HomeMy WebLinkAbout2002-065
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 2002- 065
Being a By-law to authorize a contract between the
Corporation of the Municipality of Clarington and Ron
Robinson Limited, Bowmanville, Ontario, for Concession
Street and Elgin Street Reconstruction and Church Street
Storm Sewer Replacement, Bowmanville, Ontario
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS
FOllOWS:
1 . THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the
Corporation of the Municipality of Clarington with the Corporation Seal, a contract
between, Ron Robinson Limited, Bowmanville, Ontario and said Corporation; and
2. THAT the contract attached hereto as Schedule "A" form part of this By-law.
By-law read a first and second time this
April
By-law read a third time and finally passed this
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CORPORATION OF
THE MUNICIPALITY OF CLARINGTON
CONCESSION STREET AND ELGIN STREET
RECONSTRUCTION
CONTRACT NO. CL2002-3
MARCH 2002
TSH No. 12 10824
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AGREEMENT
THIS AGREEMENT made in quadruplicate this 19th day of April 2002
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 TIlE MUNICIPALITY OF CLARINGTON
hereinafter called the "Purchaser"
THE PARTY OF THE SECOND PART
WITNESSETH, that the party of the first part, for and in consideration of the payment or
payments specified in the tender for this work hereby agrees to furnish all necessary machinery, tools,
equipment, supplies, labour, and other means of construction and, to the satisfaction of the Engineer, to do all
the work as described hereafter, furnish all the materials except as herein otherwise specified, and to complete
such works in strict accordance with the plans, specifications and tender therefore, all of which are to be read
herewith and form part of this present agreement as fully and completely to all intents and purposes as though
all the stipulations thereof have been embodied herein.
Page 1 of 3
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DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS
ADDENDUM NO.1 - dated April 2, 2002
A. TENDER FORM: General Pages 1 and 2
Itemized Bid Pages 3 to 15
Bonds
Schedule of Tender Data Page 17
B. STANDARD TERMS AND CONDITIONS
C. INSTRUCTIONS TO TENDERERS Pages 1 to 5
D. SPECIAL PROVISIONS - GENERAL Pages 1 to 15
E. SPECIAL PROVISIONS - TENDER ITEMS Pages 1 to 25
G. STANDARDS
G. BREAKDOWN SHEET
H. PLANS: Drawings No.1 - 18, W-S-1 - W-S-8 and L1 - L5
I. STANDARD SPECIFICATIONS: the applicable edition of the following Ontario Provincial Standard
Specifications.
OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 315 Dec. 1993 410 Nov. 2001 552 July 1991
129 Current 352 Dec. 1993 411 Nov. 2001 566 Apr. 1988
201 Feb. 1996 354 Sept. 1996 412 Apr. 1999 572 Aug. 1990
207 Nov. 2000 355 Sept. 1996 502 Feb. 1996 573 Nov. 2001
310 March 1993 405 Feb. 1990 507 Nov. 2001 604 Mar. 1993
510 Oct. 200 1 908 Mar. 1998
J. GEOTECHNICAL INVESTIGATION (Borehole Logs)
K. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
All Plans and Documents referred to in the Specifications.
The Contractor further agrees that he will deliver the whole of the works completed in
accordance with this agreement on or before the expiration of 120 working days from the commencement
date of Monday, May 6, 2002.
IN CONSIDERATION WHEREOF said party of the second part agrees to pay to the
Contractor for all work done, the unit prices on the Tender.
This agreement shall enure to the benefit of and be binding upon the heirs, executors,
administrators and assigns of the Contractor and on the heirs and successors of the Purchaser.
Page 2 of 3
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IN WITNESS WHEREOF, the Contractor and the Purchaser have hereunto signed their
names and set their seals on the day first above written.
SIGNED and sealed by the Contractor
in the presence of
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SIGNED and sealed by the Purchaser
in the presence of
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Page 3 of 3
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CONTRACT NO. CL2002-3
MUNICIPALITY OF CLARINGTON
Concession Street and Elgin Street Reconstruction, Bowmanville
ADDENDUM NO.1
Contractors are hereby advised of the following clarifications/modifications to Contract No. CL2002-3.
INSTRUCTIONS TO TENDERERS
Page 4: Clause 16 " Award of the Contract"
A ward of the contract is subject to the receipt of the Ministry of Environment approval for the storm sewer,
sanitary sewer and watermain works required as part of this contract. The ongoing OPSEU strike could delay
the receipt of these approvals and thus the construction of these works.
Page 5: Clause 19 "Utilities"
The following shall be added:
The required relocation of hydro plant will be completed prior to the commencement of construction.
The Contractor will have to coordinate his work with the relocation of the Bell and Cable utilities which it is
anticipated will be completed late May to early June.
SPECIAL PROVISIONS - GENERAL
Page 6: Clause 14 "Maintenance of Traffic"
The following paragraph is added:
"The successful bidder shall prepare a construction staging plan which shall be submitted to the Contract
Administrator within two weeks of the tender closing date. "
Page 7: Clause 16 " Engineering Field Office"
The Following sentence shall be added:
"The field office shall be equipped with a facsimile machine for the use of the Contract Administrator. "
ITEMIZED BID
Page 3:
Quantity shall read 8710.
Item No.2
Item No.6
Quantity shall read 6000.
Item No. 8
Quantity shall read 1750.
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CONTRACT NO. CL2002-3
Municipality of Clarington
Concession Street and Elgin Street Reconstruction, Bowmanville
ADDENDUM NO.1
2 of6
Page 4:
Item No. 16
Quantity shall read 194.
Page 5:
Item No. 35
The Description shall read "Pedestrian Guard (as per O.B.C)."
The Total for this Item shall read $10,000.
Page 8:
Church Street Storm Sewer Replacement and Elgin Street Catch Basin and Lead
The following Items are added:
50 410 300 mm Dia. PVC SDR 35 Storm m 50.1
SP Sewer, incl. Excavation,
Embedment, Granular 'B' Backfill
and Trench Restoration
51 410 375 mm Dia. C.P. Storm Sewer, m 65.8
SP Class 50-D, incl. Excavation, Class
'B' Bedding, Granular 'B' Backfill
and Trench Restoration
52 407 600 mm x 600 mm Precast ea 6
SP Catchbasins (OPSD-705.01O)
53 407 1200 mm Dia. Precast Maintenance ea 1
SP Holes (OPSD-701.01O)
54 510 Removal of Maintenance Holes and ea 5
SP Catchbasins
This page shall be inserted at the end of the Itemized Bid pull out and the bid amount for these items shall be
included in the "Total Section 1 (carried to summary)".
SPECIAL PROVISIONS - TENDER ITEMS
Page 2: Earth Excavation (Grading) - Item No.2
The following shall be added/modified:
. Removal and disposal of asphalt from roadways shall be included in the unit price bid for this Item.
. Approximately 435 m3 of fill is required in addition to the 75 m3 of engineered fill.
. Change "engineering" fill to "engineered" fill.
Page 3: Granular" A" and Granular "B", Type 1 - Items No.6 and 7
Reference to Item No. "5" shall read Item No. "6"
Reference to Item No. "6" shall read Item No. "7"
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CONTRACT NO. CL2002-3
Municipality of Clarington
Concession Street and Elgin Street Reconstruction, Bowmanville
ADDENDUM NO.1
3 of6
Page 3: Concrete in Sidewalk - Item No.8
Reference to Item No. "5" shall read Item No. "6"
Reference to Item No. "7" shall read Item No. "8"
Payment under this Item shall be made for construction of sidewalk from the north limit of the Canadian
Pacific Railway bridge to First Street on the east side of Elgin Street for a length of approximately 60 metres.
The location of the work is shown on Drawing No. 19 (a portion of which is attached).
Page 4: Interlocking Brick Pavers - Items No. 9 - 11
Reference to Item No. "5" shall read Item No. "6"
Reference to Item No. "6" shall read Item No. "7"
Page 8: Siena Stone Retaining Walls - Item No. 34
A comparable stone supplied by other manufacturers is acceptable subject to the approval of the Contract
Administrator.
Page 9: Pedestrian Handrail - Item No. 35
This Item is deleted and replaced with "Pedestrian Guard Rail". The unit of payment for this Item shall be
changed from "Metres" to "Lump Sum". Under this Item the Contractor will be paid on a time and
materials basis for the supply and placement of a "Guard" as defmed in Section 9.8.8 of the Ontario Building
Code. Shop drawings for the "Guard" will have to be submitted for approval prior to fabrication. Additional
design details will be provided to the contractor upon award of the contract.
Page 11: Tree Pruning - Item No. 47
Tree #88 (Sugar Maple at 39 Elgin Street) shall be added to the list of tress for crown pruning.
Page 11: Supply and Installation of Trees - Item No. 48
Place the Plant List shown on Drawing L5 with the attached revised Plant List. The changes relate only to the
caliper size.
Page 17: Watermain and Appurtenances - Items No. 3.01.02 - 3.01.04 and 3.01.06
All references to "IPT" (Iron Pipe Threads) shall be revised to read "CTT" (Corporation Tapered Threads).
Delete paragraph ".3 Maintenance and of supply to all homes ..." of the "Include" portion of the SP as this
work is covered under Item 3.11.01.
Page 18: Trench Restoration - Item No. 3.02.03
After Section e), add the following:
"Payment under this Item shall apply to restoration of sanitary sewer service trenches outside and the right-of-
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CONTRACT NO. CL2002-3
Municipality of Clarington
Concession Street and Elgin Street Reconstruction, Bowmanville
ADDENDUM NO.1
4 of6
way limits of Concession Street and Elgin Street as directed by the Contract Administrator. "
Page 21: Temporary Water Supply - Item No. 3.11.01
The estimated quantity of homes for provision of temporary water supply includes ten homes on High Street.
The temporary supply to these homes can be made by means of a temporary above ground supply or by means
of a connection from the Concession Street temporary water supply line to the existing main on High Street.
Payment for all ten homes will be paid regardless of the method of temporary water supply.
Page 25: Church Street Storm Sewer Replacement and Elgin Street Catch Basin and Lead Installation
North of CPR - Items No. 50 to 54
The unit prices bid under these Items shall include the following:
. Bedding and cover material to pipes shall be Granular "A"
. Backfill shall be Granular "B", Type 1.
. Saw cutting of all asphalt and concrete surfaces at trench limits and as required elsewhere to complete the
work.
. Removal and disposal off site of asphalt, concrete and surplus earth from trenching operations.
. Removal and disposal off site of existing sewer pipe encountered in trenching operations.
. Breaking into existing maintenance holes to make connections.
. Supply and install two rows of adjustment units to Catch Basin 63. Minimize disturbance to parking lot
surface.
. Restoration of disturbed surfaces as follows:
- Sidewalk, 125 mm thick in 30 MPa concrete to match existing width.
- Salvage interlocking bricks and relay.
- Curb and gutter to match existing in 30 MPa concrete.
- Church Street Roadway, 80 mm HL-4, 2 lifts on 150 mm of Granular" A" and 450 mm of
Granular "B", Type 1
- Elgin Street Roadway, 50 mm HL-4, 40 mm HL-3 on 150 mm of Granular" A" and 300 mm of
Granular "B", Type 1
- Commercial Entrance, 50 mm HL-4, 40 mm HL-3 on 100 mm of Granular" A" and 200 mm of
Granular "B", Type 1
- Connecting existing pipes to new catch basin No. 67 and maintenance hole No. 65.
. The connection of the catch basin lead to the existing 375 mm CSP on Elgin Street north of the CPR
bridge must be completed with a manufactured CSP tee and include for all required couplings and adapter.
All works under these Items shall be carried out in accordance with Drawings No. 19 and 20 (attached).
Church Street is located three blocks south of Concession Street.
DRAWINGS
Drawing Nos. 16, 18 and Retaining Wall Standard Drawings
All references to handrail, chain link fence and OPSD 915.01 shall be deleted and replaced with:
"Pedestrian Guard as defined by Section 9.8.8 of the Ontario Building Code".
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CONTRACT NO. CL2002-3
Municipality of Clarington
Concession Street and Elgin Street Reconstruction, Bowmanville 5 of 6
ADDENDUM NO.1
Drawings No. 19 and 20 are added to the drawing set.
Drawing No. W -8-4
The flanged branch outlet at 10 + 273.3 (Centre Street) shall be revised to read 200 nun.
Drawing No. W -8-6
All references to "Iron Pipe Threads" (IPT) shall be deleted and replaced with "Corporation Tapered
Threads" (CTT).
The service size for House No.7 on the service location chart shall be revised to 25 Illffi.
The station for House No. "New" shown on the service location chart is revised to 10+363.7.
Drawing No. L5
The Plant List shown shall be replaced with the attached revised Plant List.
SEE FOLLOWING PAGE
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CONTRACT NO. CL2002-3
Municipality of Clarington
Concession Street and Elgin Street Reconstruction, Bowmanville
ADDENDUM NO.1
6 of6
PLANT LIST
I Size I
Quantity Symbol Botanical Name Common Name ICaliper I Hl IComments
Shade Trees
5 Af Acer x freemanii Autumn Blaze Red Maple 60mm W.B.
5 Ar Acer rubrum Red Maple 50mm W.8. oversize rootball
6 As Acer saccharum Sugar Maple 60mm W.B.
4 Co Celtis occidentalis Hackberry 70mm W.B.
3 Fs Fagus svlvatica 'Atroounicea' Copper Beech 60mm W.B. oversize rootball
11 Fa Fraxinus americana 'Autumn Purple' Autumn Purple Ash 60mm W.B.
6 Fp Fraxinus pennsvlvanica 'Summit' Summit Green Ash 60mm W.B.
2 Gb Ginkgo biloba Ginkgo I Maidenhair Tree 80mm W.B.
2 Gp Ginkgo biloba 'Princeton SentrY Columnar Ginkgo 50mm W.B.
4 Gt Gleditsia triacanthos 'Shademaster' Shademaster Honevlocust 70mm W.B.
3 Ov Ostrya virginiana Ironwood 50mm W.B.
7 Qr Quercus rubra Red Oak 60mm W.B. oversize rootball
Ornamental DecIduous Trees
10 Ac Acer campestre Hedge Maple 50mm W.B.
13 Ag Acer ginnala Amur Maple 50mm W.B.
13 Am Amelanchier canadensis Serviceberry 50mm W.B.
1 Ca Comus altemifolia Pagoda Dogwood 40mm W.B.lcontainer grown
10 Cc Crataegus crusgalli var. inermis Thornless Cockspur Hawthom 50mm W.B.
2 Cy Corylus colurna Turkish Hazel 60mm W.B.
5 Mh Malus 'Harvest Gold' Harvest Gold Crabapple 50mm W.B.
3 Mp Malus 'Prairifire' Prairifire Crabapple 50mm W.B.
1 Mr Malus 'Robinson' Robinson Crabapple 50mm W.B.
16 Sr Syringa reticulata 'Ivory Silk' Ivory Silk Tree Lilac 50mm W.B.
13 VI Viburnum lentago Nannyberry 45mm W.B.
Coniferous Trees
2 I Pg I Picea glauca IWhite Spruce 250cm W.B.
3 I Pp IPicea pungens 'Glauca' IColorado Blue Spruce 250cm W.B.
This plant list includes 4 trees that are not shown on the Contract Drawings. 1Af, 1Ar, and 2Fp not shown on the drawings will be
planted in the west boulevard of Elgin Street between Horsey Street and Wellington Street.
All shade trees shall have minimum 1.8m (6') clearance to first scaffold branches.
With the exception of Ca (Pagoda Dogwood), all ornamental deciduous trees shall have minimum 1.5m (5') clearance to first scaffold
branches.
All tenders must be submitted on the basis of these modifications.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH
Engineers Architects Planners
513 Division Street
COBOURG, Ontario K9A 5G6
April 2, 2002
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PROJECT:
AUTHORITY:
CONTRACT ADMINISTRATOR:
TENDERER:
TENDERS RECEIVED BY:
P\10824\Specs\19014- TF-signing.doc
TENDER FOR CONTRACT NO. CL2002-3
CONCESSION STREET AND
ELGIN STREET RECONSTRUCTION
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 MapleKfOve Road
BOWMANVILLE, Ontario.
Address (include Postal Code)
LIC 3K4
905-697-0400
Telephone and Fax Numbers
905-697-0581
Ronald D. Robinson
Name of Person Signing
Vice-President
Position of Person Signing
Mrs. Patti Barrie, Clerk
Corporation of the Municipality of Clarington
40 Temperance Street
BOWMANVILLE, Ontario. LIC 3A6
Page 1 of 17 pages
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TENDER CONTRACT NO. CL2002-3
To: The Mayor and Members of Council
CQrporationof the Municipality of Clarington .
Re: Contract No. CL2002-3
Concession Street and Elgin Street Reconstruction
Dear :
The Contractor has carefully examined the Plans, Provisions, Specifications and Conditions described herein as
part of the work to be done under this Contract. The Contractor understands and accepts the said Plans,
Provisions, Specifications and Conditions, and, for the prices set forth in this Tender, hereby offers to furnish
all machinery, tools, apparatus and other means of construction, furnish all materials, except as otherwise
specified in the Contract, and to complete the work in strict accordance with the said Plans, Provisions,
Specifications and Conditions.
The Contractor understands and accepts that the quantities shown are approximate only, and are subject to
increase, decrease, or deletion entirely if found not to be required.
Attached to this tender is a bid deposit in the amount specified in Clause 3 of the Instructions to Tenderers,
made payable to the Authority. This cheque or bid bond shall constitute a deposit which shall be forfeited to the
Authority if the successful Contractor fails to file with the Authority a 100% Performance Bond, and a 100%
Labour and Material Payment Bond, satisfactory to the Authority within ten (10) calendar days from the date of
receipt of Notice of Acceptance of the Tender.
Notification of acceptance may be given and delivery of the form of Agreement made by prepaid post,
addressed to the Contractor at the address contained in this Tender.
