER WIRE
ARRANGEMENT FOR PVC OR CPP WATERMAlN
Owo. DATE: '"' 11
_ON NO.s 14
REV. DATE: _117
-.EI No T.s.
8-408
'l1fl1lRNfT
IT
:: 8
~L
.
I
,
I
,
ATToICH 11W:E WIRE
UP 1IiROUGH SPUT
RING _ FASTEN
~~
~~
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NOTES
1. JOINTS SHALL BE uwwac.ow.V RES11WNEIl.
2. IIEIlOINC IS PER 5-CQl.
3. IfI1lRNfT EXlENSlONS SHAU. BE INSTAU.EIl AT IlCl1lllM OF --
4. NICHOR lEE. VN..'fE .. IfI1lRNfT StW.L BE COIIP\.EIU.V IW:l<R.lm
WItH " mm atUSHER RUN I..AIESTONE.
5. F IfI1lRNfT ~ H:aSS N:ROSS llfTQt, INSfIUAllOll SHAU.
BE IS PER 5-42lI.
6. 11W:ER WIRE CQQED. 7 S1IWlO, 12 GAUGE 1W75. 11III7l5 OR
RW 10 lCIPE WIRE RAml AT wtIS 4O'C.
7. 11W:ER WIRE SHAU. BE INSfI(Ull N AI. IfI1lRNfT 1.OCA11ONS.
6. C111HClOIC ""',....,ouol, _ CMI.E _ 1RACER WIRE SHAU. BE IS PER S-4J5, $-4.111.
_ lRN::ER WIRE
ONCE AROUND
IfI1lRNfT __
lRN::ER WIRE COATED
7 S11WCl 12 GAUGE
1W1S, 1WU7S OR
RW 10 lCIPE WIRE
RAml N IIINUS 4O"C
19 "'"' CRUSHER _
UIIESIONE CDIoII'IClED
10 lI8X PllOC1llR
DENSI1Y
'IJ
FlNSHEIl GRADE
~I
h
1Il~
~
IoIlJUSI"AIlI.E V.-L'fE BOX SHALL BE
50 FUJSH 1Ill1i FHSHED GRADE
1:;0 "'"' GAlE V.-L'fE
150 nvn
~ PIPE
11W:ER IMES. COIHClEIl '1OGElHER
US1HQ A SPUr IIDU , 10 CONNECIDR
SPUr IICll.T SHAU. ~ WRN'PEIl II
ELEC1RICN.. PUl1Y
=-1
JOCNrS stW.L BE ~y
RES'lIWNEIl IS PER S-433
CONCllEIE Ill.DCK
utN. 1000 150 x 150 . 300
III "'"' CRUSHER RUN
UIlESIDIIE CXlIlPACTED
10 _ PRllCTOR
DENSI1Y
lllN. 1500
HYDRANT ASSEMBLY WITH
MECHANICALLY RESTRAINED JOINTS
DlIU. DAlE: 19711 D3
__11
1l&V. DAlE: 1002 10
N.T...
8-409
COPPER 10 COPPER COUPUNG
COI.tPRESS1ON JOINT (SHAlL BE
USED llHERE REIlUlRal)
IlAASS SERIo1CE GROUND CWlP
elW NIOOE WIRE CONNEC1OR
sa: NOTE 4
COPPER SERIo1CE PIPE
rn>E 'K'
5.4 kg 2INC NIOOE
llRASS SERIo1CE GROUND CWlP C/W
1IlACER WIRE CONNECRlIl
SEE NOTE 4
1IlACER WIRE ccwm 7 snwo.
12 GAUGE 1W75, lWU75 OR RW 10 lCI.PE
WIRE RA1ED AT IINlS <<TC.
CORPOllA11ON _ S11lP
(MIH N'PRCMD SADlll.E)
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\RC>'D~
f1NISH(I) GRHlE
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NON FERROUS WU
CURS S11lP LOCA1IONS
I>S PER $-445
ROO
8
~
:i
:i
1-150 -I
so mm x ISO mm x 300 nun
CfIlAR IIl.Oa< PUCED
ON UNDISlURBED _
COPPER SER'IICE PIPE
rn>E 'K'
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FERROUS WM
fINISHED GRHlE
_M_~ I
LOWERING WATER SERVICf'S
;I
19 mm AND 25 mm COPPER
WATER SERVICE
OWII. DAlE: ,tal 04
RE'f1SION NO.1 II
REV. DAlE: 2002 10
SCAD II.T.I.
NOTES
1. '!HE WAmI CONNEClIOH SHAlL BE lAID f'ROloI tHE MAIN 10
150 ..... _ tHE 1'1<urfM. UNE, IN NEW SUIlIlMSIONS ONlY.
2. HORIZOIITH. GOOSE IlEac SHAlL BE USED WHEN COlIER uss
1tWt 1700 mm. .
3. _ SIW.L BE ~ UNDER PRESSURE.
4. SER'IICE GROUND a.oMPS Il1O SPUr BOLT SHAlL BE
WIW'PED 1llIH EUC1RICN.. PIIl1Y.
5. NIOOE SHAlL BE PUCED Ar IEASr 1.0 m -.Y f'ROloI tHE SER'IICE
Il1O I>S DEEP I>S THE IIOl1lllol OF THE SOMCE.
ll. N<<lDE SHAlL BE LOCATED IIEIWEEN THE _ S11lP
Il1O CURS S11lP.
7. ~ CllII1lIN::11lR 10 ROlOl/E TAl. PIECE _
HOOK UP 10 CURS SlllP.
a. CAlHOOIC nNlu,,11UN, 8OMOCNG CWl.E AN) 1IW::ER WIRE
SIW.L BE I>S PER 5-435, $-438.
8-410
PROl'OSEIl ......TERIotAlH
IM~. 600
FLOW
.
~
10 non 'M'E 'l<"
COPl'ER
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EJCIS11HG WA1ERIlAIH
~. 6001
10 non _ S1llP SIW.I. BE
REIICMD NIl REPI.-aD
WIlH A 10 non IIRASS PLUG
Nml 'lESI\Nll HAS IlEDl
COIoIPlElm
~
~~
10 non IloICl(flDW PRE.\IENTER
10 non CURB S1llP MAY BE
OPERAtm BY 1HE COHlRIClOR
NOTES
1. l1lENCH SHALL BE un OI'EN NIl mlCED ~
N::CORIWlCE WIlH 5N'ElY REllUlA'llONS.
2. 1HS\JlA11ON OF _ BY-PASS REllUIRED
IlUIlIHC F1lEI2IHQ 00IIlIlI0NS.
19 mm TEST POINT BY-PASS
OWQ, DA'It: 1082 03
_ NO.1 4
_. DA'It: 1002 10
ICALEI II. l...
8-429
RESTRAINED JOINT DETAIl
IS PER 5-433
ITRENCH WlDlli I
.,.....~
19 mm CRus-IER RUN ...~.';...;.;:7; "'''' MIN. 300
UMESTONE COMf'ACTED ...,.~.. :r"...;"..
TO 98 X OF PROCTOR J ~;.;. .:,....: 0.0.
0€N$fTY. ~ },.:. ;'".;.
--.- ..~. ,. ~.:.~....: MIN. 300
75
SECTION A-A
HORIZONTAL DEFLEQTlON
RESTMNDl JOINT DETAIl
IS PER 5-433
B~
TRENCH lIlIllH
TRENCH W1DlH
1 g mm CRUSHER RUN
.lIotESlllNE COlotP.-c1ED
) ge " Of PROCTOR
iJlSl1Y
I
~:~~~~j:D
....;:.~.~~. .,
.....~-::,...~..#.:.. 150
.... t
19 mm CRUSHER RUN
UMESTONE COlotPACml
TDge"Of
PROCTOR DENSITY
:,....~:~"..;..;.!
':~.S ....:-1 a:. ".~. MtN.
..~~.. .,....
~." ......
:.~ .:..-. DO
'. .. ..
~... .......';fJ.
SECTION C-C
UPWARD THRUST
.
ClEAR SlONE fO\JNllofo.llON
IS REQUIRED
SEE HOlE 3
SECTION B-B
DOWNWARD THRUST
VERTICAL DEFLECTION
1. AU. JOINTS ENCOUNTERED WIlli" 1liE SPECIflED
RES11lAINING LENGl1l "I." SIWJ. lIE RES11lAINDl
ON EACH SlOE Of 11lE FIT11NG.
2. GRNIUlJoR lllRUST Ill.OCl<S SIWJ. lIE fULly
EX1ENDED NJ;) COIoIPACml AGNNSr TRENCH WAU..S.
3. F lllE BEARING CN'ICN Of TRENCH BED
RESIS11NG DOWNWARD 1HRIJSI" IS u:ss 11Wl
100 1<N/m2. ctDR SlONE FllUNIlI.T1DN SIWJ.
BE PRO\/IDED IS DIRECTED sr 11lE ENGINEER.
4. WHEN FITT1NGS ARE PHmH.1.Y OR FUlLy EXPOSED
UNDER PRESSURE. AU. JOlN1S MUST BE RESlRAINED.
5. AU. FITT1N<l JOINTS SIWJ. lIE RESTIWNED .. FNl1H
FlU. N'PI.ICATlONS.
6. C111HOOIC PR01ECl1DN. IlONOING ~ AND lRN:al WIRE
SIWJ. BE IS PER 5-435. 5-QlI.
TABLE NO.1
IlINlllUlol 0II0IENSIDN FOR
GIWlUlAA 1HRUS1' Bl.DCKS
0Efl.. PIPE llWoIEIER (mm)
ANGlE 1001:150 200 300 4DD .
11.25" 4DD 500 &DO 7DD
22.5" 4DD 500 &DO 7DD
45" 450 550 650 750
llO' 600 7DD 850 gro
TABLE NO.2
"I." _1oIUIoI RES'IR.'lNING LENGlll (m)
VERllCAL DEFLECl10N HORlZOHTAL
PIPE DOWNWARD 1HRUS1' U~ 1HRIIST DEFLECl10N
IlIA.
(mm) 11 22.5" 45" 11 22.5" 45" 11.25" 22.5" 45" llO'
1001:150 1.6 2.8 4.g 4.g 7.6 10.1 1.6 2.8 4,g e.l
200 2.0 3.7 6.3 6.3 g.6 13.1 2.0 3.7 6.3 10.6
3DD 2.8 6.2 g.o e.8 13.4 16.3 2.8 5.2 g.o H.g
4DD 3.6 6.7 11.6 11.2 17.2 23.7 3.6 e.7 11.8 Ig.3
ENS!
NOTES
JOINT RESTRAINING LENGTH
FOR PVC PIPE
(IN COMBINATION WITH GRANUlAR THRUST BLOCK)
DWO. DAlE: 1m 11
RE\1SlON NO.: 4
REV. DAlE: 2003 06
SCALE: N.T.s.
8-431
UNOISlURBED GROUND
"I."
"I."
"I..
GAANUlAA THRUST BLOCK
18 mm CRUSHER RUN
UMESTONE COMPACTED TO
98 " PROCTOR DENSIlY.
MECHNlICAL JOINT eN'
.~i /;-
. ::-~:
.:;. '.~~'..::'~.:'.::.
...
N~RBED GROUND
ELEVATION
PLAN
DEAD ENDS
RESTRAINED
JOC
"I..
5
~
:>::
o
is
j!:
GtWIUlAA THRUST BLOCK
19 mm aMlHER RUN
UIoIESTDNE COMPAClEO 10
98 " PROCTOR DENSIlY.
~ ~::.: ;f:.::.;'.~. ~ ~.'. .~
ELEVATION
RESTRAINED TEE
U:1It ~
'i
PLAN
WHERE PIPE IS 1WD SIZES lAAGER DR
MORE 10 REDUCED PIPE.
Lo. 3DD , 10 150 ,
20D , 10 100 ,
R~NED REDUCER
tRENCH WIDTH
"I..
GAANUlAA THRUST BLOCK
19 mm CRUSHER RUN
UIoIESTDNE COMPAClEO 10
98 " PROCTOR DENSI1Y.
ELEVATION
RES1'RAINED
lRENCH WIDTH
PLAN
PLUGGED CROSS
J. GIWl\JIAR THRUST 8l.OCI<S SIW.J.. BE ENCl.DSED WITH
FLTER FAIlRlC F GROUND WATER TAIll.E IS NKNE THE
tRENCH BED DR F GROUND WllTER IS SEEPING
THROUGH tRENCH WH.lS.
4. WHEN f1lT1NGS ~ PI\RIW.lY DR AJU.Y EXPOSED
UNDER PRESSURE, ..u. .lOINTS MUST BE RES1'RAINED.
5. ~ =..,~ SIW.J.. BE RES11WNED IN rNml
8. CIITHDDtC PROTECT1DN. IIDNIllNG CAIIl.E NIl) 1IlIICOl
WIRE SIW.J.. BE IS PER 5-435. 5-439.
7...u. SlOES SIW.J.. BE RES1RAINED FOR IN LK TEES.
MENSIDNS
PIPE
DIll.
10Da.15O
2DD
3DD
40D
"I.. MIN. RESTlWNING
LEN<llH (m)
15.2
19.8
27.7
38.3
WHERE
0WCl. Oil TE: 1991 II
RE\'lSKlN NO.: 8
REV. Oil TE: 20DJ oe
SCALE> N. U.
NOTES
I...u. JOCNTS ENCOUNTERED Wl1HIN THE SPEClRED
RESTRAINING I.ENG1H "I.. SIW.J.. BE RES1IWNED FllOloI
THE ARST JOINT ON FlT11NG.
2. GIWMAA THRUST 8l.OCI<S SIW.J.. BE AJU.Y EXlENDED
IIND COMPACTED IIGAINST TRENCH ~ F tRENCH
WIlLI. ~ ~l\JRA.TED DR OISlURlIED. SPECIAl. ll€SIGN
DETM..S Of" lHRUST RES'lIWNT SIW.J.. BE PRCMDED BY
lHE ENGINEER FOR REVIEW BY lHE REGION.
THRUST BLOCK FOR PVC WATERMAINS
FOR HYDRANT RUNOUTS, TEES
AND DEAD ENDS
~
'(#
~,~
.p.
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r?,t
~.
~;>>
6~~
t9' .;I-~
~~~,
~f/Io
~
~:>
r
~;>>
~~
~~~
NOTES '(#
1. _ SIW.J. lIE PUCED AT lEAST 1.0 .. _ FROII
THE WA1tR S'ISltM APPIJRlOIANC[S NIl IS DEEP IS
tHE BCmllU llI' 1HE N'I'IIRlDWlC[S. -.. DISTNICE
IIE1WEEN NlOOES SIW.J. lIE t.o ...
2. ALL IlONIlNl NIl N<<lOE CMlE 00NNECl10HS SIW.J. lIE
_ _. ALL _ WELD CONNB:lIONS SIW.J.
lIE COMEII wmt Nt N'PIllMIl COo\11NC IIIiltRW.
J. IIONOINQ CMlE SIW.J. lIE NO. .. SE'IEN ST1WCO
COo\1m COPPER WIRE, CHlWEUlEIl 10 FlT11NOS.
4. 6.4 100 ZINC _ SIW.J. lIE SUPl'UED NIl lNSfolU.ED II
A _ N'PIllMIl BY 1HE IIBlION FOR t'fERY
1000 .. llI' 1RACER litRE INSWUD.
6. IINlNESI! III _ CMI.ES SIW.J. lIE lLUE NIl
ZINC _ CMI.ES SIW.J. lIE lMlE.
,
~
~
CATHODIC PROTECTION / BONDING
CABLE / TRACER WIRE
FOR PVC AND CPP WATERMAlN SYSTEMS
Il'MI. DAlE: 1181 04
__II
1lEV. DAlE: _ to
ICW.EI ... T.I.
8-435
~
d,r.~ ~11-
1~ 4
~.~
1W'
~
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NOTES I
1. _.SlWJ. BE l'U<<D AT I.EASr 1.0 m NIIAY FROII
tHE Fll11NC AND IIELOW OR Lf.'IEL 'M1H WAlEJlllMl I
IIINlIIUII oosrANCE BE1WEEN NIOOES SlW.I. BE 1.0 m.
2. H.L IIONllNG AND _ CHIlE COHIlECIlOllS SlWJ. BE
1HEIU1E WElDED. H.L 1HEIlIIITE WElD COHIlECIlOllS SlWJ.
BE ClOA1m 'M1H HI N'Pft(Nf1J CClA11llCl IoIAlOlW.
3. IlONllNC CHIlE SlW.I. BE NO. .. SE.WJC S1RNCl
CClAlUI COPPER -. CHlWEUlED 10 f1IlINClS. I
4. ANOOES SlWJ. BE l'U<<D IIELOW OR Lf.'IEL 'M1H WAlEIlIIHIC.
6. _ _ CHILES SlW.I. BE IIl.OC AND
ZINC _ CHILES SlWJ. BE WHIlE.
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1~
~/1
~
11-
~
OWQ. DAm lt111 11
, _NO.1 I
CATHODIC PROTECTION / BONDING CABLE RtV. DAm lOO2 10
ICMLI N.T'"
FOR EXISTING FERROUS WATERMAlN SYSTEMS 8-439
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CORPORA nON OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL200S-12
GEOTECHNICAL INVESTIGATION
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Ref. No. 4643-5-2
Enclosure 1
'0.
II
BOREHOLE LOCATION PLAN
I
Reference No : 4643-5-2
Borehole No : 1
Enclosure No : 2
I
Client: Totten Sims Hubicki Associates
Jl.-ojecf : Scugog Street Reconstruction
Method: Auger
I
Location : SCllgu~ SIn.'ct, C1arington. ON
Diamder: 110mm
Datum Elevation:
Date: February 23. 2005
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c
.~
;;
..
.
'"
E
'~
~i:..
.
,Q
Description
SAMPLE
I Water %
- u Standard Penetration Plastk Limit !2
"0 - . ~ Liquid Limit -
"" e "" . .. ~
E . S Co > 20 40 60 80 100 1020304050 S
>. ?; ~ >. Z. .
'" Z E- o:
I I I I I I
I AS
I
SUBSURFACE PROFILE
....!!...- 0 '
(; round SUl'facr
I
...,
I
- 50mm Asphalt I
JOOmm (;l1Il1ular Fill
, JOOmm Sand I SS
; lOOmiu (?) Concrete -'""
1..- 2 27
; FILL
- Compact sand)' silt with trace gravel I
; ; itt tup. c1aye)' silt with mixed topsoil
- at the bottom
- 1 SS I Ie
- 3 15
.2.1 2-
- . I I
- CLA YEY SIL T I ! SS I 10
I
Stit1~ ''"'ith scams of fine sand. brown, I I 4 13
-
moist I I I ,
-2.9 - I I I I
----; 3_ ~
- I 5 I ssl10 10
- ~
-
-
, 4....,
-
I - ~
SIL TY CLA Y
- SlilT hecoming firm. brown. moist to I ss I
, )
- wet 6 6
5- (gn.')' rnlRl .:1m)
- 81,...
-
- ~
-
6"";
- 7 I ss 4 b
-<,5 - ,{t
I-- I
- End uf Ilurchole
- I
7_ i I
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V.A. Wood Associates Limited
DlskNo:
Sheet: I of I
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Reference No : -16-13-5-2 Borehole No . 2 Enclosure No : 3
.
Oient: Totten Sims Huhicki Associates
IJrojcct : Scugog Street Reconstruction Method: Auger
Location: Scug("~ Street. C1aringfon. ON Diameter: 110mm
Datum Elevation: Date: February 23. 2005
SlJllSURFACE PRm'ILE I SAMPLE
5 . I I I Water %
t
c 5 I . Standard Penetration Plastic Limit !2
~ Description ~I~ Il . Liquid Limit ~
<< ~ .. <<
,. ~ ~ > 20 40 60 80 100 10 20 30 40 50 5
~ ~ 6J ::: " z ~
'" c f- ez:
~O G."ound Surface t t t I I I
t IAsl
I - I
t 7501111 Asphalt
; 600mm Granular Fill I I
IOOmm (?) Concrete
- POSS/IlLE FILL I. "
l...l Cumllad sand)' silt. trace grolnl 2 SS 10 'J
-1.4 j , I I
--' Wet at 15m
... CLA YEY SILT ~ I 3 I ss I I
\"CI1' stiff. with SCllms of fine sand, 21 ( l:aVC-inlltl.8m
, brown. moist I
,2.1 2-
- I I I
- .~
- I I ss I I c
~ 55
-
SIL TY CLA Y TILL ~ ,
- I I I
3- II~trd. tnlce l,!:1-avcl, brown. moist
I -; ~ I 5 I ss I 80 I (
-3.5 I
-
-; End of 8orehole
-
~-
-
i ...,
-
, ,
-;
, 5-,
I
- I
-
-
6- I
I
- I I
-
- I
- I
7_ I
W V.A. Wood Associates Limited Dl.kNo:
Sheet: lofl
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Rcference No : "6-'3~5-2
Borehole No : 3
Enclosure No : 4
I
Client: Totten Sims lIubicki A.ssociatcs
l'I'ojcct : Scugo~ Street Reconstruction
Method :.Auger
I
LOclltion : Scugog Sh"ecl, Chuington. ON
Diameter: 110m m
Datum Elevation:
Date: February 23. 2005
I
SUBSURFACE PROFILE I SAMPLE
5 10 I i - Waler 0/.
c 5 ~ . Standard Penetration Plastic Limit !l
.~ Description ~ . c Liquid Limit ~
~ l.c :! .c . ;; ~
'c. , '5 . 5 Co ;. 20 40 60 80 100 10 20 30 40 50 5
. '. ,>- ::: c >- t .
i;j IQ , iCIJ ;<: .. 0:
~O GnlUnd Surfatt.' I I I I I I
- 601ll1U ASI.h~lt I IASI I
- 550mm (;nlOuJar fill
..; 150mm (?) Concrete I I
- POSSIBLE FILL e I ss I
I"": Cum pact sandy silt mixed with 2 10 ,.-...
-' lopsoil ~
-1'" ! , I
f----"
! - I I ss I I
- 3 2J
2-"
, ~ I I I I wctal2.1m
-
- ~ I I ss I Ie
4 14
- ,
- TI I I I
3_
- CLA YEY SILT ~ 5 1&~11310
-
- Very stitT to hard. with seams of
sand. brown. moist
-
4_ cave-in at 4m
, I
,
1
-' I ss I
, - 6 18 C
5-'
-
-5.5 -
----, - ~
- SIL TY CLA Y
6-:
- Firm, ~rc)'. moist I 7 SS 7 :)
-(,.:\ -
-
- End Ill' Burehole I
- ; I
7_ I I
W Wood Associates Limited Disk No :
V.A.
Shee': lofl
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Reference No: ....6....3-5-2
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Client: Totten Sims Hubicki Associates
Pl'Oj~ct ~cugog Sh-ect Reconstruction
Locution: ScugO!! Street. Cladn~ton. ON
Datum Elevation:
I
E
.2 s
-; ,.c
... c..
ei ;Q
"
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-
-
, ,
I 5~
-
-
-
-
G-
-
....
-
-
7
SlIBSUI\FACE PROFILE
Description
II
Gl"tlUlld ~tll'facc
-
75mlll Asphalt
600mm Granular Fill
12Smm Concrete
....
PDSSIIlLE FILL
Loose silty S~If1(J ~lIixed with topsoil
SAND
Compact fine sand. trace sil~ brown.
wet
SANDY SILT
Dense. hrown. wet
End IIf Borehole
I
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V.A. Wood Associates Limited
I
Borehole No : 4
I SAMPLE
I i i ,
i , I
i - i u
I~ 1* u ~
.0 u ;;
E Co ...
I'"' ... ~ '"' t
'" ,~ Z ...
I I I I
~
. I I
2 S5 I 9
I::::::: I I I
::n~1291
I:::::::~ 1" l~'" I ~~ I
1-1 .
::::::: I I I I
I:::'! !
I. I 4 I ss I 38 I
: I I
5155145
I I
Standard Penetration
20 40 60 80 100
,-..
o
q
~
Enclosure No : 5
Method: Auger
Diameter: 110mm
Date: FebruaQ' 23, 2005
Watcr%
PlasticUmit
Liquid Limit
1020304050
DbkNo:
Sh..t : 1 orl
.l1
-
.
E
u
c:
can-in at 1.801
I
Rcfcl'cnce No : .I6-U-5-2 Borehole No . 5 Enclosure No : 6
.
Client: Totten Sims Iluhicki Associates
f'rojcct: ScuglJg Street Reconstruction Method: Auger
Loc:.Ition: Scugog St..eet, Claringtoll. ON Diameter: IIOmm
Dlltum Elcvution : Date: Fcbnla."y 23. 2005
SUBSURFACE .}ROFILE I SAMPLE
, I I]
E , I Water %
c E '0 i I.. . Standard Penetration Plastic Limit 11
~ Description " Liquid Limit ~
. ~ ~i; . .. ~
> Co I~ Co ;- 20 40 60 80 100 1020304050 E
. . J) .::: >. i. .
w 0 f- "
---'!.......! II (; ruund SUI'face I I I I I I
! - 75mm A$phalt I I IAS I
- 550111111 Gr.mular Fill
150mm Concrete I
-
I
, - PQSS IllLE FILL I SS I
,..: Cum pact silt), sand mixed with 2 10 "
hlllsoil I. ~
- I cave-in at 1.2m
-1-1
---:....- ., wet at 1.5m
- ill I I
..... )
- I:::::::j J I SS 66
.......
2_ '111 I I I I
- I..... I
- il11 I I SS 1100+1 (
4 I
- SILTY SAND IX~ i I
- Vcr,)' dense, hrown, moist to wet I I
liT
J_ .....
IH I SS c:
- 5 100+
- ::iT
..... 1 I
- .......
.......
- .. j
--I .
_4
-
-
- I ss
- 6 J6 C
I 5":
CLA YEY SIL T I
- I
- liard. ~I'C)'. moist i I
-
-
(,-
- ~ 7 I ss 6J
.(1':; -
- I
- End nr Bureholc
-
7 I ! I
".
W Wood Associates Limited DI.kNo:
V.A.
Sheet: 1 011
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Enclosure No : 7
Reference No : 4643-5-2
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Datum Elcviltion :
Client: Totten Sims lIubic:ki Associates
IJroject: Scugog Sri-cd Reconstruction
Location : SCU~(lg St.'cel, Clarington, ON
Borehole No : 6
Method: Auger
Diameter: II0mm
Date: February 23. 2005
I
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c
.!2
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SUBSURFACE PROFILE
Description
Ground SUl'face
7511101 ASIJhalt
750ml Granular Fill
150m 111 Concrde:
..,
FILL
Compact silt)' sand mixed with
lopsoil
S/L TY SAND
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S/L TY CLA Y TILL
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moist
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Reference No: 46.U~5-2 Borehole No . 7 Enclosure No : 8
.
Client: Totten Sims lIubicki Associates
Project : Scugo~ Stl"Cel Reconstruction Method: Auger
Location: Sl'ugog Sln'cI, Chu"ingtoll. ON Diameter: 110m rn
D<l.tum Elevation: Date: February 23. 2005
SIJIlSURFACE PROFILE SAMPLE
E Water %
: E " v Standard Penetration Plastic Limit II
.~ Description '0 . 0 Liquid Limit "
<< .~ .Q " .Q << v
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: lOUlIlnl Asphalt IASI
- 150mm Grunular Fill 1
-0.55 ' - 150m m Concrete
150mm (?) Sand I I
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.....
- I ss I
1- 2 28 ~
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-
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- trace gravel. with occasional seams or 0:
- sand~ hrown. moist .......
:IT' 0
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- 1551100+1
6
- :IT
.....
5_
- :IT
- .....
- .......
::IT
- .....
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Enclosure No : 9
Reference No : -46.U~5-2
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Client: Totten Sims Hubicki Assaciates
PI"ojcct : Scugog Stnd Reconstruction
Location : Scugo<~ Stn:ct, C1adnglon. ON
lh.tum Elevation;
Borehole No : 8
Method: Auger
Diameter: IIOmm
Date: February 23. 2005
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SUUSURFACE PROFILE
Description
II
(; l"llUud Surface
75m III ASIJhalt
75mm Cnnulur Fill
15011110 Concrete
....LL
G."nclly sand
CLA YEY SILT TILL
liard. trace ~..avcl, brown. mob:t
SANDY SIL T TILL
Vcry dense. h"llCe gravel, brown.
moist
End uf Borehole
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2
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at tip of shoe
wet at 3m
Dbk No :
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Reference No : 464J-5-2
Borehole No : 9
Enclosure No: 10
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Client: Totten Sims lIulJicki Assodates
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Project: ScugoJ,: Srl-cel Reconstruction
Method: Auger
LOClltioll : Scug(l~ SII"Cct. C1arington. ON
Datum Elevation:
Date: Februat")' 23, 2005
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Diameter: lIOmm
SUBSURFACE PROFILE I SAMPLE
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c I Water %
c , I Standard Penetration Plastic Limit
~ C . I! " ::!
Description 1-0 i. " c Liquid Limit .
c ~ JO " JO .. C
C. E t = C >- 20 40 60 80 100 10 2030 40 50 C
" " ! ;~I~ c z "
'" 0 I z <=:
" 0 C;mund SllI"face I 1 I 1 1 I
-. IOOmm Asphalt I IAS I I
125mm (;r~nular Fill I
; 175111111 Concn::te
-(I':;;::; -
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- SANDY SILT TILL I
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.....
- uccasional lu"llms of ~and. brown. <=:
moist .......
-; .......
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6 5S 100+
- iT
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- - I I , I
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Sheet: 1 of 1
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Reference No : J6JJ-5-2
Enclosure No: 11
I
Client: Totten Sims lIubicki Associates
PI"ojed: Scug(l~ Street Recollstruction
I
Location: Scugog Sln!"et. Oaringron. ON
I)"tum Elevation:
Borehole No : 10
Method: Auger
Diameter: IIOIl1n1
SlIllSlIRFACE PROFILE
Date: February 23. 2005
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(; round Surfllcc
1000mm Aspludt
100mm (;I"llnuhtr fill
4001ll111 COllcl"ete
FILL
GI"anll,ysll.nd
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Description
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bruwn. moist
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Standard Penetration
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Water 0/0
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t:F ::Lq4~1
PAGE e1
4162925375
VAWOJDASS
w
V. A. WOOD ASSOCIATES LIMITED
CONSULT1NG GEOTECHNICAL ENGINEERS
1080 TAPSCOTT ROAD. UNIT 24, SOAABOROuGH, QNTAFUO 1A1X lE7
TeLEPHONE: (416) 212-2_ . FAX No: (416) 292-5376
1 April 2005
FAX: 1-905-372-3621
Ref. No. 4643M-5-1
Tal/en Sims Hubicki Associate.'
513 Division St. P.O. Box 910
Cobourg. Ontario
K9A 4W4
AUn: Troy MacArthur
Re: Proposed Reconstruction
Scugog Street
Clarillf!ton. Ontario
Dear Sir:
We r~fer to OUT recently submitted Geotechnical Investigation Report for the above project. A.
concrete road base was encountered in a number of boreholes and we subsequently returned to the
slle and put down thirteen probes through the pavement in order to better assess the extent of the
concrete.
The probes were located on the opposite side of the road from the original boreholes and were given
the corresponding numbers with the suffix of A.
The results of the probes are as follows:
o~
ASlJQCIATlOl'PIOI:VA 'MXlIl ~ INC.. 405_-''''' -. H1E_ T6IS'MlIE: 11111-
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04/01/2005 14:13
4162925375
VAWOODA5S
PAGE 02
Totten Sims Hublckl Associates
1 April 2005
Ref. No 4643-5-3
Page 2
BH# pavement Probe Pavemem
1 62m asphalt 1A 62mm asp1u:tlt
300mm granular base 352mm gran base
na concrete no concrete
2 75m asp1u:tlt 2A 62mm asphalt
600mm granular base 425mm gran base
no concrete no concrete
3 75m asphalt 3A 62mm asphalt
300mm gran base 325mm gran base
250mm concrete no c01lcrete
4 75mm asphalt 4A 62mm asphalt
175mlllgran hase 250mm gran base
150mm concrete na concrete
5 75mm asphalt 5A 75mm asphalt
550m/ll gran base 125mm gran base
150mm concrete 175mm concrete
6 75mm asphalt 6A 90mrn asphalt
75mm gran base 400mm gran base
150mm concrete no concrete
7 100lllm asphalt 7A 75mm asphalt
15 Omlll gran base 125mm g1'an base
150mm concrete 125mlll concrete
8 75mm asp1u:tlt 8A 90mm asphalt
75mm gran base 175mm gran base
150mlll concrete 100mm concrete
9 100mm asphalt 9A 75mm asphalt
125mm gran ba.ft 150mm gran base
175mm concrete 125mm concrete
10 100mm asphalt lOA 75mm asphalt
100mm gran base 200mm g1'an ba.fe
400mm concrete 75mm
~~/~l/~~~~ 14:1j
41b~~~~j/~
VAWWLIA'=i'=i
I"A(x' ~j
ToUen Sims Hubicki Associates
1 April 2005
Ref. No. 4643.5-3
Page 3
Should you have any questiorlS or concerns regarding this letter, please do not hesitate to contact this
'?iliec.