Page 2 of 17 pages
I ITEMIZED BID CONTRACT NO. CL2002-3
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2002-3 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 Ouantity Payment Item
I
I SECTION 1: MUNICIPALITY OF CLARINGTON -
ROADWORKS AND STORM SEWERS
I 1 201 Site Preparation LS 7,555.00
SP
2 206,565 Earth Excavation (Grading) m3 8,710 7.70 67,067.00
I SP (P)
3 310 Hot Mix, H.L.-4 t 1,600 51.03 81,648.00
SP
I 4 310 Hot Mix, H.L.-3A (Entrances and t 150 85.68 12,852.00
SP Boulevards
5 310 Hot Mix, H.L.-3 Sidestreet Surface t 30 85.68 2,570.40
I SP Pavin
6 314 Granular' A' t 6,000 17.00 102,000.00
I SP
7 314 Granular 'B', Type 1 t 9,500 10.56 100,320.00
SP
I 8 351 Concrete in Sidewalk m2 1,750 34.97 61,197.50
SP
9 355 Interlocking Brick Pavers on Sand m2 150 52.41 7,861.50
I SP and Granular 'A I Base
10 355 Salvaged Interlocking Brick Pavers m2 25 56.36 1,409.00
SP on Sand and Granular I A I Base
I a) In Private Walkwa s
b) In Private Entrances m2 15 56.36 845.40
I 11 355 Interlocking Brick Pavers in m2 1,100 59.43 65,373.00
SP Roadway
I 12 350 Concrete Crossovers in Roadway m2 222 47.50 10,545.00
SP
13 353 Concrete Curb and Gutter (all m 2,010 32.55 65,425.50
I SP s)
14 405 150 mm Perforated Corrugated m 1,291 9.46 12,212.86
SP Plastic Subdrain with Geotextile
I 15 410 150 mm Dia. PVC SDR 28 Storm m 46 112.20 5,161.20
SP lateral, incl. Excavation,
Embedment and Native Backfill
I 16 410 300 mm Dia. PVC SDR 35 Storm m 194 140.38 27,233.72
SP Sewer, incl. Excavation,
Embedment and Granular 'B'
I Backfill
Page 3 of 17 pages
I ITEMIZED BID CONTRACT NO. CL2002-3
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2002-3 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
I
I 17 410 300 mm Dia. C.P. Storm Sewer, m 244 159.08 38,815.52
SP Class 50-D, inc1. Excavation, Class
'B' Bedding and Granular I B I
I Backfill
18 410 450 mm Dia. C.P. Storm Sewer, m 464 161.53 74,949.92
SP Class 50-D, incl. Excavation, Class
I 'B' Bedding and Granular 'B I
Backfill
19 407 600 mm x 600 mm Precast ea 29 1,335.76 38,737.04
I SP Catchbasins (OPSD-705.010)
20 407 600 mm x 1450 mm Precast Twin ea 1 2,081.37 2,081.37
SP Inlet Catchbasin (OPSD-705.020)
I 21 407 600 mm x 600 mm Precast Ditch ea 1 1,726.62 1,726.62
SP Inlet (OPSD 705.030)
I 22 407 1200 mm Dia. Precast Maintenance ea 12 2,580.95 30,971.40
SP Holes (OPSD-701.010)
I 23 407 1500 mm Dia. Precast Manholes ea 1 3,811.79 3,811.79
SP (OPSD-701.011)
24 408 Adjust Maintenance Holes and ea 2 165.00 330.00
I SP Catchbasins.
25 408 Rebuild Maintenance Holes and ea 2 550.00 1,100.00
SP Catchbasins
, 26 501 Water for Compaction and Dust m3 800 5.50 4,400.00
Su ression
27 506 Calcium Chloride Flake kg 7,400 0.86 6,364.00
I 28 SP Sawcutting of Asphalt m 240 8.40 2,016.00
I 29 510 Removal of Sidewalk m2 1,630 3.85 6,275.50
SP
I 30 510 Removal of Curb and Gutter m 145 4.40 638.00
SP
31 510 Provisional Item: m2 30 4.40 132.00
I SP Removal of Non-reinforced
Concrete Base.
32 510 Removal of Culverts and Sewers m 815 3.30 2,689.50
I SP
33 510 Removal of Maintenance Holes and ea 13 275.00 3,575.00
- SP Catchbasins
J Page 4 of 17 pages
I ITEMIZED BID CONTRACT NO. CL2002-3
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2oo2-3 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
I
I 44 603 Provisional Item - m 815 8.80 7,172.00
50 mm Polyethylene Duct Direct
Buried
I 45 603 Provisional Item - ea 8 258.50 2,068.00
300 mm Dia. Concrete Handhole
46 552 Steel Beam Guiderail with Channel m 20.5 131.25 2,690.63
I SP
47 SP Tree Pruning LS 525.00
I 48 570 Supply and Install Trees
SP
a) Autumn Blaze Red Maple, ea 4 344.40 1,377.60
I Acer x eemanii
b Red Ma Ie, Acer rubrum ea 4 302.40 1,209.60
I c) Su ar Ma Ie, Acer saccharum ea 6 344.40 2,066.40
d Hackbe , Celtis occidentalis ea 4 363.30 1,453.20
e) Copper Beech, Fagus sylvatica ea 3 512.40 1,537.20
I 'Atro unicea'
f) Autumn Purple Ash, Fraxinus ea 11 302.40 3,326.40
americana 'Autumn Pu Ie'
I g) Summit Green Ash, Fraxinus ea 4 302.40 1,209.6
e lvanica 'Summit'
h) Ginkgo I Maidenhair Tree, ea 2 512.40 1,024.80
I Gink 0 biloba
i) Columnar Ginkgo, Ginkgo ea 2 344.40 688.80
biloba 'Princeton Sent ,
I j) Shademaster Honeylocust, ea 3 344.40 1,033.20
Gleditsia triacanthos ' Shademaster'
I k) Ironwood, Ost a vir iniana ea 3 363.30 1,089.90
I) Red Oak, Quercus rubra ea 7 323.40 2,263.80
m) Hedge Maple, Acer campestre ea 10 260.40 2,604.00
I
n) Amur Ma Ie, Acer innala ea 15 270.90 4,063.50
I 0) Serviceberry, Amelanchier ea 11 239.40 2,633.40
canadensis
p) Pagoda Dogwood, Comus ea 1 249.90 249.90
I altemi olia
q) Thornless Cockspur Hawthorn, ea 10 247.80 2,478.00
Cratae us crus alIi var. inermis
I Page 6 of 17 pages
I CONTRACT NO. CL2002-3
ITEMIZED BID
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2002-3 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 Ouantity Payment Item
I
I r) Turkish Hazel, Corylus colurna ea 2 277.20 554.40
s) Harvest Gold Crabapple, Malus ea 5 247.80 1,239.00
I 'Harvest Gold'
t) Prairifire Crabapple, Malus ea 3 247.80 743.40
, Prairi re'
I u) Robinson Crabapple, Malus ea 1 247.80 247.80
'Robinson'
v) Ivory Silk Tree Lilac, Syringa ea 14 291.90 4,086.60
I reticulata ']vo Silk'
w) Nannyberry, Viburnum lentago ea 13 302.40 3,931.20
I x) White Spruce, Picea glauca ea 2 281.40 562.80
I y) Colorado Blue Spruce, Picea ea 3 375.90 1,127.70
un ens 'Glauca'
49 SP Additional cost to Hand Dig for ea 4 88.20 352.80
I Tree Plantin
50 410 300 mm Dia. PVC SDR 35 Storm m 50.1 387.53 19,415.25
SP Sewer, incl. Excavation,
I Embedment, Granular 'B I Backfill
and Trench Restoration
51 410 375 mm Dia. C.P. Storm Sewer, m 65.8 269.05 17,703.49
I SP Class 50-D, incl. Excavation, Class
IB' Bedding, Granular 'BI Backfill
and Trench Restoration
I 52 407 600 mm x 600 mm Precast ea 6 1,555.76 9,334.56
SP Catchbasins (OPSD-705.01O)
53 407 1200 mm Dia. Precast Maintenance ea 1 2,586.45 2,586.45
I SP Holes (OPSD-701.01O)
-I 54 510 Removal of Maintenance Holes and ea 5 275.00 1,375.00
SP Catchbasins
-I Total Section 1 (carried to
summa ) 1,114,122.62
~I
~ Page 7 of 17 pages
I ITEMIZED BID CONTRACT NO. CL2002-3
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2oo2-3 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
I
I SECTION 2: REGION OF DURHAM -
SANITARY SEWERS AND APPURTENANCES
I 2.01 RMDSS Pipe (not including Restoration
SP
2.01.01 200 mm Dia.
I (3.0 m or less dee )
.01A MH #S-1 to #14-59 m 69.3 124.49 8,627.16
I .01B MH#14-38 to #14-36 m 95.0 124.49 11,826.55
.00C MH#14-36 to #14-34 m 110 124.49 13,693.90
I .01D MH#I4-34 to #14-172 m 64.7 124.49 8,054.5
I .01E MH#S-2 to #14-59 m 80.3 124.49 9,996.55
.01F MH#S-3 to #14-54 m 11.2 124.49 1,394.29
I 2.01.02 200 mm Dia. m
I (3.1 m to 4.5 m de th)
.02A MH#S-5 to #S-6 m 44.8 124.49 5,577.15
I .02B MH#14-73 to #S-1 m 92.2 124.49 11,477.98
.02C MH#14-59 to #14-54 110 124.49 13,693.90
m
I .02D MH#14-54 TO #14-38 m 67.5 124.49 8,403.08
I .02E MH#14-1oo to #14-60 m 73.3 124.49 9,125.12
2.01.06 250 mm Dia.
I (3.0 m and less dee )
.06A MH#14-38 to #S-4 m 9.7 133.81 1,297.96
I 2.02 RMDSS Extra Over Item 2.01 and 2.03
SP
2.02.07 Trench Restoration - m 150 4.04 606.00
I a) To soil and Sod
I Page 8 of 17 pages
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'-
ITEMIZED BID
CONTRACT NO. CL2002-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2002-3 for the following unit prices.
Spec. No.
SP
(P)
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
.08F
S-101-1200 mm Dia. Precast
Concrete Maintenance Hole (3.1 m
to 4.5 m dee )
Maintenance Hole #S-2 LS 3,023.91 3,023.91
Maintenance Hole #S-3 LS 3,299.42 3,299.42
Maintenance Hole #S-4 LS 2,931.92 2,931.92
Maintenance Hole #S-5 LS 3,115.67 3,115.67
Maintenance Hole #14-54 LS 3,023.91 3,023.91
Maintenance Hole #14-60 LS 3,207.66 3,207.66
Maintenance Hole #14-72 LS 3,115.67 3,115.67
Maintenance Hole #14-73 LS 2,748.17 2,748.17
2.04.08
.08A
.08B
.08C
.08D
.08E
.08G
.08H
Total Section 2 (Carried to Summary)
204,931.51
SECTION 3: REGION OF DURHAM -
W ATERMAINS AND APPURTENANCES
3.01 RMDSS Pipe
SP (not inc1udin restoration)
3.01.01 100 mm dia. PVC m 10 397.23 3,972.30
3.01.02 150 mm Dia. PVC m 136 259.38 35,275.68
3.01.03 200 mm Dia. PVC m 8.5 264.83 2,251.06
3.01.04 300 mm dia. PVC m 351 132.13 46,377.63
3.01.06 400 mm dia. CPP m 477.8 454.44 217,131.43
Page 10 of 17 pages
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ITEMIZED BID
CONTRACT NO. CL2002-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2002-3 for the following unit prices.
Spec. No.
SP
(P)
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Ouantity Payment Item
3.04.05 Remove Existing Hydrant complete
with Concrete Plu s
3.05 RMDSS Services
SP (not includin restoration)
3.05.01 19 mm Main Stop
3.05.02 25 mm Main Stop
3.05.06 19 mm Curb Stop and Box
3.05.07 25 mm Curb Stop and Box
3.05.11 19 mm Copper Pipe
3.05.12 25 mm Copper Pipe
3.06 RMDSS Test Points
SP
3.06.01 19 mm Test Point as per S-429
3.06.02 50 mm Test Point as per S-429
(Modified)
3.11 RMDSS Temporary Water Supply
SP
3.11.01 Temporary Water Supply to
Residences
ea
6
275.00
1,650.00
0.00
ea
42
165.00
6,930.00
ea
9
165.00
1,485.00
ea
42
104.50
4,389.00
ea
9
115.5
1,039.50
m
461
35.49
16,360.89
m
170
37.89
6,441.30
0.00
ea
3
495.00
1,485.00
ea
2
495.00
990.00
0.00
ea
62
49.50
3,069.00
Total Section 3 -( Carried to Summary)
401,012.65
SECTION 5: CONTINGENCIES
1. Stone Below Pipe Bedding
.1 0.00 m to 3.75 m
.2 3.75 m to 5.25 m
.3 5.25 m to 6.75 m
.4 6.75 m to 8.25 m
.5 8.25 m to 9.75 m
m3
m3
m3
m3
m3
45.00
48.00
55.00
65.00
77.00
Page 12 of 17 pages
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ITEMIZED BID
CONTRACT NO. CL2002-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2002-3 for the following unit prices.
Spec. No.
SP
(P)
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
2. Extra Excavation in Trenches
.1 0.00 m to 3.75 m m3 12.00
.2 3.75 m to 5.25 m m3 15.00
.3 5.25 m to 6.75 m m3 22.00
.4 6.75 m to 8.25 m m3 31.00
.5 8.25 m to 9.75 m m3 42.00
3. Labour Rates (all inclusive)
.1 Foreman (including Truck) hr 62.00
.2 Common Labour hr 43.00
.3 Skilled Labour hr 46.00
.4 Truck Driver hr 45.OC
.5 Heavy Equipment Operator hr 47.00
.6 Carpenter hr 47.00
4. Located WS or Main Valve Box
.1 Total Exposure ea 250.00
.2 Partial Exposure ea 200. ()(]
S. WS Box - Extra Over Item 4
.1 New No.9 Water Service ea 145.00
.2 New Rod Only (stainless) ea 60.00
.3 New Lid Only ea 35.00
.4 Rethreading Only ea 50.00
.5 150 mm Extension ea 35.00
.6 300 mm Extension ea 40.00
.7 450 mm Extension ea 47.00
.8 600 mm Extension ea 52.00
6. Modify Exist. Main Valve Box
.1 Cut off Threaded Portion ea 115.00
.2 New Lid ea 40.00
.3 New Top Section ea 115.00
.4 New Extension Section ea 120.00
.5 New Bottom Section ea 210.00
.6 New Box Complete ea 320.00
.7 Trench Rock Excavation m3 200.00
.8 Calcium Chloride (Flake) t 700.00
Total Section 5 - (carried to Summary)
Page 13 of 17 pages
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ITEMIZED BID
CONTRACTNO.CL200~3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2002-3 for the following unit prices.
Spec. No.
SP
(P)
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Ouantity Payment Item
SECTION 8: GENERAL ITEMS
8.01.01 SP Supply and Maintain Field Office
LS
1,735.00
1,735.00
8.02.01
SP
One Hundred Percent (100 %)
Performance and Maintenance
Guarantee Bond, Liability
Insurance and Labour and Material
Pa ment Bond.
Mobilization and Demobilization
30,000.00
8.03.01
SP
LS
550.00
550.00
8.05.01
SP
Pre-Condition Survey
LS
19,740.00
19,740.00
Total Section 8 - (carried to Summary)
52,025.00
Page 14 of 17 pages
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ITEMIZED BID
CONTRACT NO. CL2002-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2002-3 for the following unit prices.
Spec. No.
SP
(P)
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
SUMMARY -
Total Section 1 - Roadworks and Storm Sewers
Total Section 2 - Sanitary Sewers and Appurtenances
Total Section 3 - Watermains and Appurtenances
Total Section 5 - Contingencies
Total Section 8 - General Items
1,114,122.62
204,931.51
401,012.65
52,025.00
Total (excludin GST)
GST (7% of Total)
1,772,091.78
124,046.42
Tenderer's GST Registration No. RI04620729
server\projectslI2-10824IspecsICUOO2-3 Low Bid Itemized Bid Document
Page 15 of 17 pages
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AGREEMENT TO BOND (to be completed by Bondin2 Company)
CONTRACT NO. CL2002-3
Bond No. TS 307203/19
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.CL2002-3 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
2002
28th
day of March
The Guarantee Company of North America
Name of Bonding Company
Kim Rank
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 16 of 17 pages
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SCHEDULE OF TENDER DATA
CONTRACT NO. CL2002-3
The work specified in the Contract shall be performed in strict accordance with the following Schedule:
A. TENDER FORM: General Pages 1 and 2
Itemized Bid Pages 3 to 15
Agreement to Bond Page 16
Schedule of Tender Data Page 17
B. STANDARD TERMS AND CONDITIONS
C. INSTRUCTIONS TO TENDERERS Pages 1 to 5
D. SPECIAL PROVISIONS - GENERAL Pages 1 to 15
E. SPECIAL PROVISIONS - TENDER ITEMS Pages 1 to 25
F. STANDARDS
G. BREAKDOWN SHEET
H. PLANS: Drawings No.1 - 18, W-S-l - W-S-8 and Ll - L5
I. STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition of the following Ontario Provincial Standard Specifications.
OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 314 Dec. 1993 407 Nov. 2001 552 July 1991
128 Current 351 Dec. 1993 408 Nov. 2001 565 Apr. 1988
201 Feb. 1996 353 Sept. 1996 409 Apr. 1999 570 Aug. 1990
206 Nov. 2000 355 Sept, 1996 501 Feb. 1996 571 Nov. 2001
310 March 1993 405 Feb. 1990 506 Nov. 2001 603 Mar. 1993
510 Oct. 2001 908 Mar. 1998
J. GEOTECHNICAL INVESTIGATION (Borehole Logs)
K. 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
t/
No
By my/our signature hereunder, I/we hereby identify this as the Schedule of Tender Data, Plans ~g_
Specifications, for Contract No. CL2002-3, executed by me/us bearing date the 8th day<>.t. ~i!, 2002"
and we have fully re d I related documents to tender data as listed above. ' "- ".. _ - - - - . . -. _ .
.......... ..:.. -~
< ~: ~- -..-, -
SIGNATURE
~ ~ ~
-- - -
-......
POSITION: Vice-President
~/ '"-
(COMPANY SBAL)
NAME OF FIRM: RON ROBINSON LIMITED
This is Page 17 of 17 Pages to be submitted as the Tender Submission for Contract No. CL2OO2-3.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2002-3
STANDARD TERMS AND CONDITIONS
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STANDARD TERMS AND CONDITIONS
The Municipality of Clarington's "Standard Terms and Conditions" shall apply to this Contract
except where noted below.
. Clause 8 of the "Standard Terms and Conditions" shall be superceded by Clause 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" of the "Special Provisions - General" Section of the
Contract.
. Clause 16 of the "Standard Terms and Conditions" is not applicable to this Contract.
. Clause 23 of the "Standard Terms and Conditions" shall be superceded by Clause
6.03.02 of the OPS General Conditions of Contract (September 1999) which requires a
$5,000,000.00 liability coverage.