Yours very truly,
V.A. WOOD ASSOCIATES LTMJTED
~o!-~
V. Wood, P.Eflg., MEng.
VW/sw
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CORPORATION OF THE MUNICIPALITY OFCLARINGTON
CONTRACT NO. CL200S..}Z
OPS GENERAL CONDITIONS OF CONTRACT
(September 1999)
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ONTARIO PROVINCIAL STANDARDS
FOR
ROADS AND PUBLIC WORKS
GENERAL CONDITIONS OF CONTRACT
SEPTEMBER 1999
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GENERAL CONDITIONS OF CONTRACT
Table of Contents
SECTION GC 1.0 -INTERPRETATION
GC 1.01 Captions................................................................................................................... 1
GC 1.02 Abbreviations ........................................................................................................... 1
GC 1.03 Gender and Singular References ............................................................................ 1
GC 1.04 Definitions ........................................................................................... ..................... 1
GC 1.05 Substantial Performance ......................................................................................... 5
GC 1.06 Completion............................................................................................................... 6
GC 1.07 Final Acceptance ..................................................................................................... 6
GC 1.08 Interpretation of Certain Words ............................................................................... 6
SECTION GC 2.0. CONTRACT DOCUMENTS
GC 2.01 Reliance on Contract Docurnents............................................................................ 7
GC 2.02 Order of Precedence ...............................................................................................7
SECTION GC 3.0. ADMINISTRATION OF THE CONTRACT
GC 3.01 Conlract Administrator's Authority ........................................................................... 8
GC 3.02 Working Drawings ................................................................................................;.. 9
GC 3.03 Right of the Conlract Administrator to Modify Methods and Equipment ................. 9
GC 3.04 Emergency Situations............................................................................................ 10
GC 3.05 Layout.................................................................................................................... 10
GC 3.06 Working Area.........................................................................................................10
GC 3.07 Extension of Contract Time ................................................................................... 10
GC 3.08 Delays.................................................................................................................... 11
GC 3.09 Assignment of Contract......................................................................................... 11
GC 3.10 Subcontracting by the Contractor.......................................................................... 11
GC 3.11 Changes ................................................................................................................12
GC 3.11.01 Changes in the Worl<.............................................................................................12
GC 3.11.02 Extra Work............................................................................................................. 12
OP8o......1COO_.af~.II.\J ...... t88ll
T_ afC<<*nta.1
GC 3.11.03 Additional Work ..................................................................................................... 12
GC 3.12 Notices................................................................................................................... 12
GC 3.13 Use and Occupancy of the Work Prior to Substantial Performance .....................13
GC 3.14 Claims. Negotiations, Mediation............................................................................ 13
GC 3.14.01 Continuance of the Work....................................................................................... 13
GC 3.14.02 Record Keeping ..................................................................................................... 13
GC 3.14.03 Claims Procedure .................................................................................................. 13
GC,;3.14. 04 Negotiations............................................................................... .................... ........ 14
GC .3.14.05 Mediation ......................................... ...................................................................... 14
GC 3.14.06 Payment................................................................................................................ 14
GC 3.14.07 Rights of Both Parties............................................................................................ 15
GC 3.15 Engineering Arbitration ........................................................................................... 15
GC 3.15.01 Conditions for Engineering Arbitration................................................................... 15
GC 3.15.02 Arbitration Procedure............................................................................................. 15
GC 3.15.03 Appointment of Arbitrator....................................................................................... 15
GC 3.15.04 Costs......................................................................................................................16
GC 3.15.05 The Decision..........................................................................................................16
GC 3.16 Archaeological Finds ............................................................................................. 16
SECTION GC 4.0 - OWNER'S RESPONSIBILmES AND RIGHTS
GC 4.01 Working Area......................................................................................................... 17
GC 4.02 Approvals and Pennits .......................................................................................... 17
GC 4.03 Management and Disposition of Materials ............................................................ 17
GC 4.04 Construction Affecting Railway Property .............:..............................................:.. 18
GC 4.05 Default by the Contractor....................................................................................... 18
GC 4.06 Notification of Default ............................................................................................18
GC 4.07 Contractor's Right to Correct a Default................................................................. 18
GC 4.08 Owner's Right to Correct Default........................................................................... 18
GC 4.09 Tennlnatlon of Contractor's Right to Continue the Work....................................... 18
T_ of ConlentIo - y
OP8GenemCOO_.of~.8.p.. ._ IllIG
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GC4.10
GC 4.11
GC 4.12
GC 4.13
Final Payment to Contractor.......... .... ................ .................... ..... .............. ............. 19
Tennination of the Contract................................................................................... 19
Continuation of Contractor's Obligations ............................................................... 19
Use of Perfonnance Bond ..................................................................................... 19
SECTION GC 5.0 - MATERIAL
GC 5.01
GC 5.02
GC 5.03
GC 5.04
GC 5.05
GC 5.05.01
GC 5.05.02
Supply of Material..................................................................................................20
Quality of Material................................................. ................................. ................ 20
Rejected MateriaL.... ....................................................................... ........ ............... 20
Substitutions .......................................................................................................... 20
Owner Supplied Material....................................................................................... 21
Ordering of Excess Material.................................................................................. 21
Care of Material..................................................................................................... 21
SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE
GC 6.01
GC 6.02
GC 6.03
GC 6.03.01
GC 6.03.02
GC 6.03.03
GC 6.03.04
GC 6.03.05
GC 6.03.05.01
GC 6.03.05.02
GC 6.03.05.03
GC 6.03.05.04
GC 6.03.06
GC 6.03.07
GC 6.04
Protection of Work, Persons and Property ............................................................23
Indemnification ...................................................................................................... 23
Contractor's Insurance...........................................................................................24
General..................................................................................................................24
General Uability Insurance....................................................................................24
Automobile Liability Insurance...............................................................................24
Aircraft and Watercraft Uability Insurance............................................................. 25
Property and Boiler Insurance...............................................................................25
Property Insurance .......... ................ ........... .... ............ ..... ............. ...... ... ........... ..... 25
Boiler Insurance................. .......... ................ ..................... ..................... ................ 25
Use and Occupancy of the Work Prior to Completion........................................... 25
Payment for Loss or Damage..............................:................................................. 26
Contractor's Equipment Insurance ........................................................................ 26
Insurance Requirements and Duration.................................................................. 26
Bonding.................................................................................................................. 27
SECTION GC 7.0 _ CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK
GC 7.01
General.................................................................................................................. 28
T.bleol~.1l
0P8 ~ Cond_ oIConl18c:t. ......._1_
GC 7.02
GC 7.03
GC 7.04
GC 7.05
GC 7.06
GC 7.07
GC 7.08
GC 7.09
GC7.10
GC7.11
GC 7.12
GC7.13
GC 7.14
GC 7.15
Layout.................. ............ .................................................. ......................... ........... 29
Damage by Vehicles or Other Equipment............................................................. 30
Excess Loading of Motor Vehicles ........................................................................ 30
Condition of the Working Area............................................................................... 30
Maintaining Roadways and DetoUlS...................................................................... 30
Access to Properties Adjoining the Work and Interruption of Utility Services....... 31
Approvals and Pennits ..........................................................................................31
Suspension of Work .............................................................................................. 32
Contractor's Right to Stop the Work or Tenninate the Contract............................ 32
Notices by the Contractor .................;..................................................................., 32
Obstructions................ ............................................................... ............................ 33
Umitations of Operations....................................................................................... 33
Cleaning Up Before Acceptance ........................................................................... 33
Warranty ................................................................................................................ 33
SECTION GC 8.0 - MEASUREMENT AND PAYMENT
Measurement......................................................................................................... 35
GC 8.01
GC 8.01.01
GC 8.01.02
GC 8.02
GC 8.02.01
GC 8.02.02
GC 8.02.03
GC 8.02.03.01
GC 8.02.03.02
GC 8.02.03.03
GC 8.02.03.04
GC 8.02.03.05
GC 8.02.03.06
GC 8.02.03.07
GC 8.02.03.08
GC 8.02.03.09
GC 8.02.03.10
GC 8.02.03.11
Quantities........... ..................................... ........................................ ....................... 35
Variations in Tender Quantities ............................................................................. 35
Paymenl................................................................................................................ 35
Price for Work................ ............. .............................................. ....... ...................... 35
Advance Payments for Material......................................................,...................... 36
Certification and Payment .....................................................................................36
Progress Payment Certificate..... .............................................. ............ ........ ..... .... 36
Certification of Subcontract Completion .............;..................................................37
Subcontract Statutory Holdback Release Certificate and Payment...................... 37
Certification of Substantial Performance............................................................... 37
Substantial Perfonnance Payment and Substantial Perfonnance Statutory
Holdback Release Payment Certificates............................................................... 38
Certification of Completion ....................................................................................38
Complelion Payment and Completion Statutory Holdback Release
:::nre:.~.~~~~.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~~
Interest for Late Payment ......................................................................................39
Interest for Negotiations and Claims ..................................................................... 40
Owner's Set-otf ............. ..... ........ ....................... ....... ....... .............. .... ....... ...... ....... 40
T_ of CclIMnta-1v
0P8 0ener8I eoo_.. of ConInc:I. 8eploo_1_
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GC 8.02.03.12
GC 8.02.04
GC 8.02.04.01
GC 8.02.04.02
GC 8.02.04.03
GC 8.02.04.04
GC 8.02.04.05
GC 8.02.04.06
GC 8.02.04.06.01
GC 8.02.04.06.02
GC 8.02.04.07
GC 8.02.04.08
GC 8.02.04.09
GC 8.02.05
GC 8.02.06
GC 8.02.07
GC 8.02.08
GC 8.02.09
Delay in Payment ......m........................................................m.................m.......... 40
Payment on a Time and Material Basis................................................................. 40
Definitions m' ........ ......... ............. ..... ........ m'" .............. ..... ....... .... ......... .......... ........ 40
Daily Wor1< Records................m.....................................................m..m............... 41
Payment for Wor1<.......m.m.......................m.....................m.................................. 41
Payment for Labour .............................m............................................m................42
Payment for Material ......................................................m...........m......................42
Payment for Equipment.........................................................................................42
Working Tune ...............................................................................................m...... 42
Standby Time ........................................................................................................42
Payment for Hand Tools..............................~........................................................43
Payment for Wor1< by Subcontractors.................................................................... 43
Submission of Invoices..........................................................................................43
Final Acceptance Certificate..................................................................................43
Payment ofWor1<ers ..............................................................................................44
Records .................................................................................................................44
Taxes and Duties...................................................................................................44
. Liquidated Damages.............................................................................................. 45
T_titConlel*-V
OPS General eoo_. tit ConIIacl- .........1888
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Ontario Provincial Standards
for
Roads and Public Works
September 1999
GC 1.01
GENERAL CONDITIONS OF CONTRACT
SECTION GC 1.0 . INTERPRETATION
Captions
.01 The captions appearing in these General Conditions have been inserted as a matter of convenience .
and for ease of reference only and in no way define. 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"
"ANS'"
"ASTM"
"AWG"
"AWWA"
"CESA"
"eGSS"
"CSA"
"CWS"
"GC"
"MOE"
"MTC"
"MTO"
"MUTCD"
MOPS"
-HOPSON
"OPSS"
"PEa"
"SAE"
"SSPC"
NUL"
MULCH
GC 1.03
American Association of State Highway Transportation Officials
American National Standards Institute
American Society for Testing and Materials
American Wire Gauge
American Water Works Association
Canadian Engineering Standards Association
Canadian General Standards Board
Canadian Standards Association
Canadian Welding Sureau
General Conditions
Ministry of the Environment (Ontario)
Ministry of Transportation (Ontario)
Ministry of Transportation (Ontario)
Manual of Uniform Traffic Control Devices. published by MTO
Ontario Provincial Standard
Ontario Provincial Standard Drawing
Ontario Provincial Standard Specification
Professional Engineers Ontario
Society of Automotive Engineers
Structural Steel Painting Council
Underwriters Laboratories
Underwriters Laboratories Canada
Gender and Singular References
.01 References to the masculine or singular throughout the Contract Documents shall be considered to
Include the feminine and the plural and vice versa as the context requires.
GC 1.04
Definitions
.01 For the purposes of this Contract the following definitions apply:
Actual Measurement: means the field measurement of that quantity within the approved "mils of the
WOlK.
Peg.'
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Additional Work: means work not provided for in the Contract and not considered by the Contract
Administrator to be essential to the satisfactory completion of the Contract within its intended scope.
Base: means a layer of material of specified type and thickness placed immediately below the pavement,
driving surface, finished grade, curb and gutter, or sidewalk.
Certificate of Subcontract Completion: means the certificate issued by the Contract Administrator in
accordance with clause GC 8.02.03.02, Certification of Subcontract Completion.
Certificate of Substantial 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,
.withintthe 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 Tune.
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 presaibed in the Contract Documents.
Contract Administrator: means the person, partnership or corporation designated by the Owner to be
the Owner's representative for the purposes of the Contract.
Contract Documents: mean the executed Agreement between the Owner and the Contractor, the
Tender. the General Conditions of Contract, the Supplemental General Conditions of Contract, Standard
Specifications, Special Provisions, Contract Drawings, addenda incorporated in a Contract Document
before the execution of the Agreement, such other documents as may be listed in the Agreement and
subsequent amendments to the Contract Documents made pursuant to the provisions of the Agreement
Contract Drawings: or Contract Plans: mean drawings or plans, any Geotechnical Report, any
Subsurface Report and other reports and information provided by the Owner for the Work, and without
limiting the generality thereof, may include soil profiles, foundation investigation reports, reinforcing steel
schedules, aggregate sources lists, Quantity Sheets, cross-sections and standard drawings.
Contract Time: means the time stipulated in the Contract Documents for Substantial Performance of the
Work, including any extension of Contract Time made pursuant to the Contract Documents.
Contractor: means the person, partnership or corporation undertaking the Work as identified in the
Agreement
Controlling Operation: means any component of the Work, which, If delayed, will delay the completion of
the Work.
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Cost Plus: See "Tme and MateriaI".
Cut-Off Date: means the date up to which payment win be made for work perfonned.
Daily Work Records: mean daily Records detailing the number and categories of workers and hours
worked or on standby; types and quantities of Equipment and number of hours in use or on standby; and
description and quantities of Material utilized.
Day: means a calendar day.
Drawings: or Plans: mean any Contract Drawings or Contract Plans or any Working Drawings or
Working Plans, or any reproductions of drawings or plans pertaining to the Work.
Equipment means all machinery and equipment used for preparing, fabricating, conveying or erecting
the Work and nonnally referred to as construction machinery and-equipment
Estimate: means a. calculation of the qUantity or:cost-of-theWork~1l8rt()fitidepending on the context.
Extra Work: means work not provided for in the Contract as awarded but considered. by the Contract
Administrator to be essential to the 'satisfactory. completion of the 'Contract' within its 'intended scope,
including unanticipated work required to comply with legislation and regulations which affect the Work.
Final Acceptance Certificate: means the certificate issUed by the Contract Administrator at Final
Acceptance of the Work.
Final Detailed Statement means a complete evaluation prepared by the Contract Administrator showing
the quantities, unit prices and final dollar amounts of all items of work completed under the Contract.
including variations in tender items and Extra Work, all as set out in the same general fonn as the monthly
estimates.
Force Account See"Tme and Materiar.
Geotechnical Report: means a report or other information identifying soil, rock and ground water
. conditions'inthe area of any proposed excavation or fill.
Grade: means the required elevation of that part of the work.
Hand Toots: means tools that are commonly called tools or-implements of.the trade and include small
power tools.
Highway: means a common and public highway any part of which is intended for or used by the general
public for the passage of vehicles and includes the area between the lateral property lines thereof.
Lump Sum Item: means a tender item indicating a portion of the Work for which payment will be made at
a single tendered price. Payment is' not based on a measured quantity; although a quantity may be given
in the Contract Documents.
Major Item: ..means any tender Item that has a value, calculated on the basis of its actual or estimated
tender quantity, whichever is the larger, multiplied by its tender unit price, which is equal or greater than
the lesser of,
a) $100,000, or
b) 5% of the total tender value calculated on the basis of the total of all the estimated tender
quantities and the tender unit prices.
Material: means material, machinery, equipment and fixtures forming part of the Work.
0I'8caer..t~"'~.""""'_1_
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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 asphanic
concrete, hydraulic cement concrete - Portland cement concrete, or plant or road mixed mulch.
Perfonnance Bond: means the type of security furnished to the Owner to guarantee completion of the
Work in accordance with the Contract and to the extent provided in the bond.
Plan Quantity: means that quantity as computed from within the boundary lines of the Work as shown in
the Contract Documents.
Project: means the construction of the Work as contemplated by this Contract.
Quantity Sheet: means a list of the quantities of Work to be done.
1_.<"
Rate't?f Interest: means the rate determined by the Minister of Anance of Ontario-and issued by, and
ava!~~~le from, the Owner.
'''';~'''_1
Records: mean any books, payroUs, accounts or other information which 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.
". ,it .
J "
Shoulder: means that portion of the Roadway between the edge of the wearing surface and the top
inside edge of the ditch or fill slope.
Special Provisions: mean special directions containing requirements peculiar to the Work.
Standard Specification: means a standard practice required and stipulated by the Owner for
performance of the Work.
Subbase: means a layer of material of specified type and thickness between the Subgrade and the Base.
Subcontractor: means a person, partnership or corporation undertaking the execution of a part of the
Work 0/ virtue of an agreement with the Contractor.
."'!!>.
Subgrade: means the earth or rock surface, whether in cut or fill, as prepared to support the Base,
Subbase.and Pavement
.~ .
Subsuiface Report: means a report or other information identifying the location of utilities, concealed and
adjacent structures and physical obstructions which fall within the influence of the Work.
Superintendent: means the Contractor's authorized representative in responsible charge of the Work.
Surety: means the person, partnership or corporation. other than the Contractor, licensed in Ontario to
transact business under the Insurance Act, R.S.O. 1990, c.1.8, 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 TlI11e and
Material Basis. Where "Cost Plus" and "Force Accounf' are used they shall have the same meaning.
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OPS __ COllllUo... dConlroc:l- ~ 1m
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utility: means an aboveground or underground facility maintained by a municipality, public utility authority
or regulated authority and includes services such as sanitary sewer, storm sewer, water, eleclric, gas, oil,
steam, data transmission, telephone and cable television.
Warranty Period: means the period of 12 months from the date of Substantial Performance or such
longer period as may be specified for certain Materials or some or all of the Work. Where a date of
Substantial Perfonnance is not established, the Warranty Period shall commence on the date of
Completion.