. Clause 26 of the "Standard Terms and Conditions" shall be superceded by Clause 19,
"Workplace Hazardous Materials Information System (WHMIS)".
P\1 0824\specs\19026- Terms-MOC.Doc
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STANDARD TERMS AND CONDITIONS
1.
DEFINITIONS
Municipality - The Corporation of the Municipality of Clarington, its successors and assigns.
Bidder - The person, firm or corporation submitting a bid to the Municipality.
Company - The person, contractor, firm or corporation to whom the Municipality has awarded the
contract, it successors and assigns.
Contract - The purchase order authorizing the company to perform the work, purchase order
alterations, the document and addenda, the bid, and surety.
Subcontractor - A person, firm or corporation having a contract with the company for, or any part of,
the work.
Document - The document(s) issued by the Municipality in response to which bids are invited to
perform the work in accordance with the specifications contained in the document.
Bid - An offer by a Bidder in response to the document issued by the Municipality.
Work - All labour, materials, products, articles, fixtures, services, supplies, and acts required to be
done, fumished or performed by the company, which are subject to the Contract.
2.
SUBMISSION OF BID
Bid invitation shall be in accordance with the Municipality of Clarington Purchasing By-law #94-129
and will apply for the calling, receiving, and opening of bids. The Municipality will be responsible for
evaluating bids, awarding and administering the contract in accordance with the Purchasing By-law.
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.
The bid must be signed by a designated signing officer of the Bidder.
If a joint bid is submitted, it must be signed on behalf of each of the Bidders.
The bid must be legible, written in ink, or typewritten. Any form of erasure, strikeout or over-writing
must be initialled by the Bidder's authorized signing officer.
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 return the document or invitation may result in the removal of the Bidder from the
Municipality's bidder's list.
A bid received after the closing date and time will not be considered and will be returned, unopened.
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.
3.
CONTRACT
The contract consists of the documents aforementioned.
7.
PRICING
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The contract and portions thereof take precedence in the order in which they are named above,
notwithstanding the chronological order in which they are issued or executed.
The intent of the contract is that the Company shall supply work which is fit and suitable for the
Municipality's intended use and complete for a particular purpose.
None of the conditions contained in the Bidder's standard or general 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 therefor.
Work shall be subject to 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 of the contract.
Prices shall be in Canadian Funds, quoted separately for each item stipulated, F.O.B. destination.
Prices shall be firm for the duration of the contract.
Prices bid must include all incidental costs and the Company shall be deemed to be satisfied as to
the full requirements of the bid. No claims for extra work will be entertained and any additional work
must be authorized in writing prior to commencement. Should the Company require more
information or clarification on any point, it must be obtained prior to the submission of the bid.
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8.
Payment shall be full compensation for all costs related to the work, including operating and
overhead costs to provide work to the satisfaction of the Municipality.
All prices quoted shall include applicable customs duty, excise tax, freight, insurance, and all other
charges of every kind attributable to the work. Goods and Services Tax and Provincial Sales Tax
shall be extra and not shown, unless otherwise specified herein.
If the Bidder intends to manufacture or fabricate any part of the work outside of Canada, it shall
arrange its shipping procedures so that its agent or representative in Canada is the importer of
record for customs purposes.
Should any additional tax, duty or any variation in any tax or duty be imposed by the Government of
Canada or the Province of Ontario become directly applicable to work specified in this document
subsequent to its submission by the Bidder and before the delivery of the work covered thereby
pursuant to a purchase order issued by the Municipality appropriate increase or decrease in the
price of work shall be made to compensate for such changes as of the effective date thereof.
TERMS OF PAYMENT
Where required by the Construction Lien Act appropriate monies may be held back until 60 days
after the completion of the work.
Payments made hereunder, including final payment shall not relieve the company from its obligations
or liabilities under the contract.
Acceptance by the company of the final payment shall constitute a waiver of claims by the company
against the Municipality, except those previously made in writing in accordance with the contract and
still unsettled.
The Municipality shall have the right to withhold from any sum otherwise payable to the company
such amount as may be sufficient to remedy any defect or deficiency in the work, pending correction
of it.
Payment may be made 30 days after delivery pursuant to the Bidder submitting an invoice, contract
requirements being completed and work being deemed satisfactory.
9.
PATENTS AND COPYRIGHTS
The company shall, at its expense, defend all claims, actions or proceedings against the Municipality
based on any allegations that the work or any part of the work constitutes an infringement of any
patent, copyright or other proprietary right, and shall pay to the Municipality all costs, damages,
charges and expenses, including its lawyers' fees on a solicitor and his own client basis occasioned
to the Municipality by reason thereof.
The company shall pay all royalties and patent license fees required for the work.
If the work or any part thereof is in any action or proceeding held to constitute an infringement, the
company shall forthwith either secure for the 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.
11.
EQUIVALENCY
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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 REQUIRED OF THE COMPANY
The Municipality is entitled to request of the Company to furnish reasonable evidence that financial
arrangements have been made to fulfill the 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.
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 acceptance of contract by the Municipality to
the extent described in the notice of award.
17.
DEFAULT BY COMPANY
a. If the company: commits any act of bankruptcy; or 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.
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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;
iii) recover from the company loss, damage and expense incurred by the Municipality
by reason of the company's default (which may be deducted from any monies due
or becoming due to the company, any balance to be paid by the company to the
Municipality).
18.
CONTRACT CANCELLATION
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.
19.
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 .
20.
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 bidder's expense, upon request, provided they have not been destroyed
by tests, or are not required for comparison purposes.
The acceptance of samples by the Municipality shall be at its sole discretion and any such
acceptance shall in no way be construed to imply relief of the company from its obligations under the
contract.
Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where
applicable.
21.
SURETY
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The successful tenderer shall, if the Municipality in its absolute discretion so desires, be required to
satisfy surety requirements by providing a deposit in the form of a certified cheque, bank draft or
money order or other form of surety, in an amount determined by the Municipality. This surety may
be held by the Municipality until 60 days after the day on which all work covered by the contract has
been completed and accepted. The surety may be 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 Workers'
Compensation Board has been received.
The company shall, if the Municipality in its absolute discretion so desires, be required to satisfy
fidelity bonding requirements by providing such bonding in an amount and form determined by the
Municipality.
Failure to 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.
22.
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
23.
INSURANCE
The company shall maintain and pay for Comprehensive General Liability insurance including
premises and all operations. This insurance coverage shall be subject to limits of not less than
$2,000,000.00 inclusive per occurrence for third party Bodily Injury and Property Damage or such
other coverage or amount as may be requested.
The policy shall include the Municipality as an additional 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.
24.
LIABILITY
The company agrees to defend, fully indemnify and save harmless the Municipality from all actions,
suits, claims, demands, losses, costs, charges and expenses whatsoever for all damage or injury
including death to any person and all damage to any property which may arise directly or indirectly
by reason of a requirement of the contract, save and except for damage caused by the negligence of
the Municipality or its employees.
The Company agrees to defend, fully indemnify and save harmless the Municipality from any and all
charges, fines, penalties and costs that may be incurred or paid by the Municipality if the Municipality
or any of its employees shall be made a party to any charge under the Occupational Health and
Safety Act in relation to any violation of the Act arising out of this contract.
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25.
26.
27.
28.
VISITING THE SITE
The Company shall carefully examine the site and existing building and services affecting the proper
execution of the work, and obtain a clear and comprehensive knowledge of the existing conditions.
No claim for extra payment will be allowed for work or difficulties encountered due to conditions of
the site which were visible or reasonably inferable, prior to the date of submission of Tenders.
Bidders shall accept sole responsibility for any error or neglect on their part in this respect.
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.
The Company shall be aware of and conform to all goveming regulations including those established
by the Municipality relating to employee health and safety. The Company shall keep employees and
subcontractors informed of such regulations.
The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied
Hazardous Materials.
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.
SUSPENSION OF WORK
The Municipality may. without invalidating the contract, suspend performance by the company from
time to time of any part or all of the work for such reasonable period of time as the Municipality may
determine.
The resumption and completion of work after the suspension shall be governed by the schedule
established by the Municipality.
29.
CHANGES IN THE WORK
The Municipality may, without invalidating the contract. direct the Company to make changes to the
work. When a change causes an increase or decrease in the work. the contract price 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 .
30.
CONFLICT OF INTEREST
No employee or member of Council of the Municipality shall sell goods or services to the Municipality
in accordance with the Municipality of Clarington Policy or have a direct or indirect interest in a
Company or own a Company which sells goods or services to the Municipality.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2002-3
INSTRUCTIONS TO TENDERERS
P\10824\Specs\19015-fT.doc
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INDEX
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2002-3
SUBJECT
PAGE
GENERAL...................................................................................................................... .1
BLANK FORM OF TENDER...............................................................................................1
TENDER DEPOSITS.... ....... . . . ... . ....... .......... ............ .. ................. . . . . . ... .. . ............ . . ....... ........1
BONDS......................................................................................................................... ..2
RIGHT TO ACCEPT OR RFJECT TENDERS..........................................................................2
UNACCEPTABLE TENDERS ....................................................................................... .......2
ABILITY AND EXPERIENCE OF TENDERER........................................................................2
PROVINCIAL SALES TAX ..... .............................. ..............................................................2
GOODS AND SERVICES TAX (GST) ...................................................................................3
EXECUTE CONTRACT DOCUMENTS...... ............ ........... ........ ..................... .................... ...3
COMMENCEMENT OF WORK.............................................................................. ..............3
LOCATION.............................. ........................................................................................3
SOILS INFORMATION AND CROSS-SECTIONS............................................ .........................3
TENDERERS TO INVESTIGATE..........................................................................................4
INQUIRIES DURING TENDERING.......................................................................................4
AWARD OF THE CONTRACT............................................................................................4
DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACTADMINISTRATOR.............4
ADDENDA..................................................................................................................... .4
UTILITIES...................................................................................................................... .5
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PAGE ONE
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2002-3
1.
GENERAL
SEALED Tenders plainly marked "Contract No. CL2002-3 " will be received until:
2:00:00, LOCAL TIME, MONDAY, APRIL 8,2002
and shall be addressed to:
Mrs. Patti Barrie, Clerk
Corporation of the Municipality of Clarington
40 Temperance Street
BOWMANVILLE, Ontario. LIC 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
defmed below, made payable to the Authority, as a guarantee for the execution of the Contract.
$ 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.
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2002-3
4.
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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: Ron
Albright, P.Eng. or Roy Kempton, P.Eng.
16. AWARD OF THE CONTRACT
The award of this Contract is subject to the approval of the Regional Municipality of Durham.
17. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACT
ADMINISTRATOR
Wherever the word "Owner" or "Authority" or "Corporation" appears in this Contract, it shall
be interpreted as meaning the "Corporation of the Municipality of Clarington".
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 Clarington".
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. CL2002-3
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:
Veridian Hydro
Mr. Peter Petriw, P. Eng.
Tel: 888-420-0070
Ext. 3252
Enbridge/Consumers Gas
Mr. Frank Cholewa
Tel: 800-361-0621
Ext. 2672
Bell Canada
Mr. Mark Clarey
Tel: 905-433-3632
Cable TV
Ms. Cindy Ward
Tel: 905-436-4138
The Contractor shall note the following with respect to utilities:
. Overhead Bell plant shall be relocated on Concession Street to 0.3 m off the back edge of
the proposed sidewalk and buried by others.
. The existing hydro pole line on Elgin Street will be adjusted by Veridian to avoid conflict
with proposed curb.
. Enbridge/Consumers Gas will adjust all valves on site and must be given adequate notice
before works are carried out which are impacted by gas valve locations.
. The Contractor shall note the presence of fibre optic cable in Elgin Street and Concession
Street.
. A 150 mm dia. gas main exists for the length of Concession Street reconstruction.
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INDEX
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2002-3
CLAUSE
SUBJECT
PAGE
1. PLAN QUANTITY ITEMS ....................................................................................1
2. GUARANTEED MAINTENANCE........................................................................... 1
3. CONTRACT TIME AND LIQUIDATED DAMAGES ...................................................1
4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE..... .............. .............................2
5. OPS GENERAL CONDITIONS............................................................................... 3
6. LAyOUT........................................................................................................... 3
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. ............... ................ .......... ....................................6
15. EMERGENCY AND MAINTENANCE MEASURES ................................................... 7
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. TRAFFIC AND STREET SIGNS........................................................................... 10
22. GARBAGE COLLECTION ................................... ............................................... 10
23. ASPHALT MIX DESIGNS.... ................................... ............ ..... ........................... 10
24. REVIEW OF SHOPIWORKING DRAWINGS.................. ...... ....................... ............ 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
31. GENERAL LIABILITY INSURANCE.................................................................... 13
32. CONSTRUCTION LIEN ACT .............................................................................. 14
33. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE
CONTRACTOR ..................................................................... ........................... 15
34. SCHEDULE (C) - CONTRACTOR SAFETY - POLICY AND PROCEDURE
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PAGE ONE
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
1. PLAN QUANTITY ITEMS
Measurement for payment of the items designated (P) in the itemized bid is by plan quantity, as
may be revised by adjusted plan quantity.
2. GUARANTEED MAINTENANCE
Section GC7 .15.02 of the General Conditions is revised in that the Contractor shall guarantee and
maintain the entire work called for under this Contract for a period of twenty-four (24) months.
The Contractor shall make good in a permanent manner, satisfactory to the Authority, any and all
defects or deficiencies in the work, both during the construction and during the period of
maintenance as aforesaid. The Contractor shall commence repairs on any work identified as
defective under this clause within 48 hours of receipt of notice from the Authority or the Contract
Administrator.
The decision of the Authority and the Contract Administrator shall be final as to the necessity for
repairs or for any work to be done under this Section.
3. CONTRACT TIME AND LIQUIDATED DAMAGES
(1) Time
Time shall be the essence of this contract.
For purposes of this Contract, GCl.04 of the General Conditions is revised, in that Contract
Time means the time stipulated herein for Completion of the Work as defmed in Clause
GC1.06.
(2) Progress of the Work and Contract Time
The charging of working days shall commence on Monday, May 6, 2002 and the
Contractor shall diligently prosecute the work on this contract to completion on or before the
expiration of 120 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 of the contract to the extent deemed necessary by the Contractor to insure
that the work will be completed within the contract time specified. Any additional costs
occasioned by compliance with these provisions will be considered to be included in the
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
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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.
(3) Working Day
Working Day as defined in GC 1.04 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 f1le 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 of the work in
excess of the 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.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
3.
5. OPS GENERAL CONDITIONS
Wherever in this Contract reference is made to the General Conditions, it shall be interpreted as
meaning the OPS General Conditions of Contract, September 1999.
6. LAYOUT
Section GC7.02, Layout, is hereby revised by the deletion of Parts 03), 04), 05), and 06), and by
the addition of the following:
The Contract Administrator shall lay out and establish the primary alignment and grade controls
necessary for construction. The Contractor shall provide the Contract Administrator with
sufficient advance notice of his requirements to permit appropriate scheduling of the layout work.
The layout performed by the Contract Administrator shall be sufficient to permit construction of
the work by the Contractor in compliance with the Contract Documents, but shall not relieve the
Contractor of his responsibility for the provision of qualified personnel and normal tools of the
trade, as necessary for the transfer or setting of the secondary lines and grades from the primary
controls provided. Tools of the trade are interpreted to include but not necessarily be limited to
hand and line levels, boning rods, tape measures, lasers, etc.
7. RESTRICTIONS ON OPEN BURNING
Open fires will not be permitted within the limits of this Contract. Brush and debris may as an
alternative to burning, be disposed of outside the Contract Limits and in compliance with the
requirements specified elsewhere for Management and Disposal of Excess Material.
8. PAYMENTS
Except as herein provided, payments under this Contract will be made in accordance with Section
GC8.02.03 of the General Conditions.
Notwithstanding the provisions of the General Conditions respecting certification and payment,
the Authority may withhold 2% percent of the total value of work performed beyond the
expiration of 46 days from the date of publication of the Certificate of Substantial Performance, to
enable the Contract Administrator to produce the final detailed statement of the value of all work
done and material furnished under the Contract. As a condition of holdback reduction from 10%
to 2-1/2%, the Contractor shall supply a Statutory Declaration as defined in GC8.02.03.07 03)(b)
and advertise the Certificate of Substantial Performance per GC8.02.03.04(03).
The Completion Payment Certificate to include statutory holdback release, will be issued within
120 days after the date for completion as specified under GC1.06. The date for interest due to
late payment shall commence following 180 days after the date of completion of the work.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
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As a condition of the final holdback payment, the Contractor shall provide the required Property
Owner's Releases as specified elsewhere, as appropriate.
The Contractor shall include in his price for the publication of the Certificate of Substantial
Performance. Publication is mandatory whether Contractor requests Substantial Performance or
not.
The Contractor is advised that the Authority may withhold payment on Interim and Holdback
Release Certificates up to 30 calendar days from the date of receipt of the executed Payment
Certificates.
9. UTILITIES
Sections GC2.01 and GC7 .1202) 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 of the work required under Section GC7.06 of the General Conditions, the Contractor
shall take such steps as may be required to prevent dust nuisance resulting from his operations
either within the right-of-way or elsewhere or by public traffic where it is the Contractor's
responsibility to maintain a roadway through the work.
Where the work requires the sawing of asphalt or the sawing or grinding of concrete, blades and
grinders of the wet type shall be used together with sufficient water to prevent the incidence of
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
5.
dust, wherever dust would affect traffic or wherever dust would be a nuisance to residents of the
area where the work is being carried out.
The cost of all such preventative measures shall be borne by the Contractor except however
where water or calcium chloride is used to reduce the dust caused by traffic on a roadway which
it is the Contractor's responsibility to maintain for public traffic, the cost of such quantities of
water and calcium chloride as are authorized by the Contract Administrator to restrict dust to
acceptable levels, shall be paid for by the Authority at the contract prices for Application of
Water or Application of Calcium Chloride.
12. TRAFFIC CONTROL, FLAGGING
Flagging for traffic control on this Contract shall be in conformance with the procedure outlined
in the pamphlet entitled "Correct Methods for Traffic Control" issued by the Construction Safety
Associations of Ontario. Copies of this pamphlet may be obtained by request from the Ministry
of Transportation's District Office.
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 "Manual of
Uniform Traffic Control Devices", Division 5. As a minimum requirement and without restricting
the Contract Administrator or the Authority in requiring further controls, the following signs shall
be supplied:
TC-l
TC-3L
TC-3R
TC-3tL
TC-3tR
TC-41A
TC-41B
CONSTRUCTION
LANE CLOSED AHEAD
LANE CLOSED AHEAD
LEFT LANE CLOSED
RIGHT LANE CLOSED
CONSTRUCTION ZONE BEGINS
CONSTRUCTION ZONE ENDS
10
4
4
4
4
10
10
Traffic controls shall be operational before work affecting traffic begins.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
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14. MAINTENANCE OF TRAFFIC
The following traffic maintenance arrangements shall be in effect during work on this Contract.
Concession Street and Elgin Street may be closed to traffic during the working day. Intersections
shall remain open to local traffic.
Pedestrian traffic shall be maintained at all times. Where existing sidewalk is removed a
temporary walkway in Granular 'A' shall be provided as directed and the material used shall be
paid for under the Items appropriate to such work. The Contract Administrator may require the
use of protective barriers, sidewalk diversion or other controls to provide for pedestrian safety.
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 work operations at the end of each
working day. The Contract Administrator shall review road closures with the Contractor to
ensure that roadways are reopened to traffic at the earliest opportunity.
It is understood that implementation of traffic controls will require ongoing review and adjustment
to suit construction operations.
No deviation from the above procedure will be allowed except with the approval of the Engineer.
otwithstanding the preceding, the Contractor shall at all times maintain the roadway surface
within the contract limits in a condition satisfactory to the Engineer and such that any emergency
vehicles may have immediate access to any building located within the limits of this Contract.
The Contractor shall be responsible for all signing at the contract limits and within the contract
limits. The Contractor shall ensure the signing is properly maintained while in use. It shall be
the Contractor's responsibility to directly notify Police, Fire, Hospital and Ambulance services of
road closures at least 24 hours in advance of such closures and to notify these same authorities
when such closures are no longer in effect.
It is the Contractor's responsibility to 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.
The Contractor shall be responsible for all detour signing outside the contract limits.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
7.
15. EMERGENCY AND MAINTENANCE MEASURES
Whenever the construction site is unattended by the general superintendent, the name, address and
telephone number of a responsible official of the contracting firm, shall be given to the Contract
Administrator. This official shall be available at all times and have the necessary authority to
mobilize workmen and machinery and to take any action as directed by the Contract
Administrator in case emergency or maintenance measures are required regardless whether the
emergency or requirement for maintenance was caused by the Contractor's negligence, act of
God, or any cause whatsoever.
Should the Contractor be unable to carry out immediate remedial measures required, the
Authority will carry out the necessary repairs, the costs for which shall be charged to the
Contractor.
16. ENGINEERING FIELD OFFICE
The Contractor, shall, at no additional expense to the Authority, supply an office for the exclusive
use of the Contract Administrator. This office shall be located as directed by the Engineer, but in
no case shall be more than one kilometre from the Contract limit.
The Contract Administrator's office shall have a minimum of 17 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.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
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17. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL
The requirements of OPSS 180 shall apply to this Contract, revised as follows:
.1 Section 180.03, Definitions, shall be amended by the addition of the following:
Work area: means the road allowance, right-of-way, and property with a boundary common
to the road allowance or right-of-way within the Contract limits.
.2 Subsection 180.07.02, Conditions on Management by Re-Use, shall be amended by the
addition of the following:
Recycled hot mix asphalt or excess bituminous pavement shall not be used as trench backfill
or bedding.
The Contractor shall be responsible for obtaining a copy of applicable Form Nos. OPSF 1800,
OPSF 1801, 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 18a(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.
Acrylonitrile
Arsenic
Asbestos
Benzene
Coke Oven Emissions
Ethylene Oxide
Isocynates
Lead
Mercury
Silica
Vinyl Chloride
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
9.
It is the responsibility of the Contractor to ensure that all sub-contractors performing work under
this Contract have received a copy of this specification, where Designated Substances are
identified as being present at the site of the work.
The Contractor shall comply with the governing Ministry of Labour Regulations respecting
protection of workers, removal, handling and disposition of the Designated Substances
encountered on this Contract.
Prior to commencement of this work, the Contractor shall provide written notification to the
Ministry of the Environment at 7 Overlea Boulevard, Toronto, Ontario, M4H 1A8 of the
location(s) proposed for disposal of Designated Substances. A copy of the notification shall be
provided to the Contract Administrator a minimum of two weeks in advance of work starting.
In the event that the Ministry of the Environment has concerns with any proposed disposal
location, further notification shall be provided until the Ministry of the Environment's concerns
have been addressed.
All costs associated with the removal and disposition of Designated Substances herein identified,
shall be deemed to be included in the appropriate tender items.
Should a Designated Substance not herein identified be encountered in the work, then
management of such substance shall be treated as Extra Work.
The requirements of Section GC4.03 of the General Conditions of the Contract shall apply.
19. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WIIMIS)
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 labelled.
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.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
10.
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All spills or discharges of liquid, other than accumulated rain water, from luminaires, internally
illuminated signs, lamps, and liquid type transformers under the control of the Contractor, and all
spills or discharges from this equipment that are a result of the Contractor's operations shall,
unless otherwise indicated in the Contract, be assumed to contain PCB's and shall forthwith be
reported to the Contract Administrator.
This reporting will not relieve the Contractor of his legislated responsibilities regarding such spills
or discharges.
21. TRAFFIC AND STREET SIGNS
The Contractor will be responsible for the removal and salvage of existing traffic and street signs,
and their delivery to the Authority's Works Department Yard, for re-erection by the Authority
following completion of the work.
Scheduling for sign removal shall be as approved in advance by the Contract Administrator.
Regulatory signs such as "Stop" and "Yield" must be maintained throughout.
22. GARBAGE COLLECTION
The Contractor will be responsible for ensuring that garbage collection, including recyclables, is
maintained and when necessary, the Contractor shall make arrangements directly with the
collecting agency, to permit and coordinate pick-up. Garbage pickup is handled by Canadian
Waste Services at 1-800-789-8886. Recyclable material is handled by Miller Waste Systems at
905-723-8588.
23. 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 necessa!)' mix designs prepared by a certified
laboratory. The mix designs proposed for use by the Contractor shall be submitted in writing to
the Contract Administrator for his approval and no work shall commence until the design mixes
are approved.
All costs associated with the provision of approved mix designs shall be borne by the Contractor.
Steel slag and blast furnace slag coarse and fme aggregates shall not be used in any hot mix
required by this Contract.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
11.
24. REVIEW OF SHOPIWORKING DRAWINGS
For the portions of the work to be done under this Contract where detail drawings are to be
supplied by the Contractor, six (6) copies of same, together with specifications, plus such
additional copies as the Contractor and his subcontractors may require, shall be submitted to the
Contract Administrator for review.
The Contractor or his Subcontractor shall check and initial all shop drawings before submission to
the Contract Administrator so as to intercept and correct any major errors or omissions. Shop
drawings will not be reviewed by the Contract Administrator unless they have been previously
checked by the Contractor.
The review by the Contract Administrator is for the sole purpose of ascertaining conformance
with the general design concept. This review shall not mean that the Contract Administrator
approves the detail design inherent in the shop drawings, responsibility for which shall remain
with the Contractor submitting same, and such review shall not relieve the Contractor of his
responsibility for errors or omissions in the shop drawings or of his responsibility for meeting all
requirements of the Contract Documents.
The Contractor is responsible for dimensions to be confirmed and correlated at the job site, for
information that pertains solely to fabrication processes or to techniques of construction and
installation and for coordination of the work of all subtrades.
Work which relates to the shop drawings shall not be carried out before the Contract
Administrator's review of the shop drawings is complete.
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-M1982 - Standards for Concrete Pipe
Section 1820.07, Production, ofOPSS 1820 is deleted and replaced by the following:
1820.07
Production
1820.07.01
General
SPECIAL PROVISIONS - GENERAL
CONfRACT NO. CL2002-3
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Production methods shall conform to the requirements of CSA A257.1 and CSA A257.2.
Pipe for use in sewers up to and including 900 mm designated internal diameter shall be pipe of
the size and class required, and shall conform to the 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.
1820.07.03 Marking
Marking shall conform to the requirements of CSA Standard A257.1M 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".
26. DELIVERY OF TEST SAMPLES
The Contractor shall include in his tender prices for the cost of delivery of concrete test cylinders
and asphalt samples to a designated testing laboratory.
For this contract the designated testing laboratory is located at 1 00 Scotia Court in Whitby.
27. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED
SPACES
Clause GC7.01.06 of the OPS General Conditions of Contract is amended by the addition of the
following:
Detailed written procedures addressing the confmed 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
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CONTRACT NO. CL2002-3
13.
use of the Contract Administrator, in connection with confined space entry while the Contractor
is operating on site.
The following equipment shall be made available on request:
.
Mechanical Ventilation Equipment
Gloves
Gas Detector (C95-80)
Full body harness securely attached to a rope
Rope
Gas mask or dust, mist or fume respirator (optional)
30 minute self-contained breathing apparatus (need not be worn but, if required, be readily
available to supply air for instant egress)
7 minute Escape Pack
Explosion-proof temporary lighting
Adequate clothing to ensure protection against abrasions and contamination.
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In addition the Contractor shall provide a competent person who shall inspect all safety equipment
prior to use to ensure that it is in good working order and appropriate for the task at hand.
29. ENTRY ONTO PRIVATE PROPERTY
The Contractor shall not enter private property or property which is to be acquired to construct
the works without the prior consent of the Contract Administrator. This requirement will be
strictly enforced.
30. STORAGE AREAS
Clause GC3.06.01 of the General Conditions of Contract is amended by the addition of the
following:
The use of the road right-of-way as a long term storage area is not allowed under this Contract.
The storage of materials and movement of equipment will only be allowed for normally accepted
construction practices.
31. GENERAL LIABILITY INSURANCE
The Regional Municipality of Durham shall be added as an additional insured.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2002-3
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32. CONSTRUCTION LffiN ACT
The Contractor shall give the Authority notice in writing, immediately, of all lien claims or
potential lien claims coming to the knowledge of the Contractor or his agents.
When a claim for lien is filed by a Subcontractor, labour or material supplier or equipment renter
acting under the Contractor, and proceedings are commenced by the Authority to vacate the lien,
the Contractor agrees and shall forthwith pay to the Authority, in addition to their reasonable
legal fees therefore, all interest costs and expenses incurred by the Authority and an additional
sum equal to ten percent (10%) of the sum found to be owing as liquidated damages, and such
remedy shall be in addition to any other remedy available to the Authority under the Contract
Documents.
Where any lien claimant asks from the Authority the production for inspection of the Contract
Documents or the state of the accounts between the Authority and the Contractor, the Contractor
shall be liable for an administration fee of Two Hundred Dollars ($200.00) for each request made
as compensation for the preparation of such accounting or for the preparation of the Contract, or
both, as the case may be, and the Contractor acknowledges that such administrative fee shall be
properly deductible, if the Authority should so choose, from monies otherwise payable to the
Contractor under the terms of the Contract Documents.
Where an application is brought to a judge of a competent jurisdiction to compel production of
any particular document to a lien claimant, the Contractor further agrees to indemnify the
Authority 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.
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15.
33. PROPERTY OWNER'S RELEASE OF PRIVATELY 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, Director of Engineering Services
Corporation of the Municipality of Clarington
Municipal Administration Centre, 40 Temperance Street
BOWMANVILLE, Ontario LlC 3A6
Re: Contract No. CL2002-3
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 Corporation of the Municipality of Clarington from further obligations.
Yours very truly,
Signature
Property Owner's Name........................... . Lot. ... ..Concession..........
Municipality of ........................................
(Please complete above in printing)
Pinal 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.
'CHEDULE (C)
rCTOR SAFETY
. OUCY AND PROCEDURE Continued...
HEALTH AND SAFETY PRACTICE FORM
10 Contractor(s):
The Municipality of Clarington is committed to a healthy and safe working environment for all workers. To
.sure the Municipal workplace is a healthy and safe working environment, contractors, constructors and
a.bcontractors 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.
I order to evaluate your company's health and safety experience, please provide the accidentlincident
and/or Workplace Safety and Insurance Board (WSIB) information noted below, where applicable.
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SCHEDULE -A.
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 perfonnance for the last two years
- This may be available from the contractor's trade association
"""".""..."..""."."""""""""""""""".."""""""""""""""""""."""""""""""""",,""""""""""""""""""""" "
Has the contractor received any Ministry of Labour wamings or orders in the last two years? (If the
answer is yes, please include the infraction).
Confinnation 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.)
LEOULE (C)
fNTRACTOR SAFETY
OLlCY AND PROCEDURE Continued...
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6.
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CONTRACTOR'S STATEMENT OF RESPONSIBILITY
As a contractor working for the Municipality of Clarington, l/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. lIwe 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 perfonn all matters required pursuant to this
contractltencler safely and In compliance with the Act.
2. In the pertonnance of all matters required pursuant to this contractltender, the
contractor/successful tenderer shaD,
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 pennit representatives of the Municipality and the
Health and Safety Committee on site at any time or times for the purpose of inspection to
detennine compliance with this contractorltender.
5. No act or omission by any representative of the Municipality shall be deemed to be an
assumption of any of the duties or obligations of the contractor/successful tenderer or any of Its
subcontractors under the Act.
The contractor/successful tenderer shall indemnify and save hannless 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
perfonnance of any matters required pursuant to this contractltender;
JHEDULE (C)
CONTRACTOR SAFETY
1
POUCY AND PROCEDURE Continued...
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b)
against any action or claim, and costs related thereto, brought against the Municipality
by any person arising out of any unsafe act or practice or any non-compliance with the
Act by the contractor/successful tenderer or any of its employees, its subcontractors or
their employees in the performance of any matter required pursuant to this
contractltender; and
c)
from any and all charges, fines, 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
contractltender.
:a..... ... ... ... ... ... ... ... ... ... ... ...... ... ... ... ... ...... ... ... ... ...... ... ... ... ... ...... ... ... ... ... ...... ... ... ....
.,tractor Name of Person Signing for Contractor
.I_.~..... ... ...... ...... ... ... ... ......... ... ... ... ... ...... ... ... ... ...... ... ...... ... ...... ...... ... ... ...... ...... ...
.-natUre of Contractor Date
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lHEDULE (C)
CONTRACTOR SAFETY
DATE & TIME OF INFRACTION:
ESCRIPTION OF INFRACTION INCLUDING LOCATION:
RDER GIVEN BY MUNICIPALITY:
10 THE CONTRACTOR COMPLY WITH THIS ORDER?
ATE & TIME OF COMPLIANCE:
CONTRACTOR'S EMPLOYEE
TITLE
MUNICIPAL EMPLOYEE, DEPARTMENT
TITLE
PART "C" -AOOmONAL COMMENTS
IS SECTION IS TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS
UBSEQUENT TO ISSUING THE WARNING/STOP WORK ORDER, I.E. DATE AND TIME
WORK RESUMED, FURTHER ACTION TAKEN, ETC.
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IHEDULE (C)
CONTRACTOR SAFETY
lUCY AND PROCEDURE Continued...
Schedule "B"
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CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER
Ie purpose of this fonn is to: (Issuer to check one of the following)
_ Provide warning to the contractor to immediately discontinue the unsafe work practice described below
I
Direct the contractor to immediately cease all work being perfonned under this contract due to the
unsafe work practice described below.
ILURE TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A BREACH OF
NTRACT.
IRT "A" - DETAILS OF CONTRACT
RIPTlON:
IRT "8" - DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER)
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2002-3
SPECIAL PROVISIONS - TENDER ITEMS
P/I0824/19017-SP- TLdoc
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PAGE ONE
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
SECTION 1 - ROADWORKS AND STORM SEWERS
SITE PREPARATION - ITEM NO.1
Under this Item and for the unit price bid the Contractor shall undertake the following work:
. Removal and disposal of guide posts and guiderail on Elgin Street and Concession Street
. Clearing and grubbing of trees as noted on the Contract Drawings
. Removal and disposal of chainlink fencing between Houses No. 29 and 39 (park maintenance
entrance)
. Tree protection as required
Tree Protection -
General ConstraintslRequirements
Trees to be retained shall be protected from the Contractor's operations by, but not restricted to, the
following:
No excavated soil, waste material, construction trailers, storage areas, construction materials of any
kind, chemical or washout water shall be stored or deposited where trees, not designated for removal,
are located.
Equipment or vehicles shall not be parked, repaired or refueled, construction materials shall not be
stored, and earth materials shall not be stockpiled within the drip line area of any tree not designated for
removal. Foot traffic around trees shall be kept to a minimum, particularly in rainy conditions when
soil is more susceptible to compaction.
Operation of equipment within the dripline of trees shall be kept to the minimum necessary to perform
work required. Excavation near the trunks of trees may have to be done by hand to minimize root
damage. Tree #s 11, 24, and 32 have been identified as requiring particularly careful construction
around root zones.
The existing grade around a tree shall not be raised or lowered.
No signs shall be attached to any tree.
Utmost care shall be taken at all times to avoid damage to roots, trunks, or branches of any tree.
Tree Repair Work
Repair work to trees not designated for removal shall be performed in accordance with approved
horticultural practice and as follows:
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
2.
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Bark that is damaged by the Contractor's operations shall be neatly trimmed back to uninjured bark
using clean, sharp tools, without causing further injury, within five calendar days of damage.
Branches that are broken or severed by the Contractor's operations shall promptly be cut flush, leaving
the branch collar undisturbed.
Roots that are severed shall immediately be cut squarely with clean, sharp tools to avoid larger
wounding sites where infection can develop. Exposed roots shall be backfilled immediately or covered
with wet burlap and kept moist to minimize drying.
EARTH EXCAVATION (Grading) - Item No.2
Payment under this Item shall include for the following work:
. Removal and disposal of asphalt from entrances
. Removal and disposal of asphalt curb
. Construction of swale outletting to Structures No. 40, 41, 4246 and 47
. Excavation for sidewalks
. Protection of utilities, markers and trees
. Proof rolling of subgrade
. Placing and compacting of approximately 75 m3 of engineering fill opposite House No. 53 Elgin
Street
The Contractor is advised that no volume has been deducted from the earth volume for concrete road
base.
HOT MIX, H.L.-4, H.L.-3A AND H.L.-3 - ITEMS NO.3, 4 AND 5
Asphalt shall be penetration grade 85/100. No surface asphalt shall be laid on this Contract except on
sidestreets where indicated.
Entrances shall be restored as follows:
. Existing paved entrance with or without sidewalk.
Private entrance restored with 50 mm H.L.-3A to match existing.
. Existing gravel entrance without sidewalk.
Private entrance restored with 50 mm H.L.-3A to a point 2 m from back of curb.