Work: means the total construction and related services required by the Contract Documents.
Working Area: means'a11 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"Oay as tlelenninecl"!lYlheContrifCl'Adminis1rator;'on'Which'1he-Oontractorisprevented by
- inclemenl weather or collditions resulting immediately1he.el,om;from ploceeding'With'a'Controlling
'Operation. ., For the purposes of this definition, thiswill.be aOay 'during'which' the Contractor .cannot
proceed with at least 60% of the normal labour and equipment force effectively engaged on the
ControUing Operation for at least 5 hours;
c) except a Day on which the Contractor is prevented from proceeding with a Controlling Operation, as
detennined 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. olKlelivery of OWner-supplied materials,
fii. any cause beyond the reasonable control of the Contractor which can be substantiated by the
Contractor to the satisfaction of the Contract Administrator.
. Working Drawlngs: or Working Plans: . means any Drawings or Plans prepared by the Contractor for the
execution of the Work and may, without limiting the generality thereof, include falsewor1c plans, Roadway
protection plans, shop drawings, shop plans or erection diagrams.
GC 1.05
Substantial Perfonnance
.01 The Work is substantially performed,
a) when the Work to be' perfonned 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 perfonned under the Contractis''CSpable'of-compIetion-or, where there Is a
known detect, the cost of conection, Is not more than
i. 3% of the first $500,000 of the Contract price,
fi. 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 COllb....tor 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 detennlning Substantial Performance.
OP8_Cond_oI~.8ejllIoo._t_
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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,
al 1% of the Contract price; or
bl $1,000.
GC 1.07
Final Acceptance
.01 Final Acceptance shall be deemed to occur when the Conlracl Administrator is satisfied that, to the
best of the Contract Administrator's knowledge at that time, the Contractor has rectified all imperfect
work and has discharged all of the Contractor's obligations under the Contract.
GC1.oS
Interpretation of Certain Words
.01 ..:the words "acceptable". "approvar, "authorized", "considered necessary", "directed", "required",
<::':~satisfactory", or words of like import, shall mean approval of, directed, required, considered
. - necessary or authorized by and acceptable or satisfactory to the Contract Administrator unless the
context clearly indicates otherwise.
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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 which will affect the Work will be shown to a
tolerance of:
i. 1 m horizontal and
ii. 0.3 m vertical
b) The Owner does not warrant interpretations of data or opinions expressed in any Subsurface
Report available for the perusal of the Contractor and excluded from the Contract Documents; and
c) Other information specifically excluded from this warranty.
GC 2.02
Order of Precedence
.01 In the event of any inconsistency or conflict in the contents of the folloWing documents, such
documents shall take precedence and govern in the following order:
a) Agreement
b) Addenda
c) Special Provisions
d) Contract Drawings
e) Standard SpeGifications
f) Tender
g) Supplemental General Conditions
h) General Conditions
i) Working Drawings
Later dates shall govern within each of the above categories of documents.
.02 In the event of any conflict among or inconsistency in the information shown on Drawings, the
following rules shall apply:
a) Dimensions shown in figures on a'Drawing shall govern where they differ from dimensions scaled
from the same drawing;
b) Drawings of targer scale shall govern over those of smaller scale;
c) Detailed Drawings shall govem over general Drawings; and
d) Drawings of a later date shall govern over those of an earlier dale in the same series.
.03 In the event of any conflict in the contents of Standard 'Specifications the following order of
pnecedence shall govern:
a) Ontario Provincial Standard Specifications; then
b) 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 any one shall be as binding as
if required by all. "
OP8OeMf81Conc1_flt~.8~1 ,w1_
Pege 7
SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT
GC 3.01
Contract Administrator's Authority
.01 The Contract Administrator will be the Owner's representative during construction and until the
issuance of the Completion Certificate or the issuance of the Final Acceptance Certificate whichever
is later. All instructions to the Contractor including instructions from the Owner will be issued by the
Contract Administrator. The Contract Administrator will have the authority to act on behalf of the
Owner only to the extent provided in the Contract Documents.
.02 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.
.03 The COntract Administrator will inspect the Work for its conformity with the plans and specifications,
a.r:!d to record the necessary data to establish payment quantities under the. schedule of tender
qUantities and unit prices or to make an assessment of the value of the work completed in the case of
{~J!Jmp sum price contract.
.04 :Jl1e Contract Administrator will determine the amounts owing to the Contractor under the Contract
and will issue certificates for payment in such amounts as provided for in Section GC 8.0,
Measurement and Payment
The Contract Administrator will with reasonable promptness review and take appropriate action upon
the Contractor's submissions such as Shop drawings, product data, and samples in accordance with
the Contract Documents.
" .05
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.06
.07
.08
....
.09
The COntract Administrator will investigate all allegations of a change in the character of the Work
made by the COntractor and issue appropriate instructions.
The Contract Administrator will prepare Change Directives and Change Orders.
Upon written application by the COntractor, the COntract Administrator and the COntractor will jointly
conduct an inspection of the Work to establish the date of Substantial Performance of the WOI1<
, and/or the date of Completion of the Work.
The Contract Administrator will be, in the first instance, the interpreter of the COntract Documents and
the judge of the performance thereunder by both parties to the COntract. Interpretations and
deCisions of the Contract Administrator shall be consistent with the intent of the COntract Documents
and in making these decisions the COntract Administrator will not show partiality to either party.
~.. .~
.10 The' Contract Administrator will have the authority to reject part of the WOI1< or Material which does
not conform to the Contract Documents.
.11 Defective work, whether the result of poor wOI1<manship, use of defective material, or damage
through carelessness or other act or omission of the Contractor and whether incorporated in the WOI1<
or not, which has been rejected by the COntract Administrator as falling to conform to the COntract
Documents shall be removed prompUy from the WOI1< by the COntractor and replaced or re-executed
promptly in accordance with the Contract Documents at no additional cost to the OWner.
.12 Any part of the Work destroyed or damaged by such removals, replacements or re-executions shall
be made good, prompUy, at no additional cost to the OWner.
.13 If, in the opinion of the COntract Administrator, it Is not expedient to correct defective work or work not
performed in accordance with the Contract Documents, the OWner may deduct from monies
otherwise due to the COntractor the difference in value between the work as performed and that
called for by the Contract Admln~.
P98
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.14 Notwithstanding any inspections made by the Contract Administrator or the issuance of any
certificates or the making of any payment by the Owner, the failure of the Contract Administrator to
reject any defective worK or Material shall not constitute acceptance of defective worK or Material.
.15 The Contract Administrator will have the authority to temporarily suspend the Work for such
reasonable time as may be necessary to facilitate the checking of any portion of the Contractor's
construction layout or the inspection of any portion of the Work. There shall not be any extra
compensation for the suspension of work.
GC 3.02
Working Drawings
.01 The Contractor shall arrange for the preparation of clearly identified and dated Working Drawings as
called for by the Contract Documents.
.02 The Contractor shall submit Working DraWingS to the Contract AcIministrator with reasonable
promptness and in orderly sequence so as to-not cauSe delay in theWork. '.If~ the Contractor or
the Contract Administrator so requests they shaD jointly prepare-a 'schedule fixing the .dates for
submission and retum of Working DraWings. Working - DraWings shaD be.submitted in printed form.
A! the time of submission the Contractor shall notify the Contract Administrator in writing of any
deviations from the Contract requirements that exist in theWorking Drawings.
.03 The Contract Administrator will review and return Working DraWings in accordance with an agreed
upon schedule, or otherwise, with reasonable promptness so as not to cause delay.
.04 The Contract Administrator's review will be to check for conformity to the- design -concept and for
general arrangement only and such review shall not relieve the Contractor of responsibility for errors
or omissions in the Working DraWings or of responsibility for meeting all requirements of the Contract
Documents unless a deviation on the Working DraWings has been approved in writing by the Contract
Administrator.
.05 The Contractor shall make any changes in Working DraWings Vlhich the Contract Administrator may
require consistent with the Contract Documents and resubmit unless otherwise directed by the
Contract Administrator. - When resubmitting. the Contractor shaUnotify the Contract Administrator in
writing 'of any revisions other than those requested by the Contract Administrator.
.06 Work related to the Working Drawings shall not proceed until the Working DraWings have been
signed and dated by the Contract Administrator and marked with the words "Reviewed. PermissiOn
to construct granted."
.07 The Contractor shall keep one set of thereviewed WorkingDrawingsi markec\;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, Vlhen 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 shaD, when requested In writing, alter the sequence of its operations on the Contract
so as to avoid interference with worK being performed by others,
.03 Notwithstanding the foregoing, the Contractor shall ensure that all necessary safety precautions and
protection are maintained throughout the Work.
OPS 0eneNI Cand_ OIConnct.....- t.
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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 will
pay for the remedial work.
GC 3.05
Layout
"
.01' The Contract Administrator will provide baseline and benchmark intonriation for'the general location,
. .alignment and elevation of the Work. The Owner will be responsible only for the correctness of the
. .,mformation provided by the Contract Administrator. .
~.
GC 3.06 Working Area
,
--~""~,
.01 The COntractor's sheds, site offices, toilets, other temporary structures and storage areas for material
and equipment shall be grouped in a compact manner and maintained in a neat and orderly condition
stall times.
.02 The Contractor shall confine his construction operations to the Working Area. Should the Contractor
require more space than that shown on the Contract Drawings, the Contractor shall obtain such
space at no additional cost to the Owner.
.03 The Contractor shall not enter upon or occupy any private properly for any purpose, unless the
Contractor has received prior written permission from the properly owner.
GC 3.07
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 TlI1le shall
enumerate the reasons, and state the length of extension required.
.02 .Circumstances suitable for consideration of an extension of Contract Time, include the following:
a) Delays; See subsection GC 3.08.
b) Changes in the Work; See clause GC 3.11.01.
c). Extra Work; See clause GC 3.11.02.
d) Additional Work; See clause GC 3.11.03.
.03 The Contract Administrator will, in considering an application for an extension to the Contract Time,
take into account whether the delays, Changes in the Work, Extra Work or Additional Work involve a
Controlling Operation.
.04 The Contract Time shall be extended for such additional time as may be recommended by the
Contract Administrator and deemed fair and reasonable by the Owner.
.05 The terms and conditions of the Contract shall continue for such extension of Contract Time.
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GC 3.08
Delays
.01 If the Contractor is delayed in the perfonnance of the WoIk by.
a) war. blockades. and civil commotions, errors in the Contract Documents; an act or omission of the
Owner or Contract Administrator. or anyone employed or engaged by them direcUy or indirectly,
contrary to the provisions of the Contract Documents;
b) a stop work order issued by a court or public authority. provided that such order was not issued as
the result of an act or omission of the Contractor or anyone employed or engaged by the
Contractor direcUy or indirectly;
c) the' COntract 'Administrator gMngnotice under subseclionGC 7.09; Suspension of Work;
d) abnormal inclement weather; or
e) 'archaeological finds in accordance with subsection GC 3.16. Archaeological Finds.
then the Contractor shall be reimbursed by the Owner for-reasonable costs incurred by-the Contractor
as the result of such delay. provided that in the case of an application for an extension of COntract
Tillie. due to abnormal inclemeni.weather;the''Contractor-shall; 'with 'the'Contractor's -application,
submit evidence from Environment Canadain.supportof such'application;'~nsion of Contract
Tune will be granted in accordance with subsection GC3;07. Extension of,COnIractTime,
.02 If the Work.is delayed by labour disputes. strikes orlock-outs-- includinglock-outs decreed or
recommended to its members by a'recognized contracfDl's association, of which, the Contractor is a
. member or to which the COntractor is otherwise bound . which are beyond theContracfDl's control,
then the Contract Tune shall 'be' extehdeci' in'accordance'with' subsectionGC' 3;07; .Extension of
Contract Time. In no case shall the extension of COntract Time be less than the time losIas the
result of the event causing the delay. unless a shorter extension'is agreed to by the Contractor; - The
Contractor shall notbe entitled to payment for costs incurred as the'result of.such delays unless such,
delays are the result of actions by the Owner.
GC 3.09
Assignment of COntract
.01 The COntractor shall not assign the Contract, either in whole or in part, without the written consent of
the Owner.
GC3.10
Subcontracting by the Contractor
. .01 The Contractor may subcOntract any part of the Work; subject to these General Conditions and any
limitations specified in the Contract Documents.
.02 The Contractor shall notify the Contract Administrator. inwriting;'of1heintentionto subcontract. Such
notification shall identify the part of the Work; and the Subcontractor with whom it is intended.
.03 The Contract Administrator will, within 10 Days'of receipt of such notification,,'accept or reject the
intended Subcontractor. The rejection will be'in writing-and will include the reasons for the rejection.
.04 The Contractor shall not, without the written consent of the Owner. change a Subcontractor. who has
been engaged in accordance with subsection GC 3.10 Subcontracting by the Contractor.
.05' The Contractor shall preSeMland protect the rights of the parties under 1he Contract with respect to
that part, of the Work.to be.performed under subcontract and shall.
a) enter into agreements with the intended Subcontractors to require them to perform their work In
accordance with the Contract Documents; and
b) be as fully responsible to the Owner for acts and omissions of the Contraclol's Subcontractors and
of persons direcUy or Indirectly employed by them as for acts and omissions of persons directly
employed by the Contractor. '
OPe o.-.l CondIIonI 01 C<<*ec:t. 81.1 ..... I.
Pqel1
.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 shaH create a contractual relationship between a
Subcontractor and the OWner.
GC 3.11
GC3.11.01
Changes
Changes in the Work
-,,- ".,
.01 The Owner, or the Contract Administrator where so authorized, may, by order in writing, make a
Change in the Work without invalidating the Contract. The Contractor shall not be required to
proceed with a Change in the Work until in receipt of a Change Directive. Upon the receipt of such
Change Directive the Contractor shall proceed with the Change in the Work.
.02 .J1Je Contractor may apply for an extension of Contract TllTIe according to the terms of subsection GC
3:07, Extension of Contract TIlTIe.
.031t.the Changes in the Work relate solely to quantities, paynJent for that part of the Work will be made
'aCcording to the conditions specified in clause GC 8.01.02, Variations In Tender Quantities. If the
Changes in the Work do not solely relate to quantities, paynJent may be negotiated pursuant to
subsection GC 3.14, Claims, Negotiations, Mediation or paynJent may be made according to the
concfrtions contained in clause GC 8.02.04, Payment on a TIIIJe and Material Basis.
.
GC~.11.02
. ExtraWork
.01 The Owner, or Contract Administrator where so authorized, may instruct the Contractor lD 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 Directive. Upon receipt of such Change Directive the
Contractor shall proceed with the Extra Work.
.02 The Contractor may apply for an extension of Contract Tme according to the terms of subsection GC
3.07, Extension of Contract Tme.
.03 Payment for the Extra Work may be negotiated pursuant to subsection GC 3.14, Claims,
NegotiationS, Mediation, or paynJent may be made according to the conditions contained in clause
GC 8.02.04, Payment on a Time and Material Basis.
GC 3..1.1 .03
Additional Work
.01 ~ Owner, or Contract Administrator where so authorized, may request the Contractor lD perform
Additional Work without invalidating the Contract. If the Contractor agrees to perform Additional
Work, the Contractor shall proceed with such Additional Work upon receipt of a Change Order.
.02 The Contractor may apply for an extension of Contract Time according to the terms of subsection GC
3.07, Extension of Contract Time.
.03 PaynJent for the Additional Work may be negotiated pursuant lD subsection GC 3.14, Claims,
Negotiations, Mediation, or payment may be made according to the conditions contained in clause
GC 8.02.04, Payment on a Time and Material Basis.
GC3.12
Notices
.01 Any notice permllled or required to be given lD the Contract Administrator or the Superintendent In
respect of the Work shaD be deemed lD have been given lD and received by the addressee on the
date of delivery If delivered by hand or by facsimile transmission and on the fifth Day after the date of
mailing If sent by man.
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.02 The ContraclDr and the Owner shall provide each other with the mailing addresses, telephone
numbers and facsimile terminal numbers for the Contract Administrator and the Superintendent at the
commencement of the Work.
.03 In the event of an emergency situation or other urgent matter the Contract Administrator or the
Superintendent may give a verbal notice, provided that such notice is confinned 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.
GC3.13
Use and Occupancy of the Work Prior to Substantial Perfonnance
. .01 Where it is not cOntemplated elsewhere in'the Contract Documentsi the OWner may use or occupy
the Work or any part thereof prior to SubstllntialPerformancei provided;that,at.teast 30 Days' written
notice has been given to the ContraclDr.
.02 The use or occupancy of the Work or any part thereof by.theOWnerpriortoSUbstantial 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 ContracIDr or the. Contracto/'S SUrety from any liability
that has arisen, or may arise, from the performance-of the Work'in'accordance'with the Contract
Documents. The OWner will be responsible for any damage that occurs because of the Owner's use
or occupancy,Such use or occupancy of any part of the Work by the Owner does not waive the
OWner's rightto.charge .the'Contractorfiquklated damages in accordance with thelerms of the
Contract.