. Existing gravel entrance with sidewalk.
Private entrance restored with 50 mm H.L.-3A to front of sidewalk.
Payment under Item No.3 shall include for the following:
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
3.
. Forming temporary curbs at catch basin / catch basin maintenance hole locations for a length of
approximately 2 metres.
. Temporary ramping at limits of construction on all streets and at brick paver locations..
. Construction of 300 mm x 40 mm stepped joint at limits of full construction on all streets.
. Construction of asphalt curb and gutter transition to match existing on Beech Avenue.
. Construction of asphalt gutter on Horsey Street.
Payment shall be made under Item No.5 for placing surface course asphalt between edge of crossovers
and limits of full reconstruction on sidestreets except for Elgin Street (where asphalt ramping shall be
constructed at crossovers) and Horsey Street.
GRANULAR' A' AND GRANULAR '8', TYPE 1 - ITEMS NO.5 AND 6
Payment shall be made under these Items for the supply and placing of Granular 'A' in entrances and as
foundation to concrete sidewalk, interlocking brick pavers in walkways, sidewalks and driveways and
for supply and placing of Granular 'B' Type 1 as backfill to subdrains. Private entrances shall be
constructed with 200 mm or Granular 'A', sidewalk foundation shall be 100 mm of Granular 'A'.
Foundations to brick pavers shall be to depths indicated on the standard drawings.
Provision of temporary walkways, where directed, shall be constructed and paid for under Item No.5.
CONCRETE IN SIDEWALK - ITEM NO.7
Where new sidewalk abuts or 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.
Contractor shall note the revised Ontario Provincial Standard Drawings.
Section 351.07.01 of OPS 351 is amended in that Granular' A' for sidewalk foundation shall be paid
for under Item No.5. Payment for restoration of concrete in private walkways and in private entrances
shall be made under this Item.
The unit price bid shall also include for reinstatement of salvaged heritage sidewalk at House No. 26
and House No. 65 (if so directed by the Contract Administrator).
The unit price bid shall also include for the "stamping" of sidewalks with a concrete embossing stamp
supplied by the local residents group at locations as directed by the Contract Administrator. It is
anticipated that there will be approximately 12 to 16 locations.
Payment shall also be made under this Item for the construction of concrete steps at locations as noted
on drawing or as directed by Contract Administrator. Steps shall be constructed in concrete to match
existing walkway width. Steps shall be measured by sum of rise plus tread times width of walkway.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
4.
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INTERLOCKING BRICK PAVERS - ITEMS NO.9 -11
Payment shall be made under these Items at the unit prices bid for the following work:
. Supply and placing of natural grey brick pavers in running bond pattern with a single soldier
course (on both sides) in sidewalk, including the supply, placing and compacting of bedding
sand. Granular 'A' base shall be paid for under Item No.5. Depth of granular base shall be
reduced in areas where tree roots are encountered.
. Relaying brick pavers, salvaged under Item No. 27, in private walkways and entrances to
match existing pattern, including the supply, placing and compacting of bedding sand.
Granular 'A' base as required shall be paid for under Item No.5.
. Supply and placing of rustic red brick pavers in roadways transverse to traffic flow including
the supply, placing and compacting of bedding sand. Granular 'A' and Granular 'B' Type 1
required for base and subbase shall be paid under Items No.5 and 6 respectively.
Salvaged bricks shall be re-Iaid in walkways as shown on the Contract Drawings or as directed by the
Contract Administrator.
Bricks for roadway use shall be Uni-Optilock as supplied by Unilock Limited.
The unit price bid shall include for cutting of pavers to fit existing features, valves, etc., and for the
installation of steps on private walkways where indicated on the drawings or as directed by Contract
Administrator.
Brick pavers for use in roadways shall be 80 mm thick and 60 mm thick in non-vehicular use areas.
The Contractor shall provide a sample of the Uni-Optilock pavers to the Contract Administrator for
approval. Installation of the Uni-Optilock pavers shall be as per manufacturer's instructions unless
noted otherwise.
CONCRETE CROSSOVERS - ITEM NO. 12
Payment shall be made under this Item for the supply of labour and materials to construct concrete
crossovers at locations identified on the drawings.
Concrete shall be 30 MPa and joints shall be spaced at 1.5 metre intervals.
Welded Wire Mesh shall also be provided at the bottom of the crossovers with a minimum cover of
25mm.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
5.
Finishing and texturing of surface shall be carried out in accordance with OPSS 350, Sections
350.07.03.02 and 350.07.03.03 and in accordance with OPSD 310.060.
CONCRETE CURB AND GUTTER (ALL TYPES) - ITEM NO. 13
A 2 metre length of curb and gutter shall be omitted at each catch basin and catch basin/maintenance
hole. Where sidewalk abuts curb, a 50 mm wide key shall be constructed at the back of the curb in
accordance with the standard. The unit price bid shall include for sawcutting existing concrete curb at
point of connecting to new curb. Subsection 353.07.06 of OPSS 353 is amended in that traverse
jointing of curb and gutter shall be at a maximum spacing of 4.0 m.
Payment shall also be made under this Item for construction of curb at private entrances in concrete or
wood to match existing including supply of all materials.
Subsection 353.05.01 of OPSS 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.
150 mm DIA. PIPE SUBDRAINS - ITEM NO. 14
The Contractor shall supply and place perforated corrugated polyethylene pipe complete with geotextile
sock and 2 m of non-perforated pipe at outlet locations. No subdrain pipe shall be installed in areas
where storm sewer is constructed with granular backfill close to curb line.
Backfill to subdrains shall be Granular 'B' Type 1 material supplied and placed under Item No.7.
The unit price bid for this Item shall also include for the supply and placement of 20 m of perforated
CSP subdrain with geotextile sock from 10+ 171 Rt. to 10+ 191 Rt.
STORM SEWERS - ITEMS NO. 15 - 18
Under these Items and for the unit prices bid, the Contractor shall supply all materials including pipe of
the required type, size and class, other fittings, sand material for cover and crusher run limestone for
bedding in accordance with the standards. Backfill shall be granular material as specified in the
Itemized Bid.
Pipe materials shall be concrete for trunk sewers throughout the project. PVC SDR 28 will be used for
retaining wall subdrain outlet. PVC SDR35 may be used for catch basin leads with the approval of the
Owner. The Contractor shall note the requirement for risers at some catch basin connection locations.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
6.
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Where existing storm sewers are encountered in trenching operations for the installation of new storm
sewer, the removal and disposal of the existing sewer shall be deemed to be included in the unit prices
bid under these Items and no separate payment will be made. Storm sewer installation on Beech Avenue
shall include for plugging new sewers for future extension where shown.
Subsurface installation shall be used for storm sewers in conflict with major tree roots as directed by
the Contract Administrator. Subsurface installation costs will be paid for under Item Nos. 40 a) or b)
should it be required and will be extra over the unit price bid for Item Nos. 16-18.
Soils report results support a classification of Type 3 for soils for the purposes of selecting Class 'B'
bedding for concrete pipe.
The removal and disposal of existing watermain where encountered in the storm sewer trench and
plugging of ends of watermain pipe to be left in place will be deemed to be included in the unit prices
bid for work under these Items.
CATCHBASINS, DITCH INLETS AND MAINTENANCE HOLES - ITEMS NO. 19-22
The unit prices bid under these Items shall include for placing of Granular 'B' Type 1 material to a
lower limit of 300 mm below the floor slab and all around the structure. A 100 mm dia. drainage
opening shall be provided in the base of each new maintenance hole and catch basin. Filter fabric
TerraflX Type 270R or equal 600 mm x 600 mm in size shall be placed at drainage openings.
All catch basins and maintenance holes shall be fitted with sumps. Catch basin frames and grates and
maintenance hole frames and covers shall be constructed to the level of base course asphalt or to final
grade in areas of brick pavers at intersections, calming areas, etc.
Construction of Catch basin No. 49 is subject to boulevard grading and may be deleted at the discretion
of the Contract Administrator. Maintenance Hole No. 15 is to be constructed on top of the existing
storm sewer and will involve cutting and removal of the existing pipe.
ADJUST AND REBUILD MAINTENANCE HOLES AND CATCHBASINS -
ITEMS NO. 24 AND 25
Maintenance Holes No.8 and 14 are to be adjusted and Maintenance Hole S-6 and Catch basin No. 50
are to be rebuilt.
Should there be adequate adjustment units on the structures noted as "rebuild" to allow for adjustment
the work will be paid for under the unit price bid for adjustment.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
7.
SA WCUTTING OF ASPHALT - ITEM NO. 28
Payment shall be made under this Item for sawcutting of all road and entrance asphalt, entrance
concrete or concrete road base at limits of construction and in trenching operations where directed.
The unit prices bid shall be deemed to cover all costs associated with sawcutting of asphalt or concrete
regardless of depth.
REMOVAL OF SInEW ALK - ITEM NO. 29
Payment shall be made under this Item for the removal and disposal off site of all rubble from concrete
and asphalt capped concrete sidewalk removal.
The following work shall also be measured and paid for under this item:
. Removal and salvage of interlocking brick pavers in private walkways and entrances and storing
on each property for reuse.
. Removal and disposal of rubble from private concrete walkways and entrances including steps.
. Removal and salvage of "heritage" sidewalk at Houses No. 26 and 65. Asphalt shall be carefully
removed from sidewalk at House No. 65 and the Contract Administrator will advise the Contractor
on the merits of salvaging this sidewalk.
. Removal and disposal of concrete steps opposite Duplexes No. 53 and 55 on Elgin Street at the
CPR bridge, including sawcutting at the bridge deck.
. Removal and salvage of brick pavers at House No. 29, Concession Street. Bricks shall be stored
on the property at the discretion of the Owner.
REMOVAL OF CURB AND GUTTER - ITEM NO. 30
Concrete rubble resulting from curb and gutter removal shall be disposed of off the site of the works to
a location arranged for by the Contractor.
Payment under this Item shall be made for the following work:
. Removal and disposal of concrete curb at Houses No. 13,26,39,63 and 90 Concession street and
No. 23 Elgin Street.
. Removal and disposal of wooden curb at Houses No. 18,34 and 104 Concession street and No. 50
Elgin Street. The Contractor shall check with respective homeowners regarding salvage of
wooden curb and its reuse.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
8.
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REMOVAL OF NON-REINFORCED CONCRETE BASE - ITEM NO. 31 (Provisional)
Concrete base is directly overlain with asphalt and has been identified only on Beech Avenue. An
average base width of 6.0 m can be assumed.
All rubble resulting from base removal shall be disposed of off the site at a location arranged for by the
Contractor.
REMOVAL OF CULVERTS AND SEWERS - ITEM NO. 32
Backfill to excavations resulting from storm sewer removal shall be selected native material.
Where storm sewers are designated for removal, the Contractor shall maintain connections to the
existing sewer for hookup to the new storm sewer. All storm sewers within the limits of construction
shall be removed and where sewers are encountered which are not shown on the drawings, these sewers
shall be followed to ensure that all pipe is removed within the road right-of-way.
REMOVAL OF MAINTENANCE HOLES, CATCHBASINS AND DITCH INLETS -
ITEM NO. 33
All rubble and other materials resulting from removal of structures shall be disposed of off the site of
the works.
BackfIll to voids left by structure removal shall consist of select native material.
SIENA STONE RETAINING WALLS - ITEM NO. 34
Retaining wall shall be built in Siena stone as supplied by UNILOCK in standard 500 units and 925
units with coping units. Height of retaining wall on Elgin Street varies from 1.665 mat Sta. 1 +307 to
3.33 mat Sta. 1 +337.60 and on Concession Street from 0.75 m to 0.95 m.
The unit price bid shall include:
· Excavation for wall and base and disposal of excess material off site.
· Supply, placing and compacting Granular 'B' base.
· Supply wall and coping units and construct retaining wall. Concrete adhesive shall be used to
securely fasten coping to the top course of the wall.
· Supply pipe and install 150 mm dia. perforated pipe with geotextile as subdrain to backfill and
connect to 150 mm dia. PVC outlet pipe.
· Supply and place geotextile fIlter against retained soil.
· Supply and placement of 1.6 m and 1.2 m GeoGrid tiebacks along the length of the Concession
Street retaining wall.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
9.
. Supply and place Granular 'A' backfill.
. Grade areas around wall to match existing condition.
. Sawcut existing concrete retaining wall as noted on Contract Drawings on Elgin Street and
dispose of debris off site.
Topsoil and sodding of disturbed areas shall be paid for under the respective item for such work.
PEDESTRIAN HANDRAIL - ITEM NO. 35
Under this Item and for the lump sum bid the Contractor shall supply all labour and materials to install
handrail on the retaining wall constructed under Item No. 34. The galvanized handrail supports shall
be core drilled to a minimum depth of 600 mm and secured with non-shrink cement grout. Length of
panels shall be adjusted to suit the wall construction. Slope of handrail shall be to grades indicated on
Drawing No. 18.
TOPSOIL (IMPORTED) AND SOD (NURSERY) - ITEM NO. 36
Screened topsoil shall be placed to a minimum depth of 100 mm in disturbed grass areas. It is not
anticipated that there will be any suitable topsoil available from stripping operations.
Sub-section 570.05.01 of OPSS 570, August 1990 is amended by the addition of the following:
The topsoil shall be tested to ensure there are no deficiencies with respect to fertility levels. The soil
shall consist of a minimum 4 % organic matter. The phosphorous level shall be 30 ppm :t 2 ppm.
The potassium level shall be 235 ppm :t 30 ppm. The soil shall have a base saturation of calcium of
75%, :t10%. 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 soil shall be treated with the required
amendments as recommended by the topsoil analysis report.
ABANDONED PIPE PLUGS AND MAINTENANCE HOLE PLUGS - ITEM NO. 37
Payment shall be made under this Item for the plugging of ends of storm sewer pipe which is to be
abandoned and for plugging openings in Maintenance Hole No.8 left by pipe removal. Plugs shall be
in 20 MPa concrete and a minimum of 300 mm in length in pipe.
SUPPLY AND PLACE GEOTEXTILE OR GEOGRID - ITEM NOS. 38 a) and b) (Provisional)
Payment shall be made under these Items for the supply and placing of either Terratrack 200 W woven
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
10.
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geotextile or GeoGrid BXI200 or approved equivalents at subgrade level where directed by the
Contract Administrator.
No work shall be undertaken under this Item without the prior approval of the Contract Administrator.
MISCELLANEOUS LANDSCAPING - ITEM NO. 39
Payment shall be made under this Item for miscellaneous work on a time and material basis. Without
limiting the scope of work under this item works to be included are as follows:
. Remove and reinstate hedge at House No. 86, Concession Street at a location to be agreed on
site.
. Remove hedge at No. 21 Concession street and dispose of debris off the site.
. Remove hedge at No. 39 Concession Street and dispose of debris off the site.
. Remove hedge at No. 73 Concession Street and dispose of debris off the site.
. Supply materials and construct planting bed at intersection of Wellington Street and Concession
Street as identified on the drawings.
. Removal of board fence at the west property line of House No. 112 Concession Street.
SUBSURFACE INSTALLATION OF STORM SEWER PIPE - ITEM NOS. 40 a) and b)
(Provisional)
The unit price bid under this Item shall cover all cost extra over those that would normally be incurred
to install 300 mm or 450 mm dia. Storm sewer pipe, Item Nos. 16-18, by open trench method
This Item may be required where major tree roots are encountered while installing storm sewers.
The method of subsurface installation shall meet current industry standards and must be approved by
the Contract Administrator. No work shall be undertaken under this Item without the approval of the
Contract Administrator.
ADJUST WATER VALVE BOXES - ITEM NO. 41
Payment shall be made under this Item for excavating, adjusting sliding type valve box to level of base
asphalt and backfilling and compaction of excavated area.
BOLLARDS - ITEM NO. 42
Under this Item and for the unit price bid the Contractor shall supply and install bollards in boulevard
areas where indicated on the drawings. The work shall include the following:
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
11.
. Supply "Park Avenue" style bollards as manufactured by Trystan. Bollards shall be galvanized
and painted black. Contact Pat Hill @ 519-632-7427.
. Supply materials and construct concrete base support including excavation as required.
Concrete shall be 30 MPa and base shall be 450 mm dia. x 1.2 metres deep.
. Supply and place 12.5 mm (1/2") dia. 300 mm long hooked steel anchor bolts as anchorage for
bollard.
. Backfill and grade area around bollards to receive topsoil and sod.
. Shop drawings shall be submitted for approval a maximum of 2 weeks after the award of the
contract.
STEEL BEAM GUIDERAIL WITH CHANNEL - ITEM NO. 46
Steel beam guiderail shall not be flared and ends shall be constructed with fish tail terminal sections.
TREE PRUNING - ITEM NO. 47
All tree work shall be done by ISA Certified Arborists with a minimum of five (5) years experience in
mature tree care and tree climbing. Climbing spikes are not to be used in trees to be retained.
The following trees shall be pruned using current accepted arboricultural practices to remove dead,
low-vigor, diseased, and crowded branches (crown cleaning): Tree #7 (Catalpa at 26 Concession), #8
(Norway Maple at 26 Concession), #11 (Sugar Maple at 32 Concession), #15 (Sugar Maple at 44
Concession), Tree #23 (Norway Spruce at 62 Concession), Tree #29 (Sugar Maple at 74 Concession),
Tree #32 (Horsechestnut at northeast comer of Concession and Elgin), Tree #35 (Chinese Elm at 90
Concession), and 2 Sugar Maples just east of Wellington Street on the south side of Concession Street
(not numbered). Trees #9,45,54,94, and others as deemed necessary should have branches near the
road/sidewalk removed (crown raising) to avoid damage to the canopy during construction. Wound
dressings are not to be used. Branch collars shall not be disturbed. Pruned branches are to be disposed
off site.
SUPPLY AND INSTALLATION OF TREES - ITEM NO. 48
Payment shall be made under this item for the supply and installation of trees according to the
Landscape Plan and Details in the Contract Drawings.
Under this item and for the unit price bid, the Contractor shall supply and install the trees including
excavation, topsoil, mulch, watering, and staking in accordance with the Drawings and as specified
herein.
This Item includes 4 trees that are not shown on the Contract Drawings. These trees are 1 Autumn
Blaze Red Maple (Acer x freemanii), 1 Red Maple (Acer rubrum), and 2 Summit Green Ash (Fraxinus
pennsylvanica 'Summit'). These trees are to be planted in the west boulevard of Elgin Street, between
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
12.
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Horsey Street and Wellington Street, as directed by the Contract Administrator.
All planting and related work shall be done by experienced, qualified personnel under the direction and
supervision of foremen with at least five (5) years of horticultural and planting experience. The
Contractor must be a member of Landscape Ontario.
All plant material shall meet the current horticultural standards of the Canadian Nursery Trades
Association with respect to grading and quality. They shall be nursery grown, under proper
horticultural practices as recommended by the Canadian Nursery Trades Association. All deciduous
trees shall be tree form, with minimum 1.8m clearance to the first scaffold branches.
It should be noted that planting will take place in the fall of 2002 and it is recommended that the
Contractor place his order early in the year to ensure availability of required plantings.
Notify Contract Administrator of source of material at least 7 days in advance of shipment. Make plant
material available for inspection at source of supply or upon arrival at site. Approval of plant material
at source of supply does not ensure acceptance upon arrival on project site or during the course of
construction. The Contract Administrator reserves the right to reject any plant material, whether
planted or not, which does not conform to the specifications. Do not remove any labels from plants
until they have been inspected and approved by the Contract Administrator.
Substitutions for the specified plants will not be accepted unless approved in writing by the Contract
Administrator. Nomenclature of specified plants shall conform to the International Code of
Nomenclature for Cultivated Plants and shall be in accordance with the approved scientific names given
in the latest edition of the Standardized Plant Names. The names of varieties not named therein are
generally in conformity with the names accepted in the nursery trade.
Any plant material that cannot be planted immediately upon arrival on the site shall be well protected
with soil or similar material to prevent drying out and shall be kept moist until commencement of
planting. Coordinate shipping of plants and excavation of holes to ensure minimum time lapse between
digging and planting. Ensure that trees are protected from abrasion, breakage, and exposure during
transit. Root balls shall not be cracked, broken, or damaged at time of planting. Trees are to have
straight trunks with leaders intact, and be well and characteristically branched for the species. All plant
material to be free of disease, insect infestation, rodent damage, sun scald, frost cracks and other
abrasions or scars. They shall be densely foliated when in leaf and have a healthy, well developed root
system.
Planting shall be done during periods suitable with respect to weather conditions and locally accepted
practice, and to the Contract Administrator's approval. All excavated materials are to be removed from
site.
Augmented topsoil or commercially prepared Triple Mix shall be used for planting. If the source of
topsoil differs from Item No. 36 (Topsoil and Sod), the soil shall be tested (paid for under this Item)
and the soil analysis report shall be provided to the Contract Administrator prior to installation. Topsoil
shall be fertile natural loam containing not less than 4 % organic matter, capable of sustaining vigorous
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
13.
plant growth. It shall be free of any admixture of subsoil, clay lumps or weeds, and free of stones and
roots over 50 mm in diameter and other extraneous matter.
Composted shredded bark mulch free of any granular and organic material will be applied over the
planting pit area of all trees to a compressed depth of 100 mm. Mulch shall be kept 100 mm away from
trunks of trees. A sample of the mulch to be used shall be submitted to the Contract Administrator for
approval.
At least the top half of the wire basket shall be removed from each rootball. Remove all ropes etc., and
cut burlap away from at least the top half of the root ball. Backfill and tamp soil mixture in layers not
exceeding 150 mm depth. Soak the soil mixture thoroughly with water when the hole is half filled, and
water thoroughly immediately after planting is complete. Provide a corrugated PVC trunk guard for all
deciduous trees. Fasten guard using plastic lock ties.
Maintain all plant material and assume full responsibility for protection of all planted areas until final
acceptance of all project work. Submit a written guarantee to the effect that all materials and
workmanship be guaranteed for a period of one (1) year following project completion. 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 when necessary, with sufficient quantities to moisten the entire root
system. Use chemicals as necessary for weed, disease, and insect control in strict accordance with
manufacturer's recommendations, and in compliance with applicable pesticide control regulations.
Assume full responsibility for any damage that may result from the use of such chemicals. The
warranty on replacement plant material shall be extended for a period equal to the original warranty
period. Unless directed otherwise, all staking materials are to be removed at the end of the warranty
period.
Final inspection of all plantings shall be made at the end of the specified guarantee period. At the time
of inspection, all plants shall be alive and in a healthy, satisfactory growing condition. Owner reserves
the right to extend Contractor's warranty responsibilities for an additional year if, at end of initial
warranty period, leaf development and growth is not sufficient to ensure future survival.
ADDITIONAL COST TO HAND DIG FOR TREE PLANTING - ITEM NO. 49
There are 4 trees to be planted on private property on the south side of Concession Street east of
Wellington Street, where machine access is not possible because of fences.
Payment shall be made under this item for the additional installation costs not covered under Item No.
48, for hand digging of the tree pit instead of the use of machinery. Supply of the trees and all other
aspects of planting shall be paid for under Item No. 48.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
14.
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SECTION 2 : SANITARY SEWER AND APPURTENANCES
Reference:
.1
Construction of all sanitary sewers and appurtenances in accordance with
Standard Specifications for the Construction of Sanitary Sewers - Revised
March 2001, Section 02530.
Contract drawings and details for Contract No. CL2002-3
.2
ITEM NO. 2.01.01A - 2.01.01F, and 2.01.02A - 2.01.02E and 2.01.06A,
SANITARY SEWER PIPE
Reference:
Contract Drawings and S-401
Include:
.1
Removal and disposal of existing pipe.
ITEM 2.02.07 - TRENCH RESTORATION
Payment shall be made under this Item at the unit prices bid for restoration costs additional to the cost
of service installation under Item No. 2.03.01 and 2.03.02.
a) Topsoil and sod.
Nursery sod laid on a minimum depth of 100 mm of topsoil.
b) Gravel
Gravel surfaces in entrances shall be restored with 200 mm of Granular 'A'.
c) Concrete
Private concrete sidewalk shall be restored with 100 mm of concrete to match existing
walkway width.
d) Asphalt
Asphalt in private entrances shall be restored with 50 mm of HL-3A on 200 mm of
Granular 'A' base.
e) Brick Pavers
Existing brick pavers shall be salvaged from private entrances and reinstalled.
Payment under this Item shall apply to restoration of sanitary sewer service trenches outside and the
right-of-way limits of Concession Street and Elgin Street as directed by the Contract Administrator.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
15.
ITEM NO. 2.02.40, SUBSURFACE INSTALLATION OF SERVICES (Provisional)
Reference:
Include:
Note:
Item Nos. 2.03.01 and 2.03.02.
.1
The unit price bid for this Item shall cover all costs extra over those which
would normally be incurred to install 100 mm and 150 mm dia. service
connections by open trench method.
.1
Work under this Item shall not be undertaken without approval of the Region of
Durham.
This work may be required where conditions are such that significant damage
may be imposed on trees or other surface features if services were installed by
open cut method.
.2
ITEM NO. 2.03.01 AND 2.03.02, SERVICE CONNECTIONS
Reference:
Include:
Note:
Contract Drawings and S-301 and S-401.
.1
Connecting to sewer pipe with proper adaptors, sweep binds, 'C' clamps as
required etc.
Dye testing of laterals.
Marking and recording exact location of service connections.
.2
.3
.1
Service connections are not to be backfilled until as-constructed inverts and ties
are surveyed and approved by the Region of Durham Inspector.
.2 The Contract Administrator may decide that laterals be reconstructed beyond
property line where such laterals are found to be in a deteriorated condition.
Such extension shall only be done at the discretion of the Contract
Administrator and with the approval of the Region of Durham.
ITEM NO. 2.03.07 - CLEANOUTS (Provisional)
Reference:
Include:
Note:
RMD Detail S-303
.1
Supply and installation of all materials necessary to construct cleanout as per
Detail S-303.
Supply and installation of Sand Fill cover for exposed pipe. Reference RMD
Section 02530, 2.10 for gradation requirements of the Sand Fill materials.
All miscellaneous items.
.2
.3
.1
Cost of excavation, backfill and surface restoration shall be deemed to be
included in the service connection pipe item.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
16.
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.2 Cleanouts shall be installed at locations to be determined by the Contract
Administrator.
ITEM NO. 2.04.01 - REMOVE EXISTING MAINTENANCE HOLE - COMPLETELY
Reference:
Include:
Contract Drawings - Maintenance holes No. 14-34, 14-36, 14-38, 14-39, 14-54, 14-59,
14-60, 14-72, 14-73 and 14-100
.1
.2
.3
Excavation and disposal of surplus materials.
Removal and disposal off site of existing structure.
Existing frames and covers removed are to become property of the Contractor
and disposed of at his expense.
Backftll with select native materials and compaction.
.4
ITEM NO. 2.04.04. - BREAK INTO EXISTING MAINTENANCE HOLE AND REBENCH
Reference:
Include:
RMD Details 5-113 and 5-114, Maintenance Hole No. 5-6.
.1
Breaking into the existing structure with removal and disposal of concrete and
reinforcing steel.
Rebenching - Removal of existing benching complete and disposal off site.
Thorough clean-out of the structure.
New benching in maintenance hole as per 5-113 or 5-114, as
required, complete in a professional manner.
Temporary pumping and/or by-pass arrangements required for existing sewage
flows, to allow for benching in maintenance holes to be completed.
.2
.3
ITEM NO. 2.04.07A - 2.04.07F and 2.04.08A - 2.04.08H - SANITARY SEWER
MAINTENANCE HOLES
Reference:
Include:
Contract Drawings, Details 5-101,5-111,5-113 and 5-117
.1
.2
Maintenance hole steps as per 5-111 (Type C)
Reconnection of existing pipes where required.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
17.
SECTION 3: W ATERMAIN AND APPURTENANCES
Reference:
.1
Construct all watermains and appurtenances in accordance with Standard
Specifications for the Construction of Watermains - Revised March 200 1.
Contract Drawings and Details for Contract CL2002-3.
.2
ITEM NO. 3.01.02 - 3.01.04 and 3.01.06 - WATERMAIN AND APPURTENANCES
Reference:
Include:
Note:
Contract Drawings
.1
.2
.3
Temporary connections as required to facilitate construction.
Removal and disposal of existing watermain pipe as required.
Maintenance of supply to all homes including temporary supply as may be
dictated by the Contractor's operations.
Supply and installation of salvaged or new temporary 400 mm dia. bulkheads
with 150 mm flanged and 50 mm IPT outlets.
Removal of temporary bulkhead after testing, etc.
Supply of factory installed I.P. T. water service outlets on the CPP watermain at
locations as shown on the Contract Drawings.
AdditionaII.P.T. testing outlets as per the manufacturer's instructions including
brass plug.
.4
.5
.6
.7
.1
All thrust protection on PVC pipe shall be by mechanical restrainers in
combination with granular thrust blocks. Concrete thrust blocks are not
permitted on PVC watermain pipe.
Contractor to maintain water service to all customers at all times during
construction.
Exact location and elevation of existing watermain and service connections are
to be determined in the field by the contractor.
New watermain to be swabbed, pressure tested, flushed and chlorinated prior to
making connections to existing watermain.
Restrained fittings are to be used as per S-430 to S-433 inclusive.
Measurement for payment of CPP shall be based on final, approved shop
drawings using plan view measurements.
.2
.3
.4
.5
.6
ITEM NO. 3.02.03 - TRENCH RESTORATION
Payment shall be made under this item at the unit prices bid for restoration costs additional to the cost
of service installation under Item No. 3.05.11.
a) Topsoil and sod.
Nursery sod laid on a minimum depth of 100 mm of topsoil.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
18.
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b) Gravel
c) Concrete
d) Asphalt
Gravel surfaces in entrances shall be restored with 200 mm of Granular 'A'.
Private concrete sidewalk shall be restored with 100 mm of concrete to match existing
walkway width.
Asphalt in private entrances shall be restored with 50 mm of HL-3A on 200 mm of
Granular 'A' base.
e) Brick Pavers
Existing brick pavers shall be salvaged from private entrances and reinstalled.
ITEM NO. 3.02.04 - REMOVE EXISTING VALVE BOX (Provisional Item)
Include:
.1
.2
.3
Excavation to grade and disposal of surplus materials.
Removal and disposal off site of existing valve box.
BackfIll with select native materials and compaction.
ITEM NO. 3.02.05 - REMOVE EXISTING VALVE AND BOX (Provisional Item)
Include:
.1
.2
.3
.4
Excavation to grade and disposal of surplus materials
Removal and disposal off site of existing valve and valve box
BackfIll with select native materials and compaction
Supply and placement of blind flange c/w with gasket at the flanged branch
outlet, station 10+470.7, where the existing 200 mm dia. valve is to be
removed.
ITEM NO. 3.02.06 - CONCRETE PLUG IN ABANDONED PIPE (INCLUDING SEPARATE
EXCAVATION)
Reference:
Include:
Contract Drawings
.1
.2
Excavation to expose existing watermain pipe
Saw-cutting of existing pipe
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
19.
.3 Removal and disposal off site of existing pipe including fittings, valves, etc., as
required.
.4 Supply and placement of 20 MPa concrete plug in the ends of the existing
watermain that is to be abandoned in place. The minimum length of the
concrete plug shall be 300 mm.
ITEM NO. 3.02.40, SUBSURFACE INSTALLATION OF SERVICES (Provisional)
Reference:
Item Nos. 3.05.11 and 3.05.12
Include:
Note:
.1
The unit price bid for this Item shall cover all costs extra over those which
would normally be incurred to install 19 mm and 25 mm dia. service
connections by open trench method.
.1
Work under this Item shall not be undertaken without approval of the Region of
Durham.
This work may be required where conditions are such that significant damage
may be imposed on trees or other surface features if services were installed by
open cut method.
.2
ITEM NO. 3.03.01, 3.03.04 and 3.03.05 - VALVE AND VALVE BOXES
Reference:
Include:
Contract Drawings and Details S-408, S-425 and S-444
.1
.2
.3
.4
.5
Supply and installation of resilient seat gate valve and box as per S-408.
Supply and installation of butterfly valve and valve box as per S-444.
Excavation, blocking, backfIlling and compaction.
Supply and installation of cathodic protection as per S-438.
Adjustment to level of base asphalt or finished level of brick pavers as
appropriate.
ITEM NO. 3.04.01 - NEW HYDRANT WITH STORZ PUMP NOZZLE
Reference:
Include:
Contract Drawings, RMD Section 02511 and Detail S-432.
.1
.2
Excavation to grade and disposal of surplus materials.
Supply and installation of hydrant, blocking, anchor tee or flanged branch
connection 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.
Supply and installation of filler piece WM pipe regardless of length.
Supply and installation of mechanical restrainers.
.3
.4
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
20.
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Note:
.5 Cathodic protection as per S-436.
.6 Backfill with select native materials and compaction.
.1
Place and cathodically protect tracer wire to proposed watermain.
ITEM NO. 3.04.03 - TEMPORARY FLUSHING HYDRANT
Reference:
Include:
Note:
Contract Drawings and RMD Section 02511
.1
.2
Excavation to grade and disposal of surplus materials.
Supply of temporary hydrant meeting requirements of RMD Section 02511,
2.12 except for storz pump 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 select native material and compaction.
.3
.4
.5
.1
Contract allows for installation of temporary flushing hydrants on sidestreet
connections and at limits of watermain installation on Concession Street and
Elgin Street where directed.
Hydrant shall remain the property of the Contractor.
.2
ITEM NO. 3.04.05 - REMOVE EXISTING HYDRANT c/w CONCRETE PLUGS
Include:
.1
.2
Excavation
Removal and separation of valve and piping, cleaning, salvaging and
transporting existing hydrant and appurtenances complete to the Orono depot.
Removal and disposal off site of existing secondary valve box.
Supply and placement of 20 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.
Backfill with select native material and compaction.
.3
.4
.5
ITEM NO. 3.05.01 and 3.05.02 - 19 mm and 25 mm MAIN STOP
Reference:
Include:
Detail S-414
.1
.2
Supply and installation complete with saddle union adapter, connectors etc.
Connection to new service pipe.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
21.
ITEM NO. 3.05.06 and 3.05.07 - 19 mm and 25 mm CURB STOP AND BOX
Reference:
S-414
Include:
.1
.2
Supply and installation complete
Supply of stainless steel rod with brass pin.
ITEM NO. 3.05.11 and 3.05.12 - 19 mm and 25 mm DIA. COPPER PIPE
Reference:
Include:
Note:
Detail S-414
.1
Cathodic Protection as per S-414
.1
Water services shall be connected to existing services at street line on all
streets .
25 nun dia. services shall be installed as shown on Dwg. No. W-S-8.
.2
ITEM NO. 3.06.01 - 19 mm TEST POINT
ITEM NO. 3.06.02 - 50 mm TEST POINT
Reference:
Note:
RMD Detail S-429
.1
Supply and installation of all corporation main stops, valves, backflow
preventers, copper tubing, fittings, etc.
Removal of all main stops upon completion of testing and flushing.
Supply and installation of a brass plug in locations where main stops were
removed.
Backfill with select native materials and compaction.
.2
.3
.4
ITEM NO. 3.11.01 - TEMPORARY WATER SUPPLY
Reference:
Include:
RMD Section 01510
.1
Supply and installation of temporary by-pass line, service connections and
valves and check valves where required.
Chlorination of temporary by-pass lines and service connections.
Protection of the installation for damage as specified in "Driveway Protection"
and "Burying By-pass" below.
Removal of by-pass line, service connections and plugging of temporary taps.
Temporary shut-off of private services by operation of curb-stops or such other
means as required.
Permanent surface restoration of the site upon completion of the work.
.2
.3
.4
.5
.6
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
22.
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Temporary by-pass lines shall be supplied by connections at each end of the line where practical.
Where the ends are at different pressure districts, a check valve shall also be installed. Valves shall be
installed in the by-pass in the vicinity of existing main line valves on the line being removed/abandoned
and at such other locations as the Contract Administrator may direct. The existing water main shall
not be removed from service until the installed by-pass line has been approved by the Contract
Administrator in writing.
The Contractor shall make all shut-offs of property services and shall furnish water for the temporary
by-pass service from a hydrant or other temporary source.
Safety measures shall be taken by the Contractor to the satisfaction of the Contract Administrator 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 By-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 asphaltin
kind when the pipe is removed.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
23.
SECTION 8 - GENERAL ITEMS
ITEM NO. 8.01.01- SUPPLY AND MAINTAIN FIELD OFFICE
Under this Item the Contractor shall supply and maintain a field office for the sole use of the Contract
Administrator as described in Clause 16 of the Special Provisions - General.
Payment shall be made at 50% on the first payment certificate and the 50% balance will be paid when
the Contract is substantially performed.