GC3.14
GC 3.14.01
Claims, Negotiations, Mediation
Continuance of the Work
.01 Unless the Contract has been tenninated or completed, the ContracIDr shall in every case, after
serving or receiving any notification of a claim or dispute; -verbal or written, continue to proceed with
the Work with due diligence and expedition. It 'is understood by the parties that such .action will not
jeopardize any claim it may have. -
GC 3.14.02
Record Keeping
.01 Immediately upon commencing work which may result in a claim, the Contractor shall keep Daily
Work Records during the course of the Work. sufficient to substantiate the Contractor's claim, and the
Contract Administrator will keep Daily WOrICRecords'to'be used in'assessing-the ContraclDr's claim.
all in accordance with clause GC 8.02.07. Records.
.02 The Contractor and the Contract Administrator shall reconcile their respective Daily Work Records on
a daily basis, to simplify review of the claim. when submitted.
.03 The keeping of Daily Work Records by the Contract Administrator or the reconciling of such Daily
Work Records with those of the' Contractor shall not be construed to be acceptance of the claim.
GC 3.14.03
Claims Procedure
.01 The Contractor shall give verbal notice of any situation which may lead to a claim for additional
payment immediately upon becoming aware of the situation.
.02 The Contractor shall provlde written notice in the standard fonn "Notice of Intent to Claim" within 7
Days of the commencement of any part of the Work which may be affected by the situation.
0P8 0enMI CondIllclN III ConlNCI. ......lber ttll8
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.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 th~ Contract Administrator.
.04 Within 30 Days of the receipt of the Contractol's detailed claim, the Contract Administrator may
request the Contractor to submit any further and other particulars as the Contract Administrator
considers necessary to assess the claim. The Contractor shall submit the requested information
within 30 Days of receipt of such request
.05 Within 90 Days of receipt of the detailed claim, the Contract Administrator shall advise the Contractor,
in writing, of the Contract Administratol's opinion with regard to the vafldity of the claim.
~.
GC 3;114.04 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 3.14.03.05, 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 setllement cannot be reached and it is agreed
thai payment cannot be made on a Time and Material basis in accordance with clause GC 8.02.04,
Payment on a Time and Material Basis, the parties shall proceed in accordance with clause GC
3.14.05, Mediation, or subsection GC 3.15. Engineering Arbitration.
GC 3.14.05
Mediation
.01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.14.04,
Negotiations, within a period of 30 Days foDowing the opinion given in paragraph GC 3.14.03.05, and
. the Contractor wishes to pursue the issue further, the parties may, upon rnutuaJ 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
:"~ with the parties together and separately, as necessary, to review all aspects of the issue. In a
final attempt to assist the parties in resoMng the issue themselves prior to proceeding to arbitralion
the mediator shall provide, without prejudice, a non-binding recommendation for selllement
.04 The review by the mediator shall be compleled within 90 Days following the opinion given in
paragraph GC 3.14.03.05. .
.05 Each party is responsible for its own costs related to the use of the third party mediator process. The
cost of the third party mediator shall be equally shared by the Owner and Contractor.
GC 3.14.06
Payment
.01 Payment of the claim will be made no later than 30 Days after the date of resolution of the claim or
dispute. Such payment will be made according to the tenns of Section GC 8.0, Measurement and
Payment
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OPS o.n..I Colldlllona fII ConIrU. .....-,1189
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GC 3.14.07
Rights of Both Parties
.01 It is agreed that no action taken under this subsection GC 3.14. Claims. Negotiations. Mediation, by
either party shall be construed as a renunciation or waiver of any of the rights or recourse available to
the parties, provided that the requirements set out In this subsection are fulfilled.
GC 3.15
GC 3.15.01
Engineering Arbitration
Conditions for Engineering Arbitration
.01 If a claim is not resolved satisfactorily through the negotiation stage noted In clause GC 3.14.04.
Negotiations. or the mediation stage noted in clause GC 3.14.05, Mediation. either party may invoke
the provisions 'ofsubsection GC 3;15, Engineering Artlitration, by giving written notice to the other
party.
.02 Notification that arbitration shall be implemented to resolve theissue"5haHbe'communicated in writing
as soon as possible and 'nolaterthan"60"Days~following'1he""OPinion'''9Wen in paragraph GC
3.14.03;05. Where the use of a third party'mediator was.implemented;.notificationshall be within 120
Days of the opinion given in paragraph GC 3.14.03.05.
.03 The parties shall be bound by the decision of the arbitrator.
.04 The rules and procedures of the Atbitration Act. 1991. 5.0. 1991. c.17, as amended, shall apply to
.any arbitration conduded. hereunder except to the . extent that . they are modified by. the express
provisions of this subsection GC 3.15. Engineering Arbitration.
GC 3.15.02
Arbitration Procedure
.01 The following provisions are to be included In the agreement to arbitrate and are subjed only to such
right of appeal' as exist where the arbitrator has exceeded 'his or her jurisdiction or have otherwise
disqualified him or herself:
a) All existing actions inrespedof the matters under arbitralionwill'be'stayed pending arbitration;
b) All outstanding claims and matters to be settled are to be set out. in a schedule to the agreement
Only such claims and matters as are In the schedule will be arbitrated; and
c) Before proceeding with the arbitration. the ContradOr Shall confirm that all matters in dispute are
set out in the schedule.
GC 3.15.03
Appointment of Arbitrator
.01 The arbitrator shall be mutually agreedupon'by1he OwnerandConbaclDr1aadjudicate the dispute.
.02 Where the Owner and ConbadOr cannot agree on a sole arbitrator within 30 Days of the notification
of arbitration noted In paragraph GC 3.15.01.02. the Owner and the ConbadOr 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 will seiad 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.
OPS _ ~ fllCanlracl........-1l188
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.06 The arbitrator is not bound by the rules of evidence which govem the trial of cases in court but may
hear and consider any evidence which the arbitrator considers relevant
.07 The hearing will commence within 90 Days of the appointment of the arbitrator.
GC 3.15.04
Costs
.01 The arbitrator's fee shall be equally shared by the Owner and the Contractor.
.02 The fees of any independent experts and any other persons appointed to assist the arbitrator shall be
shared equally by the Owner and the Contractor.
.03 The arbitration hearing shall be held in a place mutually agreed upon by both parties or in the event
the parties do not agree, a site shall be chosen by the arbitrator. The cost of obtaining appropriate
facilities shall be shared equally by the Owner and the Contractor.
~.~,~.- . c'
.04 ' The arbitrator may, in his or her discretion, award reasonable costs, related to the arbitration.
GC 3:15.05
The Decision
-5;;..:
.01 The reasoned decision will be made in writing within 90 Days of the condusion 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 dause GC 3.14.06, Payment
GC3.16
Archaeological Finds
.01 If the Contractor's operations expose any items which 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 accorctance with subsection GC 7.09, Suspension of Work.
.02 Any delay in the completion of the Contract that is caused by such a suspension of Work will be
considered to be beyond the Contractor's control in accordance with paragraph GC 3.08.01.
. .03 Any work directed or authorized in connection with an archaeological find will be considered as Extra
, Work in accordance with clause GC 3.11.02, Extra Work.
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GC 4.01
SECTION GC 4.0. OWNER'S RESPONSIBILmES AND RIGHTS
Working Area
.01 The Owner will acquire all property rights which are deemed necessary by the Owner for the
construction of the Work, including temporary working easements, and will indicate the full extent of
the Working Area on the Contract Drawings.
;02 The Geotechnical Report and.Subsurface Report which will be provided by the Owner as part of the
tender documents shall form part of the Contract Drawings.
GC 4.02
Approvals and Pennlts
.01 The Owner will pay for all plumbing and building permits.
.02 The Owner will obtain and pay for allpermits,licenses.and .certificates:soJeIyJequired.for Project
approval . .
GC 4.03
. Management and Disposition of Materials
.01 . The Owner will identify in the Contract Documents the materials to be moved within or removed from
the Working Area, and any characteristics' of those materials which w11l necessitate special materials
management and disposition.
" .. '.02InaccorilanceWithi'eljulations under the OCCUpational Healthand'SafetyAct; R;S,O. .1990;c.O.1,. as
amended, the Owner advises that
a) the designated substances silica, lead and arsenic are generally present throughout the Working
Area occurring naturally or as a result of vehicle emissions:
b) the designated substance asbestos is present In asbestos conduits for utilities;
c)' the 'following' hazardous 'materials are ,ordinarily present in construction; activities:'limestone,
gypsum, marble, mica and Portland cement; and
d) exposure '10 these substances may .occur as'a result of activities by the Contractor such as
sweeping, grinding, crushing,driRing, blasting; cutting and abrasive blasting.
.03 The Owner will identify in the Contract. Documents any designated substances or hazardous
materials other than those identified above and their location in the Working Area.
.04 If the Owner or eouhaGto. discovers oris advised.of,the'presence:.of.designatedsubstances or
hazardous. materials which are in addition to those listed. in .paragraph' GC. 4.03.02, or not dearly
identified in the Contract'Documentsaccording'1o;paragraph.OO'4;c}3:03,-,.then;.verbalnotice win be
provided to the other party immediately with written confirmation within '2 Days. The Contractor will
stop wolI< in the area 'immediately and will determine the necessary steps required to complete the
work in accordance with applicable legislation and regulation.
.05 The Owner will' be responsible for any reasonable' additional costs of removing, managing and
disposing of any material' not identified in the Contract Documents, or where conditions exist that
could not have been reasonably foreseen at the time of tendering. All work under this paragraph
shall be deemed to be Extra Work.
.06 Prior to commencement of the Work, the Owner will provide to the Contractor a list of those products
controlled under the Workplaoe Hazardous Materials Information. System or WHMIS. which the
Owner will supply or use on the Contract, together with copies of the Matertals Safety Data Sheels for
these products. All containers used In the application of products controlled under WHMIS shan be
labelled. The Owner will notify the Contractor In wrttlng of changes to the Hst and provide relevant
Matertal Safety Data SheeIs.
OP8GennlCond_c1Co1*11ct.~_l_
~17
GC 4.04
Construction Affecting Railway Property
.01 The Owner will pay the costs of all flagging and other traffic control measures required and provided
by the railway company unless such costs are solely a function of the Contractor's chosen method of
completing the Work.
GC 4.05
Default by the Contractor
.01 The Contractor shall be in default of the Contract if,
a) the Contractor fails to commence the Work or execute the Work properly or otherwise fails to
comply with the requirements of the Contract to a substantial degree; or
b) if the Contractor is adjudged bankrupt or makes a general assignment for the benefit of creditors
because of insolvency or if a receiver is appointed because of insolvency.
GC.4,96 Notifjcation of Default
;-~_:~~^
.01."ithe Owner will give written notice of a default to the Contractor as soon as the Owner becomes
aware of the alleged default but failure to give such notice in a timely way shall not constitute
condonation of the default The notice will include instructions to correct the default within 5 Working
Days.
GC 4.07
Contractor's Right to 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.
GC 4.08
Owner's Right to Correct Default
.01 If the Contractor fails to correct the default within the time specified in subsection GC 4.07,
,,:€pntractor's Right to Correct a Default, or subsequently agreed upon, the Owner, without prejudice to
",a.tly 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 lhereafIer due to the Contractor.
GC 4.09
Tenninatlon of Contractor's Right to Continue the Work
.01 Where the Contractor fails to correct a default within the time specified in subsection GC 4.07,
Contractor's Right to Correct a Default, or subsequenUy agreed upon, the Owner, without prejudice to
any other right or remedy the Owner may have, may terminate the Contractor's right to continue the
Work in whole or in part by giving written notice to the Contractor.
.02 If the Owner temninates the Contractor's right to continue with the Work In whole or in part, the Owner
will be entitled to,
a) take possession of the Working Area or that portion of the Working Area devoted to that part of the
Work temninated;
b) utilize the equipment of the Contractor and any MaterIal within the Working Area which Is Intended
to be Incorporated into the Work, the whole subject to the right of third parties;
c) withhold further payments to the Contractor with respect to the Work or the portion of the Work
withdrawn from the Contractor unllllhe Work or portion thereof withdrawn Is completed;
"-1.
0P8 o.n..t CandIlIanI tit ConII8d. ........_ll1lll1
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d) charge the Contractor the additional cost over the Contract price of completing the Work or portion
thereof withdrawn from the Contractor, as certified by the Contract Administrator and any
additional compensation paid to the Contract Administrator tor such additional service arising from
the correction of the default;
e) charge the Contractor a reasonable allowance, as determined by the Contract Administrator, to
cover correction to the Work pertormed by the Contractor that may be required under subsection
GC 7.15, Warranty;
1) charge the Contractor for any damages the Owner may have sustained as a result of the default;
and
g) charge the Contractor the amount by which the cost of corrections to the Work under subsection
GC 7.15, Warranty, exceeds the allowance provided for such corrections.
GC4.10
Final Payment to Contractor
.01 If the Owner's cost to correct and complete:theWorkin.whole or inparUs.1ess than the amount
withheld from the Contractor under subsection 'GC4.09;Termination.of..:pontractor's Right to
Continue the Work,' the Owner will pay the'balance.to1he'Contractor'asso<in'as the final accounting
for the Contract is complete.
GC4.11
Tenninatlon of the Contract
.01 Where the Contractor is in default of the Contract the OWner may. without prejudice to any other right
Dr remedy the Owner may have, 1erminatethe Contract by givingwritlen notice of termination to the
..Contractor, the Surety and 'any trustee 'or receiver acting on behalf of ' the Contractor's. estate or
creditors.
.02 if the Owner elects to terminate the Contract the Owner will provide the Contractor and the trustee or
receiver with a complete accounting to the date of termination.
GC4.12
Continuation of Contractor's Obligations
.01 The Contractor's' obligation under the Contract as toquaiity; correction and warranty of the Work
performed prior to the time of termination of the Contract or termination of the Contractor's light to
continue with the Work in whole or in part shall continue to be in force after such termination.
GC 4.13
Use of.Pertonnance Bond
.01 If the Contractor is in default of the Contract and the Contractor'has'provideda Performance Bond,
the provisions of this Section shall be exercised' in accordance with the conditions of the Performance
Bonet. -.
0P8 0enerII1 Condlllona of Cor*N. 8epIIol._'1I88
,,-'11
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 or unless otherwise specified in the Contract
Documents.
.02 Material supplied by the Contractor shall conform to the requirements of the Contract
.03 . Ai. specified or as requested by the Contract Administrator, the COntractor shall make available for
>~pection or testing a sample of any Material to be supplied by the Contraclor.
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.04 jThe COntractor shall obtain for the Contract Administrator the right to enter upon the premises of the
Material manufacturer or supplier to carry out such inspection, sampling and testing as specified or a
. requested by the Contract Administrator.
.05 The COntractor shall notify the COntract Adminil>bdtu. of the sources of supply sufficiently in advance
of the Material shipping dates to enable the COntract Administrator to perform the required inspection,
"'sampling and testing.
.06 The Owner will not be responsible for any delays to the Contractor's operations where the Contractor
fails to give sufficient advance notice to the Contract Administrator to enable the Contract
Administrator to carry out the required inspection, sampling and testing before the scheduled shipping
date.
"'..;
.07 The Contractor shall not change the source of supply of any Material without the written authorization
of the Contract Administrator.
.08 Material which is not specified shall be of a quality best suited to the purpose required and the uSe of
such Material shall be subject to the approval of the Contract Administrator.
GC 5-9l.
Rejected Material
.01 R;J"ected Material shall be removed from the Working Area expeditiously after the notification to that
e(fect from the Contract Administrator. Where the Contractor fails to comply with such notice the
COntract Administrator may cause the rejected Material to be removed from the Working Area and
disposed of in what the Contract Administrator considers to be the most appropriate manner and the
COntractor shall pay the costs of disposal and the appropriate overhead charges.
GC 5.04
Substitutions
.01 Where the specifications require the COntractor to supply a Material designated by a trade or other
name, the Tender shall be based only upon supply of the Material so designated, which shall be
regarded as the standard of quality required by the specification. 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 information as the Contract Administrator may require.
"- 20
OPS Gennl ColIClllloo. at Conncl- 8epIeI,_'""
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.02 Rulings on a proposed substitution will not be made prior to the acceptance of the Tender.
Substitutions shall not be made without the prior approval of the Contract Administrator. The
approval or rejection of a. proposed substitution will be made at the discretion of the Contract
Administrator.
.03 . If the proposed substitution is approved by the Contract Administrator, the Contractor shall be entitled
to the first $1000 of the aggregate saving in cost by reason of such substitution and to 50% of any
additional saving in cost in excess of such $1000. Each such approval shall be conveyed to the
, Contractor in writing or by issuance of a Certificate of Equality on the Owner's standard form of
.Certification of Equality"' and, if any adjustment to the Contract price. is made by reason of such
substitution a Change Order shall be issued as well.
GC 5.05
GC 5.05.01
Owner Supplied Material
Ordering of Excess Material
.01 Where Material is supplied by the OWner'and where .thisMateriaHs~on:lered,1ly the Contractor in
excess of the amount specified to complete the Work;;:such;:excess...Material shall become the
property of the Contractor on completion of the Work and shall be charged to the Contractor at cost
plus applicable overheads.
GC 5.05.02
Care of Material
.01 .TheContractorshaU, in advance of receipt of shipments of Materialsupplied by theOwner,provide
, adequate and proper storage facilities acceptable to the Contract Administrator, and on the receipt of '
such Material shall promptly place it in storage except where it is to be incorporated forthwith into the
Work.
.02 The Contractor shall be responsible for acceptance of Material supplied by the OWner, at the
specified delivery point and for its safe handling and storage. If such Material is damaged while
under. the control of the Contractor it shall be replaced or repaired by the Contractor at no expense to
the OWner, and, to the satisfaction of the Contract Administrator; If such Materialls rejected by the
Contract Administrator for reasons which are not the fault of the. Contractor it shall remain in the care
and at the risk of the Contractor until its disposition has been determined by the Contract
Administrator.
.03 Where Material supplied by the Owner arrives at the delivery point in a damaged condition or where
there are discrepancies between the quantities received'and.1:he .'quantiliesshown on the bills of
lading, the Contractor shall immediately, report such damage or discrepancies to the Contract
Administrator who shall arrange for an':immediate"lnspec!ion :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 will be assumed that the shipment arrived in good order and any
damage or deficiencies reported thereafter shall be made good by the Contractor at no extra cost to
the Owner.
.04 The full amount of Material supplied by the Owner in each shipment shall be accounted for by the
Contractor and such Material shall be at the risk of the Contractor after taking delivery. Such Material
shall not, except with the written permission of the Contract Administrator, be used by the Contractor
for purposes other than the performance of the Work under the Contract.
.05 Empty reels, crates, containers and other type of packaging from Material supplied by the Owner
shall become the property of the Contractor when they are no longer required for their original
purpose and shall be disposed of by the Contractor unless otherwise specified in the Contract
Documents.
OPSOene"'CoI_.dI~.81~1 ,"""1889
Pege 21
.06 The Contractor shall provide the Contract Administrator, immediately upon receipt of each shipmen~
copies of bills of lading, or such other documentation the Contract Administrator may require to
substantiate and reconcile the quantities of Material received.
.07 Where Material supplied by the Owner is ordered and stockpiled prior to the award of the Contract,
the Contractor shall, at no extra cost to the Owner, immediately upon commencement of operations,
check the Material. report any damage or deficiencies to the Contract Administrator and take charge
of the Material at the stockpile site. Where damage or deficiencies are not so recorded by the
Contractor it shall be assumed that the stockpile was in good 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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0P8 GennI Cond_ dConlracl. Sepl8mbet,_
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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 Contracto(s agents and all workers employed by or under the control of the
Contractor, including Subcontractors, shall protect the Work, persons and property from damage or
injury, and shall be responsible for all losses and damage which may arise as the result of the
Contracto(s operations under the Contract unless indicated to the oontrary below.
;02' The Contractor is responsible for the full cost of any necessary temporary provisions and the
restoration of all damage where the Contractor damages the Work or property in the performance of
the Contract. If the Contractor is not responsible for the damage that occurs to the Work or property
the Contractor shall restore such damage, and such work shall be administered according to these
General Conditions.
.03 The Contractor shall immediately informthe~ContractAdministratorofall"damage and injuries which
occur during the term of the Contract.
.04 The Contractor shan not be responsible for loss and damage1hat 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, theiragents and employ~or,others
not under the control of the Contractor, but within the Working Area with the OWne(s permission.
.05 The Contractor and his Surety or Sureties 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 theContracl Admir1il.bator, their
agents, officers' and employees from and against all claims, demands, losses, expenses" costs,
damages, actions, suits or proceedings by third parties, hereinafter called "claims", directly or
indirectly arising or alleged to arise out of the performance of or the failure to perform the Work,
provided such claims are,
a) attributable to bodily injury, sickness, disease. or death or to damage to or destruction of tangible
property;
b) caused by negligent acts or omissions of the'Contractor or anyone:for.whose acts the Contractor
may be liable; and
c) made in writing within a period of 6 years from the date of Substantial'Performance of the Work as
set out in the Certificate of Substantial Performance of the Work or, where so specified in the
Contract from the date of certification of Final Acceptance.
.02 The Contractor shall indemnify and hold harmless the OWner from all and every claim for damages.
royalties or fees for the infringement of any patented invention or copyright occasioned by the
Contractor in connection with the Work performed or Material fumished by the Contractor under the
Contract.,
.03 The Owner expressly waives the right to indemnity for claims other than those stated above in
paragraphs GC 6.02.01 and GC 6.02.02.
.04 The OWner shall Indemnify and hold harmless the Contractor. his agents, officers and employees
from and against all claims. demands, losses, expenses, Costs, damages, actions, suits, or
proceedings arising out of the Contractor's performance of the Contract which are attributable to a
lack of or defect In tlUe or an alleged lack of or defect In tlUe to the Working Area.
OP80e.....ICond_"'~-81~11_ t8lKl
... 23
.05 The Contractor expressly waives the right to indemnity for claims other than those stated above in
paragraph GC 6.02.04.
GC 6.03
GC 6.03.01
Contractor's Insurance
General
.01 Without restricting the generality of subsection GC 6.02, Indemnification, the Contractor shall provide,
maintain and pay for the insurance coverages listed under clauses GC 6.03.02 and GC 6.03.03.
Insurance coverage in clauses GC 6.03.04, GC 6.03.05 and GC 6.03.06 will only apply when so
specified in the Contract Documents.
GC 6.03.02
General liability Insurance
,;.."
.01 General liability insurance shall be in the name of the Contractor, with the Owner and the Contract
, ~~rninistrator named as additional insureds, with limits of not less than 5 million:dollars inclusive per
~rrence for bodily injury, death, and damage to property including loss ot use thereof, with a
.p,Wperty damage deductible of not more than $5000. The form of this inSurance shall be the
l.gsurance Bureau of Canada Form IBC 2100, dated 8-87. .
.02i'Another form of insurance equal to or better than that required in IBC Form 2100 may be used,
provided all the requirements listed in the Contract are included. Approval of this insurance will be
conditional upon the Contractor obtaining the services of an insurer ficensed to underwrite insurance
in the Province of Ontario and obtaining the insurer's certificate of equivalency to the required
insurance.
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.03 The insurance shall be maintained continuously from the commencement of the Work urrtJ112 months
following the date of Substantial Performance of the Work, as set out in the Certificate of Substantial
Performance of the Work, or until the Final Acceptance Certificate is issued, whichever is later, and
with respect to completed operations coverage for a period of not less than 24 months from the date
of Final Acceptance of the Work as set out in the Fmal Acceptance Certificate, and thereafter to be
maintained for a further period of 4 years.
.04, The Contractor shan submit annually to the Owner, proof of continuation of the completed operations
coverage and if the Contractor fails to do so, the fimitation period for claiming indemnity described in
paragraph GC 6.02.01 c), will not be binding on the Owner.
.05 Should the Contractor decide not to employ Subcontractors for operations requiring the use of
elgJlosives for blasting, or pile driving or caisson work, or removal or weakening of support of property
b"Uilding or land, IBC Form 2100 as required shall include the appropriate endorsements.
ffl,-
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.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 will !lot be permitted.
GC 6.03.03
Automobile Uablllty Insurance
.01 Automobile liability Insurance in respect of licensed vehicles shall have limits of not less than 5 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 restricling coverage:
a) standard nOlH)WJled automoblle policy including standard contractual liability endorsement, and
b) standard owner's form automoblle policy providing third party liability and accldenl benefits
insurance and covering licensed vehicles owned or operated by the Contractor.
"- 24
OPS o.nor.l eo.ldIlol.d ConIracI- Se,AlO.- 1_
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GC 6.03.04
Aircraft and Watercraft liability Insurance
.01 Aircraft and watercraft liability insurance with respect to owned or l10IKlWlled aircraft and watercraft if
used direclly orindireclly in the performance of the Work. induding use of additional premises, shall
be subject to limits of not less than 5 million dollars indusive per occurrence for bodily injury, death,
and damage to property including loss of use thereof, and limits of not less than 5 million dollars for
aircraft passenger hazard. . Such insurance shall be in a form acceptable to the Owner. The policies
shan be endorsed to provide the Owner with not less than 30 Days' written notice in advance of
cancenation, change or amendment restricting coverage.
GC 6.03.05
GC 6,03.05.01
Property and Boller Insurance
Property Insurance
, .01" All risks property insurance shall be in the name of the,Contractor+.withJhe.owner,and the Contract
Administrator named as additional insureds, insuring 'not,:less than"the:sum'Of the ,amount of the
Contract price. and the. fun value, as may ,.be, stated-in ,the..5upplemental;Ge/leraL.Conditions, of
. Material that is specified to be provided :by;the"Owner;':for.:.incorporation~jntothe,Work,with.a
deductible not exceeding 1% of the amount insured at the site of the Work. This insurance shall be in
.., a form acceptable to the Owner and shaUbe maintained continuously until.10 Days.after.the date of
Final Acceptance of the Work, as set out in the FIII8l Acceptance Certificate. .
GC 6.03.05.02
Boller Insurance
. '.01 'Boller insurance insuring'the interests of the Contractor, the Owner:and the Contract Administrator for
not less than the replacement value of boilers and pressure vessels forming part of the Work, shall be
in a form acceptable to the Owner, This insurance 'shall be maintained continuously from
commencement of use or operation of the property insured until 10 Days after the date of Final
Acceptance of the Work, as set out in the Final Acceptance Certificate.
GC 6.03.05;03 '
.. Use and Occupancy of theWork'Prior to Completion
.01 Should the Owner wish to use or occupy part or all of the Work prior,to SUbstantial Performance, the
Owner will give 30 Days'written notice to the'Contractor of the, intended purpose and extent of such
use or occupancy. Prior to such use or occiJpancy 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 priorJo:sucb, use .or, occupancy
shan provide, maintain and pay for property and boiler, insurance insuring Ihe,full value of the Work,
induding coverage for such use or occupancy, and shall, provide the 'Contractor with proof of such
insurance. 'The Contractor shan 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 shan
proceed to restore the Work. Loss or.clamage shan not affect the rights and Obligations of either party
under the Contract except that the Contractor shan be entitled to such reasonable extension of
Contract Time relative to the extent of the loss or damage as the Contract Administrator may decide
in consultation with the Contractor.
0P8 Gene'" Cooldltlone <If ~ .llepll....... 1_
PogeZ6
GC 6.03.05.04
Payment for Loss or Damage
.01 The Contractor shall be entitled to receive from the Owner, in addition to the amount due under the
Contract, the amount at which the Owner's interest in restoration of the Work has been appraised,
such amount to be paid as the restoration of the Work proceeds and in accordance with the
requirements of Section GC 8.0, Measurement and Paymenl In addition the Contractor shall be
entiUed 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 poncies except where such
amounts may be excluded from the Contractor's responsibUity by the terms of this Contract.
.03 In the event of a loss or damage to the Work arising from the action or omission of the Owner or
others, the Owner shall pay the Contractor the cost of restoring the Work as the restoration of the
Work Proceeds and in accordance with the requirements of Section GC 8.0, Measurement and
Payment
GC 6.03.06
Contractor's Equipment Insurance
.01 All risks Contractor's eqUipment insurance covering construction machinely and equipment used by
the Contractor for the perfonnance of the Work, including boiler insurance on temporary boilers and
pressure vessels, shall be in a form acceptable to the Owner and shall not aHow 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 capabUity 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 Final Acceptance Certificate.
.02 The Contractor shall provide the Owner, on a form acceptable to the Owner, proof of insurance prior
to commencement of the Work, and signed by an officer of the Contractor and either the underwriter
or the broker.
.03 The Contractor shall, on request, prompUy provide the Owner with a certified true copy of each
insurance porlC)' exclusive of information pertaining to premium or premium bases used by the insurer
to determine the cost of the insurance. The certified true copy shall include a signature by an 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 spectfied 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 will have the right to
provide and maintain such Insurance and give evidence thereof to the Contractor. The Owner's cost
thereof shall be payable by the Contractor to the Owner on demand.
Pege 28
OPS o.n...t Condlllona afConnct. 8Ipl...-1_
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.07 If the Contractor fails to pay the cost of the insurance placed by the Owner within 30 Days of the date
on which the Owner made a formal demand for reimbursement of such costs the Owner may deduct
the costs thereof from monies which are due or may become due to the Contractor.
GC 6.04
Bonding
.01 The Contractor shall provide the Owner with the surety bonds in the amount required by the tender
documents.
;02 SUch bonds shall be issued by"a duly licensed surety company authorized to transact a business of
suretyship in the Province of Ontario and shall be maintained in good standing until the fulfilment of
the Contract
'OPSae-.J Condlllonaol~.~,_1_
Pege 27
SECTION GC 7.0 - CONTRACTOR'S RESPONSIBILITIES 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 Work and all local conditions which may affect the performance of
the Work are known.
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.02 The Contractor shall not commence the Work nor deliver anything to the Working Area until the
. Contractor has received a written order to commence the Work. signed by the Contract Administrator.
.03 The Contractor shall have complete control of the Work and shall effectively direct and supervise the
Work so as to ensure conformity with the Contract Documents. The Contractor shall be responsible
for construction means, methods, techniques, sequences and procedures and for coordinating the
various parts of the Work.
'~~'A~
.04 The Contractor shall have the sole responsibility for the design, erection, operation, maintenance and
.''!lploval of temporary structures and other temporary facilities and the design and execution of
".c cOnstruction methods required in their use.
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.05 '.Notwithstanding paragraph GC 7.01.04, 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 WOII<, and the
Contractor shall not, be held responsible for that part of the design or the specified method of
construction. The Contractor shall, however, be responsible for the execution of such design or
specified method of construction in the same manner that the Contractor is responsible for the
execution of the Work.
.06 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 (the "Acl") and Ontario Regulation
213191 (which regulates Construction Projects) and any other regulations under the Act (the
"Regulationsj which may affect the performance of the WOII<, as the "constructor" or "employer", as
defined by the Act. as the case may be. The Contractor shall ensure that
a) worker safety is given first priority in planning, pricing and performing the Work;
b) its officers and supervisory employees have a working knowiedge of the du1ies of a "constructor"
and "employer" as defined by the Act and the provisions of the Regulations applicable to the Work,
and a personal commitment to comply with them;
c)" a copy of the most current version of the Act and the Regulations are available at the Contractor's
,office within the Working Area, or, in the absence of an office, in the possession of the supervisor
,:jresponsible for the performance of the Work; .. .
. d):workers employed to carry ou1 the Work possess the knowledge, skills and protective deVices
, "required by law or recommended for use by a recognized industry association to allow them to
work in safety;
e) its supervisory employees carry ou1 their duties in a diligent and responsible manner with due
consideration for the health and safety of the workers; and
f) all Subcontractors and their employees are properly protected from injury while they are at the
work place.
.07 The Contractor when requested shall provide the OWner with a copy of Its health and safety policy
and program at the pre-start meeting, and shall respond promptly to requests from the Owner for
confirmation that Its methods and procedures for carrying ou1 the Work comply with the Act and
Regulations. The Contractor shall cooperate with representatives of the Owner and inspectors
appointed to enforce the Act and the Regulations in any Investigations of worker health and safety in
the performance of the Work. The Contractor shall indemnify and save the Owner harmless from any
additional expense which the Owner may Incur to have the Work performed as a result of the
Contractol's failure to comply with the requirements of the Act and the Regulations.
P8ge 28
0P8 0ellIf8I COlldlllcwla al.~. BL~"'llb6r 1899
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.08 Prior to commencement of the Work the Contractor shall provide to the Contract Administrator a list of
those products controUed under the Workplace Hazardous Materials Infonnation 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 of changes in
writing and provide relevant Material Safety Data Sheets.
.09 The Contractor shall have an authorized representative on the site whUe any work is being performed,
to act for or orr the Contractor's behalf. Prior to commencement of construction, the Contractor shall
. notify the Contract Administrator of the names;- addresses.. positions and telephone numbers of. the
Contractor's representatives who can be contacted at any time to deal with matters relating to the
Contract.
. .10 The Contractor'shall,"at no.8dditional cost to the Owner, fumish all reasonable aid.. facilities and
. assistance' required. by the Contract Administrator ,for 1he1l'Oper. inspection ,and examination of the
Work or the'taking of measurements forthe'purpose;of,paymenl "
.11 The Contractor shall prepare, and update as required, a.coostrucIion:scheduIe1ndicating the timing of
the major and critical activities of the WorlvThe schedule'shall be designed to ensure conformity
with the specified Contract lime. The schedule shall be submitted. to the Contract Adm.inistrator
within 14 Days from the date of the contract award. ' .
.12 Where the Contractor finds any error, inconsistency or omission relating to the . Contract, the
" Contractor'shan prompUy.reportit to the Contract Administrator and shall not proceed with the activity
affected until receiving direction from the Contract Administrator.
.13 The Contractor shall arrange with the appropriate utility authorities for the stake out of all
underground utilities and service connections which may be affected by the Work. The Contractor
shall be responsible for any damage done to the underground utilities by the Contractor's forces
during construction . if the stake out locations are within .the tolerances given in' paragraph GC
2.01.01 a).
GC7.02
Layout
.01 . Prior to commencement of construction. the Contract Administrator and the Contractor will locate on
site those property bars, baselines and benchmarks which are necessary to delineate the Working
Area and to lay out the Work, all as shown on the Contract Drawings.
.02 The Contractor shall be responsible ferthe.preservation of allproperty-barS~while the Work is in
progress, except those property barswhich'mustberemoved..toJacilitate::.the Work. Any other
property bars distilrbed, damaged or removed by the Contractor's operations shall be replaced by 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 end 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.