ITEM ~O. 8.02.01 - BONDS, INSURANCE AND MAINTENANCE SECURITY
Reference:
RMDSS, Section 01001
Include:
.1
.2
.3
.4
100% Performance and Guaranteed Maintenance Bond for 24 months.
100% Labour and Materials Payment Bond.
Liability Insurance based on the Contract Price.
Cost of Maintenance Security.
Note: Payment of this Item shall be made upon receipt of applicable documentation.
ITEM NO. 8.03.01 - MOBILIZATION AND DEMOBILIZATION
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 issuance of the Certificate of Substantial
Performance.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
24.
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ITEM NO. 8.05.01 - PRE-CONDITION SURVEY
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.
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 $1,000,000.00.
Procedure
Immediately upon notice to proceed, all pertinent available data relevant to those applicable portions of
the work and such other areas as deemed available to be Pre-surveyed is obtained by the VNC.
Introduction & Notification
A Letter of Introduction is hand delivered to all properties within the "area of influence". The letter
contains pertinent information regarding the proposed work and advises the identity, telephone number
and name of contact person capable of answering questions or addressing complaints.
This letter serves to acquaint residents with proposed construction in the area.
Inaccessible ProDerties
Should access to a premises by the Inspector be prohibited for any reason, Le., absent
owner/lessor/manager; denial of authorization; vacant; safety hazard; in such case, particulars of efforts
made to gain entry are recorded on the Pre-condition Survey Summary Sheet as follows:
. Time and date(s) of contact
. Means of contact (in person or by telephone)
. Authority (owner/lessor/manager)
. Reason(s) for entry refusal or inaccessibility
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2002-3
25.
Photographic Documentation
Photographic equipment and materials used are capable of yielding high quality negatives from which
detailed enlargements may be made.
Pre-Condition Survey Report
Documentation of exterior and interior conditions of each property/item surveyed includes, as a
minimum:
. Vintage and type of construction
. Description/depiction/dimension of differential settlements (visible cracks in walls, floors,
ceilings) or any other apparent structural or cosmetic damage or defect
Copies of Introduction Letters, Notification Letters and Refusal Letters are to be included in the report.
Completed Pre-condition Survey data is to be assembled in a formal comprehensive report, including
Summary Sheet.
The application of a "Pre-Condition Survey" is optional and should be reviewed for each project with
the Owner.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2002-3
STANDARD DRAWINGS
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STANDARD NO.
DETAIL 1
OPSD- 216.010
218.01
310.010 Mod.
310.020 Mod.
310.030 Mod.
310.040
310.050 Mod.
310.060
350.010
351.010
400.100
400.11
401.010
403.010
405.020
561.010
600.040
608.010
610.010
701.010
701.011
701.021
704.010
705.010 Mod.
705.020 Mod.
708.01
PAGE ONE
STANDARD DRAWINGS
CONTRACT NO. CL2002-3
DESCRIPTION
STREETLIGHT DUCT DETAIL
BOULEVARD TREATMENTS - URBAN SECTION
SODDING OF SIDE SLOPES
CONCRETE SIDEWALK
CONCRETE SIDEWALK ADJACENT TO CURB AND GUTTER
CONCRETE SIDEWALK RAMPS AT INTERSECTIONS
UTILITY ISOLATION IN SIDEWALKS
SIDEWALK DRIVEWAY ENTRANCE DETAILS
CONCRETE PEDESTRIAN CROSSOVER
URBAN INDUSTRIAL, COMMERCIAL AND APARTMENT ENTRANCES
URBAN RESIDENTIAL ENTRANCE
CAST IRON SQUARE FRAME WITH SQUARE FLAT GRATE
CATCHBASIN, CAST IRON FRAME AND FLAT GRATE
MAINTENANCE HOLE COVER
GALVANIZED STEEL HONEYCOMB GRATING FOR DITCH INLET
MAINTENANCE HOLE STEPS
INTERLOCKING CONCRETE PAVERS ON GRANULAR BASE
CONCRETE BARRIER CURB AND GUTTER
METHOD OF TERMINATION
CONCRETE CURB AND GUTTER OUTLET
1200 mm DIA. PRECAST MAINTENANCE HOLE
1500 mm DIA. PRECAST MAINTENANCE HOLE
MAINTENANCE HOLE BENCHING DETAILS
MAINTENANCE HOLE AND CATCHBASIN PRECAST
ADJUSTMENT UNITS
600 mm x 600 mm PRECAST CONCRETE CA TCHBASIN
600 x 1450 mm PRECAST CONCRETE TWIN INLET CATCHBASIN
CA TCHBASIN CONNECTION
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STANDARD DRAWINGS
CONTRACT NO. CL2002-3 2
STANDARD NO. DESCRIPTION
708.020
802.010
802.031
912.101
912.102
912.140
915.01
2112.01
S - 101
111
113
117
301
303
401
SUPPORT FOR PIPE AT CA TCHBASIN OR MAINTENANCE HOLE
FLEXIBLE PIPE EMBEDMENT AND BACKFILL
RIGID PIPE BEDDING, COVER AND BACKFILL - TYPE 3 SOIL
GUIDERAIL SYSTEM STEEL BEAM GUIDERAIL
GUIDERAIL SYSTEM STEEL BEAM CHANNEL
GUIDERAIL SYSTEM WOOD POST ASSEMBLY
PEDESTRIAN HANDRAIL
ELECTRICAL HANDHOLE PRECAST CONCRETE WITH COVER
1200 mm DIA. PRECAST MANHOLE
MANHOLE STEPS
TYPICAL BENCHING DETAILS
ROUND MANHOLE FRAME AND COVER
SANITARY SEWER HOUSE CONNECTION
PVC SANITARY SEWER CLEANOUT
SANITARY, STORM AND WATER (MAIN AND SERVICE) TRENCH
BEDDING DETAIL
SUPPORTS FOR W A TERMAINS AND SEWERS CROSSING TRENCH
100 mm to 400 mm DIA. GATE VALVE AND VALVE BOX
HYDRANT ASSEMBLY WITH CONCRETE THRUST BLOCKS
19 mm and 25 mm COPPER WATER SERVICE
TRACER WIRE ARRANGEMENT AT HYDRANTS FOR W ATERMAIN
PIPE
TRACER WIRE AT VALVE BOX FOR P.V.C.
19 mm TEST POINT BY-PASS
RESTRAINED JOINT DETAIL FOR P.V.C. PIPE
JOINT RESTRAINING LENGTH FOR P.V.C. PIPE
HYDRANT ASSEMBLY WITH MECHANICALLY RESTRAINED JOINTS
THRUST BLOCKING FOR P.V.C. WATERMAINS
CATHODIC PROTECTION FOR TRACER WIRES ON P.V.C.
407
408
409
414
423
425
429
430
431
432
433
435
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STANDARD DRAWINGS
CONTRACT NO. CL2002-3 3
STANDARD NO. DESCRIPTION
436
438
441
CATHODIC PROTECTION FOR HYDRANT ASSEMBLY
CATHODIC PROTECTION FOR VALVES AND FITTINGS
CATHODIC PROTECTION FOR EXISTING FERROUS W A TERMAIN
CONNECTED TO PROPOSED NON-FERROUS W A TERMAIN
PAVEMENT JOINT TREATMENT
501 Mod.
SIENA STONE RETAINING WALL(S) DETAILS:
SS2GDET019W SIENA STONE WITH SLOPING GRADES
SS2RDET018 GEOGRID PLACEMENT
SS2RDET024 INSIDE ODD ANGLE CORNER
SS2RDET017 WITH FLEXIBLE POST & BEAM TRAFFIC BARRIER
SS2GDETOO7 PEDESTRIAN HANDRAIL DETAIL
TYP- A GEOGRID SECTION
TYP-B GRAVITY SECTION
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CONCRETE SIDEWALK
.. ..'.......:~..... ~ ._~
600mm
L-L
75m~
AS REQUIRED
SEE TYPICAL SECTION
FOR BOULEVARD TREATMENT
75mm
--L.!5mm
T
SCREENED SAND
STREET LIGHTING DUCT DETAIL
N.T.S.
MUNICIPALITY OF CLARINGTON
CONCESSION AND ELGIN STREET
MARCH 2002
PROJECT No. 12-10824
'BOWMANVILLE'
STREET LIGHT DUCT DETAIL
CONTRACT No. CL2002-3
.......
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~
c
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DETAIL 1 ~
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Grar:ular base
Boulevard surface
Pavement
2~ -
_ 27.min 87.mox
.-.- .- t .
Subgrade
50mm
Typ
Pipe subdrain
Typ
r Sidewalk l~ot~J.~ ,ml" O~nal.J!~~~
- "' ~.,. ,,-
or I .,\~,,-/
2% _ '}:O,,-
,,-
......
............<..,
......:?!o-"
......
......"
Rounding
breakpoint
CUT AND All SECTION WITH BARRIER CURB
Granular base
_ 2%min 8%moX
.......
Subgrode
..
D
Depth os
specified
Rounding
breakpoint
CUT AND FIll SECTION WITH MOUNTABLE CURB
NOTES:
1 Where steel beam guide rail is indicated,
the minimum rounding shall be 1.0m,
with O.5m required from edge of sidewalk
to rounding breakpoint.
A All dimensions are in millimetres or metres
unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
BOULEVARD TREATMENTS
URBAN SECTION
Date
OPSD
216.010
0 0 'f
\J I D
- , '
en I .
c . \
I I <0
N I <0
I 0
-
(X) 0
I 0 <0
. D
0 I -
. :;;
- I I
I I
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I
to l>Z
6' 0
l> -t
.., ITI
Q, D en
3":g .
. -
::s -
CoO n
- D
o -
::s -
CoO 0
::s
D -
..,
. 0
:; Q,
a. .
CoO
C
::s
3 D
. -
- .
.., Q,
.
.. D
c: ..,
.
::s D
CD CoO
.. .
..
0 g,
":T
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..,
);! ~
en .-
:!! .
0 ..
0 ":T
C 0
~
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- ~
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Z
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...... i>
r
en (I)
- it
c
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g
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r 0
0 0
-U :::0
ITI ~
en Z
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Q~
:a-
Q,.Q
-
Q,.-
~~
l-
:a~
...~
--
t::..
"'0
:r:a
, !.I\\
- ..
:r-
-~
%.~
..
-'"
t::
"0
-to""
Q...
C\~
....
~
..
::-
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1-:
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· Varies
BOULEVARD
2" to 10 X
.-...
. ..~ ..
R-5mm
Concrete
sidewalk
--
--w....
0.3m
mln
2" to 1 0"
~ . ------------
--
--
---
'-- . I .......
'- IOOmm Granular 'A -__
-.....
lYPICAL SECTION
51 r- 5
':":::"'4": ....~ -: -~.]:!
. . . -.. . . .,.~~. l . 0
'. . { ". . 1 . . \;.. . c. ·
le. ,.........,... ·
. . ,- .. . _.f. ., ... t ;!!
.- :. -,,4 ::. ,-- -. . .. . ... i5'.
.: #', .....! "':......~: '0
DUMMY JOINT
5 -11-
0.25T
. . I .- . . . .. .-: ..1
. ..:....-.., -.,"
.t ... · " ~ :
... .. ~ \ . . ...
. 'e.a..... .: -.f.. .; .. --.
.- :. .,,, ::. ..~.. . -. . .
: I.,.....! I":.......:
CONTRACTION JOINT
R-5mm
Typ
5
".~ .: ~-:' ]~I
-,. ..
. . . .
f.... 3!
. · . .: J!.
. .- . J.:
. ~ . . .... . ... -
.- . . 0
-II- 12mm expansion
joint material
EXPANSION JOINT
. '-
.,;....
.... .,..
.. y....
. . .
-t . ....
.. . . . .
. -.~ .
....,. .....
.. -.
NOTES:
1 Sidewalk thickness at residential driveways
and adjacent to curb shall bell251 f1Vn.
At commercial and industrial driveways,
the thickness shall be 1150 I mm.
2 Sidewalk width shall' be Increased to
2.4m at schools, bus' stops and other
high pedestrian areas.
BOUlEVARD
Curb and gutter
.....
.....
.... .
.....
.....
.....
Dummy
joints -
typ .
Contraction
r;u
JOINT LAYOUT
A All dimensions are In milD metres or
metrea unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
CONCRETE SIDEWALK
Date ..:~!-J9.!i
.QI?SD - 310.01.0
1
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01
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1.5m
Note 2
~
Expansion
joint material
~
(I2~1 mm
ote 1
t
510 e 2" to ,,"
.. 4o'; .. .~.. .. 41.. ..: ,.:.4o..... .~..
..1 till. .. - . .-.. ".... . .'.. ... '"
:" . -.. .. ..~. ~. .... . 4o. . 4o...
R..5mm
Concrete R-5mm
sidewalk
LGRANULAR 'A' - IOOmm
Curb and gutter
as specified
lYPlCAL SECTION
51 r- 5
:-~:.:..~:~: :-:\ \: .:.~]. ~
. ~.. .. 0 . '\... .c ~
..... j.... .. . .. ...: .
.4o ..... .....t. _,.. .. ~:2
.. : . -I" ::..-- .4o . .. . . ~ ·
: It.,..-..! .". ':4o. -. -. ....: '0
DUMMY JOINT
. ... . . .. . .
.. ...... ..,~ . .~.
. I. ...... fI '" \ ,
.. . i ..:..: '- . . ~.. .
.. -: ...,. ... ..: -.f.. .;..~.
.'"':.-1" ::.'~.......
: II.,.....! ..~........:
CONTRACTION JOINT
R-5mm
Typ
5
",. ..~.]1
.,. .... !
...,. .. I
. ... i
f ... .. . 'V
... ... - ..
..y.~.. ..~. {:. 'IP
._ .. 0
-II- 12mm expan.ion
joint material
EXPANSION JOINT
.
. . .
. .. *'
.... ....
.. ~.~
. . .
.:1. . .~
JOINT LAYOUT
NOTES:
1 Sidewalk thickness at residential drivewaYs
and adjacent to curb shall be ffi}-mrn.
At commerclul and Industrial driveways,
the thickness shall bel!5o tmm.
2 Sidewalk width shall be Increased to:
- 1.8m when adjacent to curb on
major roadways
. - 2.4m at schools, bus stops and other
high pedestrian areas.
A All dimensions are In mlllimetres or
00 metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
CONCRETE SIDEWALK
ADJACENT TO
CURB AND GUTTER
1993 10 01 Rev
IMODIFIED t
----------
Date _~~.d!..9i
OPSD -
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Stop or ..yield
street
Stop or yield .............
. street ......
Expansion joint
material. Typ
- Through street
..
Curb and gutter
Curb and gutter
.
Through street
.
UNSIGNAUZED INTERSECTIONS
1.0-1-1.S---L1.O
OirectiOftGI Unes
O.3m apart and
105m long - min
Typ
Gutter line
RAMP ELEVATION
Curb and gutter
finished road
surface
SIGNAUZED INTERSECTIONS
2.5m
Back of
sidewalk
.~ "* $X
:-.: '. #"
.....f.. .
. 4 " . '<1
: f :......
min
12.
Curb and gutter
os. specified
~idewalk ramp
lYPlCAL RAMP SECTION
NOTES:
A Directional lines shall be 1 Ox1 Omm made B All dimensions are In millimetres or
with grooving tool having a 15mm radius. metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
1993 10 01
_ _lt1C?~.L _ _ _
Date ~,!L:r ,-'t'~
CONCRETE SIDEWALK RAMPS
AT. INTERSECTIONS
opse
310.030
Sidewalk
Typ
Note 1
Curb
Typ
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1
1
1
face of curb
Typ
Expansion joint
material
0.. .,._
Naintenance hole
-'
CATCH BASIN
Expansion joint
Note 2
UTlUlY APPURTENANCE
Expansion joint
Note 2
Pole
UTlUlY POLE
NOTES:
1 Expansion joint through sidewalk is
required when curb and gutter Is
poured integral with sidewalk.
2 Adjust joints to coincide with centre of
utility. with minimum slab length of 1 m.
3 Expansion joint material shall be placed
around maintenance holes flush with
concrete surface.
ONTARIO PROVINCIAL STANDARD DRAWING
Expansion joint material
Note :5
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Provide a minimum
. of 100mm clearance
around pole .
4 For portland cement concrete alternative.
use expansion joint material around boxout.
A All dimensions ore in millimetres or metres
unless otherwise shown.
UTILITY ISOLATION
IN SIDEWALKS 0..
Date
----------
.- - - - - -
OPSD - 310.040
> ...z
.02!: o-a.> 0
. "'-G r+CJ
3!!.ft"n
~~ g-~"
:1:3 3
c g i! ~a
2. 01 G i5"
G - B
:0 ~
~ _0 a
o C):J
__ ~a.
::r :J :J
G G- (I)
i3 I: K ~ .
__ c -
01= OI~
G 3 ::r ::! (I)
01 G 9.0. 0 .. . 6
::r- -- Z ~
o~ ,
_01 .t~
? (J)~
>li- :.~ \ 1 ~~ C!
en .
o~ r-
- ~
C %0 (J) 0.
~ n~ 3
1"1 8 0
III 3
.=e 0 3 1m ~ s
~ s no ::a
~ e: ~
~ ~
r- - e
" 0 -I I-i ~ ~S'!!\
"
0 ~
;g -,tf- ~ ~31
CC ~-g ti~
~ .3 i
1"'1~ -3 4~t
z .al
-1< (') ;!.:g .
~..... iE ;;.c a..
:J ~t
r=~ i 1"1'1 ::2
~;-u a-
(1)-<
i .. A
rra (') ~31
0 (I) T t9.0
Z 6 .90;=
-t o. ~ ~ "tt t
::0 i ~~ ~'O ~ m
_'0.
I ~ (J) a..
z ~ :J~t
Z Ci) 12
0 o~ . a
0 % .
10 ..... z o~ . I
. .
01 m Ie: !!!:;t
0 ... I c~ . 0.0
I~ ~I to . :J I
I to m ~ .,: ~!!.
I (,I ~i c~
I I '.0 :J
I 0 -- . 0
I . PI
I 52 n
I I I - "lJ
~ 0- ::u
I 1 ,-' :J &J
I I 3 (I)
I \ 5" a
I I 1.~m min
.4
:
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.
.
.
.
.
.
200 m'n Rubberized asphalt
m ml joint sealer
concret~
, ..~.... :., ... :...:..... ."'_. ..~.. I....
;,~ . I.:.'. J. ~ "'.'" ..6J ~ ... 9 ... ...'"
... ... ................
..' ':.":~.'.' ......#
... ....'" . T... ...
. ..:..... ":\. ~r~nular SUbb~~~ ..J.... : .' - .
as specified
.................