. OPS o.ner.I CoIldl1101oa of ecnr.ct. ........_ 1_
"- 211
.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 provided by the Contract Administrator shall be carefully
preserved by the Contractor. In the case of their destruction or removal as a resutt of the Contractor's
operations, such stakes, marks and reference points wl1l be replaced by the Contract Administrator at
the Contractor's expense.
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GC7.o3
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
:.s,'fibstitutions for such vehicles or equipment, and shall atter loadings, or in Some other manner,
'.nll)1ove the cause of such damage to the satisfaction of the Contract Administrator.
".;0;0<"
GC 7.ll4
Excess Loading of Motor Vehicles
.01 "Where a vehide 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 vehide, the Contractor shall not cause or permit
such vehicle to be loaded beyond the legal limit specified in the Highway Traffic Act, R.S.O. 1990,
c.H.8, as amended, whether such vehicle is registered in the name of the Contractor or otherwise,
~except where there are designated areas within the Working Area where overloading is permitted.
The Contractor shall bear the onus of weighing disputed loads.
GC 7.05
Condition of the Working Area
.01 The Contractor shall maintain the Working Area in a tidy condition and free from the accumulation of
debris, other than that caused by the Owner or others.
GC 7.06
Maintaining Roadways and Detours
.01 Where an existing Roadway is affected by construction, It shall be kept open to traffic, and the
Contractor shall, except as otherwise provided in this subsection, be responsible for providing and
maintaining for the duration of the Work. a road through the Working Area, whether along an existing
Highway, Induding the road under construction, or on detours within or adjacent to the Highway, in
accordance with the MUTCD.
.02WContractor shall not be required to maintain a road through the Working ~ until such time as
lhe 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 deicing chemicals or abrasives or carry out snowplowing.
.03 Where localized and separated sections of the Highway only are affected by the Contractor's
operations, the Contractor will not be required to maintain intervening sections of the Highway until
such times as these sections are located within the fimits of the Highway affected by the Contractor's
general operations under the Contract.
.04 Where the Contract Documents provide for or the Contract Administrator requires detours at specific
locations, payment for the construction of the detours. and if required, for the subsequent removal of
the detours, will be made at the Contract prices appropriate to such work.
P8ge :so
0P8 0e0lMl CondlIIono fIf Conlncl- 8eplo.,_1_
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.05 The Contractor shall maintain, in a satisfactory condition for traffic, a road through the Working Area,
at the Owner's expense. The road through the Working Area will include any detour constructed in
accordance with the Contract Documents or required by the Contract Administrator. Compensation
for all labour, equipment and materials to do this work shall be at the Contract prices appropriate to
the work and, where there are no such prices, at negotiated prices. Notwithstanding the foregoing,
the cost of blading required to maintain the surface of such roads and detours shall be deemed to be
included in the prices bid for the various tender items and no additional payment will be made.
',06' . Where work under the .Contract is discontinued for any extended period including seasonal shutdown,
.the Contractor shall, when directed by the Contract Administrator, open and place the. Roadway and
detours in a passable, safe and satisfactory condition for public traveL
.07 Where the Contractor constructs a detour which is not specifically provided for in the Contract
Documents; or required by the Contract Administrator, the construction of the detour and, if required,
the subsequent removal shall beperformed:.atthe:.Contraclor's ~se.:..The detour shall be
constructed and maintained to 'struCtural' 'al'l(Cgeometric.standallls:'?!l~ by .the Contract
. Administrator. Removal and site restoraliOn,$hall,.;be,performed;:as.;:dir:ected by the Contract
Administrator.
;08 . Where, with the prior written approval of the Contract Administrator, the. Highway is closed and the
'traffic diverted entirely off the Highway to any other HighWay, the Contractor shall, at no extra cost to
. the Owner; supply, 'erect and maintain'traffic control devices in acconlance with the MUTCD.
.09 Compfl8nce with the foregoing provisions shallln no way relieilethe Contractor of obligations under
, . subsedionGC'6;01;'Protection 'of Work, Persons 'and "Property, dealing. with the Contractor's
responsibility for damage claims, except for claims arising on sections of Highway within the Working
Area that are being maintained by others.
GC 7.07
Access to Properties Adjoining the Work and Interruption of Utility
Services
.01 The Contractor shall provide at all times, and at no extra cost to the Owner,
a) adequate pedestrian and vehicular access; and
b) continuity of Utility services
to properties adjoining the Working Area.
.02 The Contractor shall provide at all times and at no extra cost to the Owner access to fire hydrants,
and water and gas valves located in the Working Area
.03 Where any intenuptions in the supply of. Utility services' are 'requiredcand,are authorized by the
Contract Administrator, the Contractor shall give the affected property owners notice in accordance
with subsection GC 7.11, Notices by the Contractor, and shall arrange such intenuptions so as to
create a minimum of interference to those affected.
GC 7.08
Approvals and Permits
.01 Except as speclfied in subsection GC 4.02, Approval and Permits, the Contractor shall obtain and pay
for any permits, licenses" and certificates which at the date of tender closing, are required for the
performance of the Work.
.02 The Contractor shall arrange for all necessary inspections required by the approvals and permits
specified in paragraph GC 7.08.01.
OPS 0.-.1 CondllkM. ofConnd.lIeplt.,lbeI1.
P-ve31
GC 7.09
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 circumstanoes, will be administered according to subsection GC 3.08, Delays.
GC 7.10
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
. ','~Contractor or of anyone directly employed or engaged by the Contractor,,,the Contractor may,
c'@hotJ~ prejudice to any other right or remedy the Contractor may have, by giving the Owner written
,'notice. terminate the Contract. .".
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.03 The Contractor may notify the Owner In writing, with a copy to the Contract Administrator, that the
Owner is In default of contractual obligations If.
a) the Contract Administrator fails to issue certificates in accordance with the provisions of Section
GC 8.0, Measurement and Payment;
b) the Owner fails to pay the Contractor, within 30 Days of the due dates identified in clause GC
',0 8.02.03. Certification and Payment, the amounts certified by the Contract Administrator or within
30 Days of an award by an arbitrator or court; or
c) the Owner violates the requirements of the Contract.
.04 The Contractor's written notice to the Owner shall advise that If the default is not corrected in the 7
Days immediately following the receipt of the written notice the Contractor may, without prejudice to
any other right or remedy the Contractor may have, stop the Work or terminate the Contracl
.05 If the Contractor terminates the Contract under the conditions set out in this subsection, the
Contractor shall be entitled to be paid for all work performed according to the Contract Documents
and for any losses or damage as the Contractor, may sustain as a result of the termination of the
Contract.
GC 7~U
Notices by the Contractor
.01 ~re work is carried out which may affect the property or operations of any Ministry or agency of
gOvemment or any person, company, partnership or corporation, including a municipal corporation or
any board or commission thereof, and in addition to such notioes of the commencement of specified
operations as are prescribed elsewhere in the Contract Documents, the Contractor shall give at least
48 hours advance written notice of the date of commencement of such work to the person, company,
partnership, corporation, board, or commission so affected.
.02 In the case of damage to, or interference with any utilities, pole lines, pipe lines, conduits, farm tiles, '
or other public or privately owned works or property, the Contractor shall immediately notify the
Owner and the Contract Administrator of the location and details of such damage or interference.
"- 32
0P8 o.-l ~ 01 Conncl. .........b6r 1889
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GC7.12
Obstructions
.01 Except as otherwise noted in these General Conditions, the Contractor assumes all the risks and
responsibilities arising out of any obstruction encountered in the performance of the Work and any
traffic conditions, including traffic conditions on any Highway or road giving access to the Working
Area caused by such obstructions, and the Contractor shall not make any claim against the Owner for
any loss, damage or expense occasioned thereby.
;02 Where the obstruction is .a 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 specifications and the location so shown is
within the tolerance specified in paragraph GC 2.01.01 a), or unless the presence and location of the
. obstruction has otherwise been made known to the Contractor or could have been determined by the
visual site investigation made by the .Contractor in accordance with these General Conditions.
.03 During the course of the Contract, it isthe'Contractor'S'responsibility;.to,~nsult<With Utility companies
'. Cor other appropriate authorities for further-informationin .regard :to;theBX8ct1QC8tionof these Utilities,
to exercise the necessary care in construction'operations;-and'lOciake'$Uch-otl1er.precautions as are
necessary to safeguard the Utility from damage.
GC7.13
Limitations of Operations
.01 Except for such work as may be required by the Contract Administrator to maintain the Work ina safe
and satisfactory condition, the Contractor shall not carry on operations under the Contract on
Sundays without permission in writing from the Contract Administrator.
.02 The Contractor shall cooperate with other Contractors, Utility companies and the Owner and they
shall be allowed access to their work or plant at all reasonable times.
GC 7.14
Cleaning Up Before Acceptance
.01 Upon attaining Substantial Performance of the Work; the Contractor shall remove surplus. materials,
, tools, construction machinery and equipment not required for the performance of the remaining Work.
The Contractor shall also remove all temporary works and debris other than that caused by the
Owner, or others and leave the Work and Working Area clean and suitable for occupancy by the
Owner unless otherwise specified.
.02 The Work shall not be deemed to have reached Completion1Jllti11he-COntractor has removed surplus
materials, tools, construction machinery and"equipment The Contractor shall also have removed
debris, other than that caused by the Owner, or others. . ...
GC 7.15
Warranty
.01 The Contractor shall be responsible for the proper performance of the Work only to the extent that the
design and specifications permit such performance.
.02 Subject to the previous paragraph the Contractor shall correct prompUy, at no additional cost to the
Owner, defects or deficiencles in the Work which appear,
a) prior to and during the period of 12 months from the date of Substantial Performance of the Work,
as set out in the Certificate of Substantial Performance of the Work;
b) where the work Is completed after the date of Substantial Performance, 12 months after
Completion of the Work;
c) where there Is no CertIficate of Substantial Performance, 12 months from the date of Completion
of the Work as set out In the Completion Certificate, or
0P8 Oenetal ~ of ConIracI. ........-,_
P8ge 33
d) such longer periods as may be specified for certain Materials or some of the Work.
The Contract Administrator will promptly give the Contractor written notice of observed defects or
deficiencies.
.03 The Contractor shall correct or pay for damage resulting from corrections made under the
requirements of paragraph GC 7.15.02.
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0P8 GenenlI COI_. '" Conncl. hpIoI.lber 1_
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SECTION GC 8.0 . MEASUREMENT AND PAYMENT
GC 8.01
Measurement
GC 8.01.01
Quantities
.01 The Contract Administrator will make an estimate once a month, in writing, of the quantity of Work
perfonnEid. The first estimate will be the quantity of Work perfonned since the Contractor
commenced the Conlract,'and every. subsequent estimate; exceptthe final one, will be of the. quantity
of Work perfonned since the preceding estimate was made. The Contract Administrator will provide
the copy of each estimate to the Contractor within 10 Days of the Cut-Off Date.
. '.02 . Such quantities for progress payments shall be construed and held to approximate. The final
" quantities for'the issuance of the Completion Certificate shall be based on the measurement of Work
. completed.
.03 MeasUrement of the quantities 'of theWorf<:-perfonned;willbe::either:by,AclUaLMeasurement or by
. Plan 'Quantity principles as indicated. in 'the'CoTilraCl"~ Adjustments\to:PIan<Quantity measurements
"will normally be made 'using Plan 'Quantity-principles but may; where' approPriate, be made using
Actual Measurements. Those" items identified on 'the Tender' by 1I1enotation (P) in "the unit column
"'shall be paid according to the Plan Quantity. Items where thenotBtion (P)does not occur shall be '
. .' paid acoordingto Actual Measurement
GC 8.01.02
Variations In Tender Quantities
.01 Where it appears that the quantity of Work to be done 'andlor Material to be supplied by the
Contractor under a unit price tender item will exceed or be less than the tender quantity, the
Contractor shall proceed to do the Work anellor supply the Material required to complete the tender
item and payment will be made for the actual amount of Work done anellor Material supplied. at the
unit prices stated in the Tender except as provided below:
a) In the case of a Major Item where the quantity of Work perfonned anellor Material supplied by the
Contractor exceeds the tender quantity by more than 15%, either party to the Contract may make
a written request to the other party to negotiate a revised unit price for that portion of the Work
perfonned andlor'Material supplied which exceedS 115% of the tender quantity; The negotiation
shall be carried out as soon as reasonably possible. Any revision of the unit price shall be based
on the reasonable cost of doing the Work andlor supplying the Material under the tender item plus
a reasonable allowance for profit and applicable overhead.
b) In the case of a Major Item where tha'quantity'ofWork'perfonnedandlor'Material supplied by the
Contractor is less than 85% of the tender'quantity, the Contractor may make a written request to
negotiate for the portion of the aclual:.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
Contracto(s senior financial officer or auditor and may be audited by the Owner. Altematively,
where 'both parties agree, an allowance equal to 10% of the' unit price on the amount of the
underrun in excess of 15% of the tender quantity will be paid,
Written requests for compensation must be received no later than 60 Days after the issuance of the
Completion Certificate.
GC 8.02
GC 8.02.01
Payment
Price for Work
.01 Prices for the Work shall be full compensation for all labour. Equipment and Material required In its
performance. The tenn "all labour, Equipment and Materiar shall Include Hand Tools, supplies and
other Incidentals.
OPa 0._ Condlllons olConlr8cl. "'-1889
P8ge 35
.02 Payment for work not specifically detailed as part of anyone item and without specified details of
payment will be deemed to be included in the items with which it is associated.
GC 8.02.02
Advance Payments for Material
.01 The Owner will make advance payments for Material intended for incorporation in the Work upon the
written request of the Contractor and according to the following terms and conditions:
a) The Contractor shall, in advance of receipt of the shipment of the Material, anange for adequate
and proper storage facilities and notify the Contract Administrator of their locations.
b) The value of aggregates, processed and stockpiled, shall be assessed by the following procedure:
i. Sources Other Than Commercial
(1)~ranular 'A', 'S' and 'M' shan 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 will be considered at~e above rate when
. ';;t" such materials are stockpiled at s commercial source where further processing is to be carried
c. out before incorporating such materials Into a final product. AdvanCe payments for other
materials located at a commercial source will not be made.
c) Payment for all other materials, unless otherwise specified elsewhere in the Contract, shall be
based on the Invoice price, and the Contractor shall submit proof of cost to the Contract
Administrator before payment can be made by the Owner.
d) The payment for 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 toss,
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
, ~II only be determined when the material meets the requirements of the appropriate specification.
GC 8.02.03 Certification and Payment
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GC 8.02.03.01
Progress Payment Certificate
.01 The value of the Work performed and Material supplied will 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 will show,
a) the quantities of Work performed;
b) the value of Work performed;
c) any advanced payment for Materials;
d) the amount of statutory holdback, liens, Owner's set-off;
e) the amount of GST as applicable; and
f) the amount due the Contractor,
Page 38
0P8 0..- COlldlllol. at eannct. 8epleI_,8ll8
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.03 One copy of the progress Payment Certificate will be sent to the Contractor.
.04 Payment will be made within 30 Days of the Cut.()ff Date.
GC 8.02.03.02
Certification of Subcontract Completion
.01 Before the Work has reached the stage of Substantial Perfomlance. the Contractor may notify the
Contract Administrator, in writing that a subcontract is completed satisfactorily and ask that the
Contract Administrator certify .the completion of such subcontract
.02 The Contract Administrator will issue a Certificate of Subcontract Completion if the subcontract has
been completed satisfactorily, and all required inspection and testing of the works covered by the .
subcontract have been carried out and the results are satisfactory. .
.03 The 'Contract Administrator will set out in thELCerlifi<:ate ofSUbcontlact,Completion the date on which
. the subcontract.was completed andwithin7Daylrof;the date:the;subcontract.;js certified complete.
the Contract Administrator will give a coPY"ofthe-certificate'.to:the:Contractor-and;to the Subcontractor
concerned.
GC 8.02.03.03
Subcontract Statutory Holdback Release Certificate arid Payment
.01 FoRowing' receipt of the Certificate of Subcontract. Completion,' the, Owner will release ..and pay the
Contractor the statutory holdback retained in respect of the subcontract.. . Such release shall. be made.
46 Days afterthe'date tile subcontract was certified compleleand providing;the. Contractorsllbmits
the following to the Contract Administrator:
a) a document satisfactory to the Contract Administrator that will 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 aR
liabilities incurred in carrying out the subcontract;
c)a satisfactorycJearance certificate or letter from the Workplace Safety and Insurance Board
relating to the sub..u. Ib..ct; and .
d) a copy ofthecontr.act 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), wiR 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"ShaR'forthwithgive;the Subcontractor the
payment due under the subcontract.
.04 Release of statutory holdback by the Owner In respect of a' subcontract shall not relieve the
Contractor, or the Contractor's Surety, of any of their responsibilities.
GC 8.02.03.04
CertIfication of Substantial Perfonnance
.01 Upon application by the Contractor and where the Contract has been substantially performed the
Contract Administrator will issue a Certificate of Substantial Perfomlance.
.02 The Contract Administrator will set out In the Certificate of Substantial Performance the date on which
the Contract was substantiaRy performed and within 7 Days after signing the said certificate the
Contract Administrator will provide a copy to the Contractor.
.03 Upon receipt of a copy of the CertIficate of Substantial Performance, the Contractor shall forthwith, as
required by Section 32(1) Paragraph 5 of the Const1lIctIon Usn Act, R.S.O. 1990, c.C.30, as
amended, publish a copy of the certificate In a construction trade newspaper. Such publication shall
Include placement In the Dally Commercial News.
OPS o.n..I CondIllonIIiI~. '.p_r lllfi
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.04 Where the Contractor fails to publish a copy of the Certificate of Subslantial 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 Contracto(s expense.
.05 Except as otherwise provided for in Section 31 of the Construction Lien Act, the 45-day lien period
prior to the release of holdback as referred to in clause GC 8.02.03.05, Subslantial Performance
Payment and Slatutory Holdback Release Payment Certificates, shall commence from the date of
publication of the Certificate of Subslantial Performance as provided for above.
GC'8.02.03.05
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Substantial Perfonnance Payment and Substantial Performance Statutory
Holdback Release Payment Certificates
.01 When the Contract Administrator issues the Certificate of Subslantial Performance the Contract
" Administrator will also issue the Subslantial Performance Payment Certificate and the Subslantial
p'erformance Statutory Holdback Release Payment Certificate or where appropriate, a combined
pymentcertificate. >.
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.02,~e Substantial Performance Payment Certificate will show,
"~thevalue 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;
d) the amount of maintenance security required; and
e) the amount due the Contractor.
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.03 . Payment of the amount certified will be made within 30 Days of the date of issuance of the payment
, certificate.
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.04 The Substantial Performance S1atutory Holdback Release Payment CertifICate will be a payment
certificate releasing to the Contractor the statutory holdback due in respect of Work performed up to
the date of Substantial Performance. Payment of such slatutory holdback shall be due 46 Days atler
the date of publication of the Certificate of Substantial Performance but subject to the provisions of
the Construction LIen Act and the submission by the Contractor of the following documents:
a) a release by the Contractor in a form satisfactory to the Contract Administrator releasing the
Owner from all further claims relating to the Contract, qualified by stated exceptions such as
outstanding work or matlers arising out of subsection GC 3.14, Claims, Negotiations, Mediation;
b) a statutory declaration in a form satisfactory to the Contract Administrator that allliabililies incurred
~by the Contractor and the Contracto(s Subcontractors in carrying out the Contract have been
, Gis'charged except for statutory holdbacks properly relained; .
c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board; and
'~proof of publication of the Certificate of Subslantial Performance. .
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GC 8.02.03.06
Certification of CompletIon
.01 Upon application by the Contractor, and when the Contract reaches Completion, the Contract
Administrator will issue a Completion Certificate.
.02 The Contract Administrator will set out in the Completion Certificate the date on which the Work was
completed and within 7 Days of signing the said certificate the Contract Administrator will provide a
copy to the Contractor.
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0P8 0enelIII COlldllolls IIA C-.ct. ~,Ibsf Ieee
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Completion Payment and Completion Statutory Holdback Release
Payment Certificates
.01 When the Contract Administrator issues the Completion Certificate, the Contract Administrator will
also issue the Completion Payment Certificate and the Completion Statutory Holdback Release
Payment Certificate or where appropriate, a combined payment certificate.
GC 8.02.03.07
.02 The Completion Payment Certificate will show,
a) measurement and value of WorK at Completion; , ,
'b)the amount of the further' statutory holdback based on the value of further work ,completed over
and above the value of work completed shown in the Substantial Performance Payment Certificate
referred to above; and
c) the amount due the Contractor.
.03 The Completion Statutory Holdback ReleaseJ>ayment:,Certmcate,;WiI,I~::a,payment;certifjcate
'releasing 'to the Contractor'the' furtherstatotorY 'boldbaclC. 'Payment'of.such~ holdback shall '
be due 46 Days after the date of CompletioriiofthEfWod<;as.establi$hed'.bY,;\he;,Completion.Certificate
but subject to the provisions of-the Construction LienAct:and1he:submisslon~.the Conlr'al:tor of the
following documents:
a) a release by, the' Contractor' in a form, satisfacloryto 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 ContraetAdmlnistrator 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 perfonned, or
for release of slatutory holdback, is delayed by the Owner, then the Contractor shall be entitled to
receive interest on the outstanding payment at the Rate'of'lnterest,'ifpaymel1t:is not received on the
dates set out below:
a) Progress Payment Certificates: 30 Days after the Cut-otf Date;
b) Certificate of Subcontraet Completion: ' 30 Days after the date-certifiedas'the date on ,which the
subcontraet was completed;
c) Subcontract Statutory Holdback Release Payment Certificate: 76 Days after the date on which the
subcontract was completed;
d)' Substantial Performance Payment Certificate: 30 Days after the'date of issuance of the certificate.
e) Substantial Performance Statutory Holdback Release Payment Certificate: 76 Days after
publication of the Payment Certificate of Substantial Performance;
f) ,Completion Payment. Certificate: 30 Days after the date certified as the date on which the
Contract reached Completion;
g) Completion Statutory Holdback Release Payment Certificate: 76 Days after the date certified as
the date which the WorK was completed.
.02 If the Contractor has not complied with the requirements of the Contract, including all documentation
requirements, prior to expiration of the time periods described In paragraph GC 8.02.03.09.01,
Interest will only begin to accrue when the Contractor has completed those requirements.
OPS _ Condllou. cI COnIIact. ......_,_
Pege 38
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 and/or procedure described by
subsection GC 3.14, Claims, Negotiations, Mediation, the Owner will pay the Contractor the Rate of
Interest on the amount of the negotiated price for that part of the Work or on the amount of the settied
claim. Such interest will not commence until 30 Days after the satisfactory completion of that part of
the Work.
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.02 "Where the Contractor does not attempt to resolve the negotiation or the claim in an expeditious
manner, interest shall be negotiable.
.03" Where the Contractor fails to give notice of a claim within the time limit prescribed by subsection GC
. 3.14, Claims, Negotiations, Mediation, interest shall not be paid.
.04 r;lOO1er:e. a Contractor fails to comply with the 3()..day lime limit and the procedures prescribed in
.' pti'agOilph GC 3.14.03.03 for submission of claims. interest shall not be paid for ttie delay period.
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GcliD2:lii11
Owner's Set.off
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.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 which have not been detennined in writing by the Contractor's
'insurer. undetennined 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 worf<ers 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
Payment on a Time and Material Basis
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GC8:!la.~01 Definitions
.01 ForMe purpose of this clause the following definitions apply:
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Cost of Labour: means the amount of wages, salary. travel. travel time, food, lodging or similar items and
Payroll Burden paid or incurred directly by the Contractor to or in respect of labour and supervision actively
and necessarily engaged on the Work based on the recorded time and hourly rates of pay for such labour
and supervision, but shall not include any payment or costs incurred for general supervision,
administration of management time spent on the entire Work or any wages. salary or Payroll Burden for
which the Contractor Is compensated by any payment made by the Owner for Equipment
Cost of Material: means the cost of Material purchased. or supplied from stock, and valued at current
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.
P"",,40
OPS o.ne..l Coo_IS at Contrac:I. Septemller tll99
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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 ContraclOl's normal labour cos1s.
Rented Equipment: means equipment that is rented or leased for the special purpose of Work on a Time
and Material Basis from a person, firm or corporation that is not an associate of the lessee as defined by
the Securities Act, R.S.O. 1990, c.S.5, as amended, and is approved by the Contract Administrator.
Road Work: means the preparation, construction, finishing and construction maintenance of roads.
., streets; highWays and' parking 'lots and includes all work incidental thereto other than work on structures.
Sewer and Watennain 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.
StandbyTime:'means any' period of time Whicll'ls'not-consideredWorkingr~which together with
the WorkingTlIT1e does not .exceed'10hours)jn'.any;one>Working;0ayc:and-.duririg'whichtime a. unit of
equipment cannot practically be used onother-.:work'butrnust::remain:on::tbe.:site:in.orderto.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 wan and includes the preparation for and the laying of
the fotJndation of' any' bridge, building, tunnel or'retaining wan and the installation of equipment and
appurtenances incidental thereto.
The 127 Rate: means the rate for a unit of equipment as listed in'oPSS 127, Schedule of Rental Rates
for Construction Equipment Including Model and Specification Reference, which is current at the time the
work is carried out or for equipment which is not so listed, the rate which has been calculated by the
, Owner, using the same principles as used in determining The 127 Rates.
Work on a 'Time -and Material Basis: means Changes in the wOrk, Extra Work and Additional Work
approved, by the Contract Adminlstrator'forpayment'on a Tme and Material basis. The Work on a .Time
and:Material Basis shall be subject to all the terms, conditions, specifications ,and provisions of the
Contract.
, Working Time: means each period of time during which a unit of equipment Is. actively and of necessity
-engaged on a specific operation and the first.2 hours of each.immediately,.foIlowingperiod during which
'the unit Is not so engaged but during which the operation:is ,otherwise'proceedingand during, which time
the unit cannot practically be transferred tootherwork but must remain 'on thesiteinorder to continue with
its assigned tasks and during which time the.unit Is in,a fully operable condition. ..- .
GC 8.02.04.02
Dally Work Records
.01 Daily Work Records prepared as the case may be by either the Contractor's representative or the
,Contract Administrator and 'reporting the labour and Equipment employed' and the Material used on
each Time and Material project, shall be reconciled and signed each day by both the Contractor's
representative and the Contract Administrator.
GC 8.02.04.03
Payment for Work
.01 Payment as herein provided shall be full compensation for all labour, Equipment and Material to do
the Work on a Time and Material Basis except where there is agreement to the contrary prior to the
commencement of the Work on a 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.
0P8 o.n-J CclncIllIon8 GlConlrac:I. ~ 1888
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GC 8.02.04.04
Payment for Labour
.01 The Owner will pay the Contractor for labour employed on each Time and Material project at 135% of
the Cost of Labour up to $3000, then at 120% of any portion of the Cost of Labour in excess of
$3000.
.02 The Owner will make payment in respect of Payroll Burden for Work on a Time and Material Basis at
the 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 Material
i!'",! ~'
.01 The Owner will pay the Contractor for Material used on each Time and Material project at 120% of the
,'.cost of the Material up to $3000, then at 115% of any portion of the Cost of Material in excess of
. ':[$SoOO. .
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GC'8il2:04.06 Payment for Equipment
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GC 8.02.04.06.01
Working Time
.01 The Owner will pay the Contractor for the Working Time of all equipment olher than Rented
EqUipment and Operated Rented Equipment used on the Work on a Tune and Material basis at The
," 127 Rates with a cost adjustment as follows:
a) Cost $1 0,000 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,OOO; and
c) Cost greater than $ 20,000 -$19,000 plus 80% of the portion in excess of $20,000.
.02 The Owner will pay the Contractor for the Working Time of Rented Equipment used on the Work on a
Tnne and Material Basis at 110% of the invoice price approved by the Contract Administrator up to a
maximum of 1,10% of The 127 Rate. This constraint will be waived when the Contract Administrator
approves the invoice price prior to the use of the Rented Equipment
.03 The Owner will pay the Contractor for the Working Tune of Operated Rented Equipment used on the
Work on a Tune 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
, M8terial Basis.
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GC ui2i04;06.02
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Standby Time
.01 The Owner will pay the Contractor for Standby Time of Equipment at 35% of The 127 Rate or 35% of
the invoice price whichever Is appropriate. The Owner will pay reasonable costs for Rented
Equipment where this Is necessarily retained in the Working Area for extended periods agreed to by ,
the Contract Administrator. This will include Rented Equipment intended for use on other work, but
has been icJled due to the circumstances giving rise to the Work on a Tnne and Material Basis.
.02 In addition, the Owner will Include the Cost of Labour of operators or associated labourers who
cannot be otherwise employed during the standby period or during the period of icJleness caused by
the circumstances giving rise to the Work on a Time and Material Basis.
.03 The Contract Administrator may require Rented equipment icJled 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 will pay such costs as result from such return.
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0P8 Gene... COlllllllol. or ColIlr8cl- Beplamber 1t99
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.04 When Equipment is transported, solely for the purpose of the Work on a Time and Material Basis, to
or from the Working Area on a Time and Material basis, payment will be made by the Owner only in
respect of the transporting units. When Equipment is moved under its own power it shall be deemed
to be working. The method of moving Equipment and the rates shall be subject to the approval of the
Contract Administrator.
GC 8.02.04.07
Payment for Hand Tools
.01 Notwithstanding any. other provision of this Section, .nopayment 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 .Tune and Material Basis,or.a part ofit, to be performed
bY Subcontractors >; on . .aTime and..Material..basis... anckhas~~.apprpval,prior to the
commencernent .ot.'such'.worktcin accordance ~i,requirements,;ofiiSubsection:GC. 3.10,
. subContraCting bythe'Contractor;'the.Owner Will pay the'COSt'of.Worlc:.<1O6'R'une,al)d.]Material Basis
. by'the Subcontractor calculated-as.if the Contractor had'donetbe,Work~l]me;and.Material Basis,
plus'a markup calculated on the folloWing basis:
a) 20% of the first $3.000; plus
b) 15% of the amount from $3,000 to $10,000; plus
c) 5% of the amount in excess of $10,000.
,02 ..No further markup'.wiD be apprledregardless.of,the extent towhich.the work is assigned or sublet to
" others~' If work is;8ssignedor. sublet..to an. associate, .asdefined bY the. Securities.Act no markup
whatsoever Will be apprled. . .
GC 8.02.04.09
Submission of Invoices
,01 . At the start of the Work 'on a Tune and Material Basis, the COntractor .shall.pl'OVide,the. applicable.
, labour and Equipment rates not already submitted to. the Contract Administrator during the course of
such work.
.02 .Separate<summariesshaH be' completed bY the Contractor according to the. standard fol:lll..Summary. . .
for Payment of Accounts on a Time.and Material Basis., . Each .summaryshalllnclude.the order
number and covering dates of the work and shall itemize separately Iabour,.Malerialsand Equipmenl
. .Invoices.for Materials, RenledEquipment and other charges incurred'bYthe Contractor on the Work
on a Tune and Material Basis shall be included Witheachsummary.......",." c. "'~'.-."" ".
:tl3 Each monththe.ContractAdministratorwiU include witbthe.mqnthly'JlI:O.!l~.Jl!lYJ1JElAA ~[lificate, the
costs of the Work on a Tune 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
Tune and Material Basis, .
.04 The final .SummarY for Payment of Accounts on a Time and Matenal Basis" shall besubmitled by the
Contractor Within 60 Days after the completion of the Work on a Tune and Material Basis.
GC 8.02.05
Final Aceeptance Certificate
.01 After the acceptance of the Work .the Contract Administrator will Issue the Final ACceptance
CertifICate. or, where applicable, after the Warranty Period has expired. The final Acceptance
Certificate Will not be Issued until all known deficiencies have been adjusted or corrected. as the case
may be, and the Contractor has discharged all obligations under the COntracl
OPS GenlnI ConcI_ d ConIract. s.,.leo...... 1m
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GC 8.02.06
Payment of Workers
.01 The Contractor shall, in addition to any fringe benefits, pay the workers employed on the Work in
accordance with the labour conditions set out in the Contract and at intervals of not less than twice a
month.
.02 The Contractor shall require each Subcontractor doing any part of the Work to pay the workers
employed by the Subcontractor on the Work in accordance with paragraph GC 8.02.06.01.
.03 Where any person employed by the Contractor or any Subcontractor or other person on the Work is
paid less than the amount required to be paid under the Contract, the Owner may set off monies in
accordance with clause GC 8.02.03.11, Owner's Set-Off.
GC 8.02.07
Records
.01 The Contractor shall maintain and keep accurate Records relating to the Work, Changes in the Work,
Extra Work and claims arising therefrom. Such Records shall be of sufficient detail to support the
total cost of the Work, Changes in the Work, and Extra Work. The Contractor shall preserve all such
"' original Records until 12 months after the Final Acceptance Certificate is issued or until all claims
have been settled, whichever is longer. The Contractor shall require that SubContJ actors employed
by the Contractor preserve all original Records pertaining to the Work, Changes in the Work, Extra
Work and claims arising therefrom for a similar period of time.
.02 If, In the opinion of the Contract Administrator, Dally Work Records are required, such records shall
report the labour and Equipment employed and the Material used on any specific portion of the Work.
The Dally Work Records shall be reconclled with and signed by the Contractor's represenlative each
day.
.03 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.
GC 8.02.08
Taxes and Duties
.01 Where a change in Canadian Federal or Provincial taxes occurs after the date of tender closing for
this Contract, and this change could not have been anticipated at the time of bidding, the Owner will
increase or decrease Contract payments to account for the exact amount of tax change involved.
.02 Claims for compensation for additional tax cost shall be submitted by the Contractor to the Contract
Administrator on forms provided by the Contract Administrator to the Contractor. Such claims for
additional tax costs shall be submitted not less than 30 Days after the date of Final Acceptance.
.03 Where the Contractor benefits from a change In Canadian Federal or Provincial taxes, the Contractor
shall submit to the Contract Administrator, on forms provided by the Contract Administrator, a
statement of such benefits. This statement shall be submitted not later than 30 Days after Final
Acceptance.
.04 Changes in Canadian Federal or Provincial taxes which impact upon commodities, which when left In
. place form part of the finished Work, or the provision of services, where such 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, which do not form part of the Work.
Poge 4C
OPS -... ~.. a/ Contr8Cl. Seplemller tll9ll
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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.
OPS Oenotal Cond_ d ContrKI. ~ 1m
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