....................
......................
..................
...................
..................
...................
...................
...................
..................
...................
..................
Composite pavement
...................
..................
..................
...................
..................
.................. .
..................
.................
..................
..................
..................
..................
..................
......................
........................
...........................
...............................
............................
t. .::::::.......:.:::
.......... ..........
......... ........
......... ............
....... ......
........... .............
A - :''!!!...:. A..:.:.:~.:~
.......... .......
......... ........
......... .......
.................................
............................
............................
..............................
...............................
Rubberized asphalt
joint sealer
Hot mix pavement
>tl' ..
Concrete
Expansion joint with
load transfer device
Note 1
COMPOSITE PAVEMENT
SECTION A-A
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--+--
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PLAN
Joint spacing
3.0m max
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Curb and gutter
........................
......................
...................
...................
......................
......... .... ....
Flexible pavement
.....................
.....................
.......................
.......................
......................
........................
.............................
....... .....
......... ......
......... ......
........ ........
......... ......
:....... '''';';';''. _1
.~i~Ilt~g:~@m a
Hot mix pavement
Slope 102' .:'
. . ..... . . .
Granular
FLEXIBLE PAVEMENT
SECTION a-a
NOTES:
1 Load transfer device shall be installed at 300mm centres.
A All dimensions are in millimetres or metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
CONCRETE PEDESTRIAN
CROSSOVER AT
SIGNALIZED INTERSECTIONS
1993 10 01
Date
OPSD
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lAND USE RADIUS
81: m
liE min mox min mox min mox
::J U
- C) Ught Industrial
~a.
~" Commercial and rtment 4.5 7.5 7.2 12.0 4.5 12.0
Heavy Industrial
5.0 9.0 9.0 15.0 6.0 15.0
I r600mm min
..r Dropped curb J-
DETAIL A
'I
J ~ L -, 3.Om min.
I turn I if required
lane
IA
See Table
- ROW I
-- ---!.-.-
Varies
---
Concret. curb or
curb ond gutter.
For entrance without
curb or curb and gutter
... Detail A
R-5.Om for light industrial
commercial arid apartment
entrances on 2 lane roads
PLAN
R-8.Om for oR heavy industrial
entrances. and for commercial and
apartment .ntrances on 4 lane roads.
... -.
. '.
eo..
Subbase
. '..: :-::
NOTES:
A All dimensions are in _ mUlimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
URBAN
INDUSTRIAL, COMMERCIAL AND
APARTMENT ENTRANCES
April 1999
OPSD - 350.010
^r+
I
See Table
!
~
...
l Curl> and ...-
Errtrance
Dropped
curb
Boulevard
600mm mln
30Qmm I 300mm
mln A ~in
PLAN
. -,
ISOMETRIC VIEW
r3JknT1~
I ~ Not~ I .of.
I 4%, Note 1
Note 2. "'". No\e 2
6".
Var
SW or SW and entrance
SWfEntrance
4Xmax 8%
~
Dropped curb
SECTION A-A
DRIVEWAY DIMENSIONS
WIDTH
LAND USE m
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NOTES:
1 Maximum upgrade shall be 1 OX.
2 Maximum downgrade shall be ax.
A All dlmensions are. in milRmetres unless otherwise shown.
Residential
3.0 4.3 6.0 7.3
ONTARIO PROVINCIAL STANDARD DRAWING
URBAN RESIDENTIAL
ENTRANC"E
----------
----------
OPSD - 351.010
max
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w
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50x50x6mm angle.
welded to grating
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FASTENER DETAIL
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Type
Groting Size
Length Width
L W
762 768
1338 768
1465 768
SECTION c-c rASTENER EMBEDMENT DETAIL OF'F'SET WASHER DETAIL
NOTES:
A Fastener to be inserted to maintain minimum concrete cover requirements.
B All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
GALVANIZED STEEL
HONEY COMB GRATING
FOR DITCH INLET
A
B
C
o
SECTION A-A
13x50mm stainless steel bolt
Type 304 or approved equivalent.
threaded SOmm
13mm dia x 50mm
steel anchor thread
11Sx76x5mm flat galvanized
steel offset washer
Smm dia .steel hooks
to be welded to
anchor thread
1Smm
dia hole
r76-j=h
38
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11
Nov 2001
opse - 403.010
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PLAN
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VIEWS
R= 16mm 20 -j t=l
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SECTION A-A
lYPE A
RECTANGULAR SECTION
RECTANGULAR ALUMINUM
Polyethylene anchor
insulating sleeve
r =1
01
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PLAN
AUXILIARY VIEW
AUXILIARY VIEW
JQJ5
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dia hole f
SIDE VIEW
lYPE A
CIRCULAR SECTION
lYPE A AND 8
FORM DETAIL
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SECTION 8-8
lYPE 8
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anchor lock J
SIDE VIEW
1YPE 8
NOTES:
A Aluminum surfaces in contact with concrete to be coated with asphalt or tar
base black paint.
S All dimensions are in millimetres or metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
1996 09 15
MAINTENANCE HOLE STEPS
SOUD
Date
OPSD - 405.020
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ONTARIO PROVINCIAL STANDARD DRAWING
April 1999
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ASPHALT CURS
MACHINE lAID
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Tack coat surface --
ASPHALT GUlTER - lYPE 'A'
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ASPHALT GUTIER - lYPE 's'
NOTES:
1 Depth of gutter at pavement edge to equal depth of new pavement
but in no case less than 130mm.
A All dimensions are in millimetres unless otherwise shown.
ASPHALT CURB
AND ASPHALT GUTTER
OPSD - 601.010
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3.8m Termination
Curb and
gutter
PLAN
( t-----------------------
ELEVAll0N
MOUNTABLE CURB AND GUTTER
Curb and
gutter
r
3.8m Tennlnation
Gutter or
curb rlne
PlAN
t
r-----------------------
1
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BARRIER AND SEMI-MOUNTABLE CURB AND GUTTER
NOTES:
1 Slope to match existing shoulder.
A This drawing is to be read in conjunction with
OPSD-600 series curb and gutter drawings.
B All dimensions are in millimetres unless
otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
----------
METHOD OF TERMINATION
FOR CONCRETE CURB AND GlJ II t.R
----------
OPSD - 608.010
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For adjustment
unit and frame
installation see
OPSD-704.D10
Typ
1\'-------1\
c'J._______1.~
Tapered top
See alternative 0
Riser sections
as required
Monolithic bcise with
inlet and outlet '"
openings to. _ 8Uit
See altematiYes AtB and 0
ALTERNATIVES
A SUMP FOR STORM SEWER
MAINTENANCE HOLE
300
Note 1
., ~ 411. ' " .. .,
~:'., . ;",~ . .... t'1
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bedding
C CAST-iN-PlACE BASE
o PRECAST FlAT ~
B PRECAST SLAB BASE
Bottom riser section with
inlet and outlet openinvs to suit
,150
. 1.[150
.. ,.
~.( . .: ~
..-41- 300
C' ..:.~.. . .~.. ~~.: :.. :1 ..,.
1-_._:.;.-.:.:.-:-':- ...:.'--1
Steel reinforcement Granular
asspedf.ed bedding
Riser
eection
. ,.... c.. .
~.. .~. ........ t'1
. . it. ... .. .. ..., . - ·
-..... -~--.-~
Granular
bedding
NOTES:
1 The sump is measured from the lowest invert.
A Granular backfill to be placed to a minimum
thickness of 300mm all around the
maintenance hole.
B Precast concrete components according
to OPSD-701.030.
C Structure exceeding 5.Om in depth to include
safety platform acCording to 0PsD-404.020.
o Pipe support according to OPSD-708.020.
ONTARIO PROVINCIAL STANDARD DRAWING
E For benching details. maximum pipe
hole diameters and flow configurations.
see OPSD-701.021. .
F All dimensions are nominal.
G All dimensions are In mmimetres
unless otherwise shown.
PRECAST MAINTENANCE HOLE
1200mm DIAMETER
----------
----------
OPSD - 701.010
For adjustment
unit and frame
Installation aee
OPSO-704.010
Typ
'f-------1'
c'.!_______L~
- ------- :'
- ,
Tapered top
See alternative 0
and E
Riser sections
as required
I
Transition slab
See alternative C
. ... .,.
,..... ~.
. '\ t
..
'. .E
.f E
~ E
8
It)
-
1500mm dia
Riser eection.
as required
Bench or aump
Note 1
Precast atab base
See alternative
AandB
C TAPERED TRANSITION SLAB 0
125
150
150
NOTES:
1 For sump detaU see OPSD-701.010.
A Granular backfill to be placed to a
minimum thickness of JOOmm all
around the maintenance hole.
S Precast concrete components according
to OPSD-701.040. OPSO-703.010 and
0PS0-706.010.
C Structures exceeding 5.0m In depth to
Include safety platfonn according to
OPSO-404.020.
ALTERNATIVES
A PRECAST MONOUTHIC BASE
A
. -..., .
:'It :1.. I .. .
. ... .. .J1' .
Granular ~ . , '.. ....,. &
bedding ~.... . '..- ..... "
---.r-....:::.:.i.:...::~:!. :':::...:": :1'::"U
S CAST-IN-PlACE BASE
Steel ~nforcement
as specified
PRECAST FlAT eN' E 1500mm PRECAST
FlAT eN'
Flat Rat
cap cap
o Pipe support according to OPSD-708.020.
E For benching details. maximum ptpe hole
diameters and flow configurations. see
OPSD-701.021.
F All dimensions are nominal.
G All dimensions are in millimetres unless
otherwise shown.
........
ONTARIO PROVINCIAL STANDARD DRAWING
Apn1 1999
PRECAST MAINTENANCE HOLE
1500mm DIAMETER
OPSD - 701.011
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1. Right angle bend
4. Four way junction
2. Tee connection
5. straight through
7. Wye connection
8. 450 bend
3. Three way junction
6. Dead end
... . .
....\ /....
. , .
J4 . .....---' ,
'. . ... Concret~.. . .~'.' 50mm
mln
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.
D All dimensions are in milimetres or metres unless otherwise shown.
MAXIMUM SIZE HOLE IN THE WALL IN PRECAST RISER SECTIONS
Maintenance No.7
Hole Diameter No. 1-4 No. 5 & 6 No. 8 Inlet Hole Outlet Hole
mm mm mm mm mm mm
1200 700 860 780 700 860
1500 860 1220 960 860 1170
1800 1220 1485 1220 . 1220 1485
2400 1485 2020 1760 1485 2020
3000 1930 4 2300 1930 2450
3600 2195 3085 2730 2195 3085
ONTARIO PROVINCIAL STANDARD DRAWING .1998 03 01 Rev 1
========== (i)
OPSD - 701.021
MAINTENANCE HOLE BENCHING
AND PIPE OPENING DETAILS
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185mm 21m.
each way
PLAN
ALTERNATE STANDARD
HEIGHTS
A 198Dmm
B 1830mm
C 1520mm
~
115f1===J1-t15
.[
C Frame, grate and adjustment units shall
be installed according to OPSo-704.010.
o Pipe support according to OPSO-708.020
E All dimensions are nominal.
F All dimensions are in millimetres
or metres unless otherwise shown. ~
G 100mm oia. oQening to be provided in ....
base. Terrafix 270R to be placed between
base. and granular bedding to cover I
opening
ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 Rev
PRECAST CONCRETE
CATCH BASIN
600mm X 600mm, DEPTH - 4.0m MAX
NOTES:
1 Outlet hole size 525mm diameter maximum,
location as required.
2. 200mm diameter knockout to accommodate
subdrain. Knockout to be 60mm deep.
A All reinforcing steel shall have 25mm
minimum cover.
8 Granular backfill to be flaced to
a minimum thickness 0 300mm all
around the catch basin.
MODIFIED
----------
Date tMY_19~1
.I
OPSD - 705.010l.
NOTES:
1 Outlet hole size 525mm diameter maximum, location as required.
2 200mm diameter knockout to accommodate subdrain. Knockout to be 60mm deep.
A All reinforcing steel shall have 25mm minimum cover.
S Granular backfill to be placed to a minimum thickness of 300mm all around
the catch basin.
C frame, grate and adjustment units shall be 1nstalled
D Pipe support according to OPSD-708.020.
E All dimensions are nominal.
F All dimensions are in millimetres or metres unless otherwise shown.
, 'n f' flo r lab,
ONTARIO PROVINCIAL STANDARD DRAWING
PRECAST CONCRETE
TWIN INLET CATCH BASIN
600mm X 1450mm. DEPlli - 4.0m MAX
~
WWF +,B
18Smm2/m. each woy I
a a
t_ j
A l!:::: _ .
,
-~
lrj
I ~ 1 5~m overtop
.~T
Q
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PU\N+lB
c.
l1Sl'
c;
150mm overtop
C'
bedding
l..
C.
2-10M
In
,....
M
t
2-1SM
l1SJ
-l.
L I Cl25
600~ 115
BEAM DETAIL
ALTERNATE STANDARD
HEIGHTS
1980mm
1 ~30mm
1520mm
A
B
C
1830
-1:
1996 09 15
Date
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Pipe bend
Granular bedding
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Ot
~
Undisturbed ground
100mm min
Concrete bedding
"In width 600mm
Tee
Note 1
Construction line
150mm min
RISER DETAIL
Sewer main
NOTES:
1 For sewers smaller than 450mm dia
connections must be made using approved
factory made tees. For all other sizes.
either factory made tees or approved
saddles may be used.
A Concrete to be 20MPa at 28 days.
B All dimensions are in mlllimetres or metres
unless otherwise shown.
Bedding as
specified
CONNECTION WI11iOUT RISER
ONTARIO PROVINCIAL STANDARD DRAWING
Date
2
Date _____-
CATCH BASIN CONNECTION
RIGID PIPE SEWER
--------------
OPSD - 708.01
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MANHOLE FRANE 6: COVER
75 mm ClEARANCE FOR TOP 1WO STEPS ONlY SEE NOTE 5
CONCRETE eN>
MAXIMUM 300 men 8RlCI<WORt<
~
....
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5
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1460
SECTION A-A
UANHOLE SECTION 10 IotEET A.S.T.M.
SPEClF1CATION C-478 OR EQUIVALENT
130
.f1At:I
THE REGIONAL MUNIQPAUTY Of DURHAM
atECl<ED:
CEMENT BRICK SET IN 3 PARTS
SAND. 1 PART CEMENT MORTAR WIlli
15 mm PARGEO ON OUTSIDE. SEAlED
WITH twO COATS or BITUMINOUS PAINT.
MANHOlE SECTION TO MEET AS.T.M.
SPECIfICATIONS C-478 OR EQUIVAlENT
130
PARGE ouTsmE Of' JOINTS
20 IolPo CONCRErE BENCHING 10 BE
FORMED N'TER MANHOLE IS EREC1ED
11M. Of' 7S mm Of' 11 mm CRuSHED
CLEAR STONE COUPACIED
..- 200
1460
SECTION B-B
130
PRECAST FLAT TOP
NOTES:
1. PRECAST CONCRErE BASES SHALL BE USED ONLY WHEN GROUND COHOlTIONS
ARE DRY NfO f'IRM (STRUCT1JRAL1.Y SOUND).
2. lOP Of' 8ENCHlNC 10 BE SlOPED AT 2X to ~NEL.
3. N:('( PIPES ENTERING 1HE PRECAST SECTIONS, MUST NOT ENTER AT A
MANHOlE SECTION JOINT.
4. UF11NC HOLES IN PRECAST SECTIONS 10 BE COMPLEtElY Ru.EO WIlli 3 PARTS
SAND, 1 PART CEMENT MORTAR AND POINTED BEFORE BACKF1U.ING.
5. MANHOLE STEPS 10 BE POSmONEO AS PER STANDARD 5-111.
6. PRECAST Fl.AT TOP 10 BE USED WHEN TOTAl HEIOHT Of' PRECAST SECTION
IS LESS 1HAN 1.80 m.
7. GASKETS 10 BE Pl.ACED AS PER MANUFACTURERS SPECIFICATIONS.
8. fOR MH. DEPTHS GREATER 1HAN 5.D m, A MANHOlE SAFElY CRATING IS REQUIRED
MAX. SPACING BEtWEEN SAFE1Y CRATES IS 5.0 m.
I. fOR DEPTHS GREATER 1HAN 7.5 m, ntE MANHOlE MUST BE INOMOUALLY DESIGNED.
10. 11 mm CRUSHED CLEAR S1'ONE SHALL BE PlACED UNDER PIPE. AT THE MANHOLE.
10 ntE FIRST JOlN1'S.
11. THE F1RST PIPE LENCIH OUT Of' THE MANHOlE SHALL NOT EXCEED 1.80 m
12. fOR BENCHING OETM. SEE STD. OWG. NO. $-113.
ALL 0lMENSl0N$ IN M\WMETERS EXCEPT tIHERE NOlED.
WORKS DEPARTMENT
RE\'ISIOH MO.: 5
DA1E: 1186 OS 08
1200 mm PRECAST CONCRETE MANHOLE
8-101
APPROVED:
DA 1E:
1178 03 10
(fOR SEWER SIZES UP TO 600 mm ON STRAIGHT RUNS)
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130
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.
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... :. ..
- 4 -. - 4
...
to
o
..
l-- MANHOlE WALL--1
L
~
I.. YMIES
R-11
11 --t
t
:eL
It
R-11
1-11
TYPE 'A'
FOR POURED IN PV.CE UANHOI.ES
~
NOTES:
1. MATERIAL. FOR STEPS TO BE AL.UMlNUM #UI1Y 65 ST 4 (~
CO. OF' CANADA SPECIFICAtIONS).
2. DISTANCE BE1WEEN STEPS TO BE 300 nvn.
3. DISTANCE F'ROU STEP TO TOP OF BENCHING TO BE 300 mm MAX.
4. DISTANCE F'ROU BASE OF FRAME TO FIRST STEP TO BE 75 mm.
5. lAST STEP TO BE 300 mm NDIE BENCHING OR 600 mm NDIE
INVERT FOR PIPES lAAGER THAN 600 nvn OR 150 mm NDIE
SPRlNCUNE FOR PIPES 1200 mm AND lMGER.
I. 1Y<<) co.\1S OF' STATIC ASPHALT PAINT OR APPRO\IED EQUAL, ON
EMBEDDED 1iEC'I1QN.' . .
7. HOOK TO BE PLH:ED UPRIGHT IN BRICKWORK OR CONCRETE M.
REQUIRED.
8. RUNGS TO BE PLH:ED ON BUH< WALL.
THE REGIONAl MUNIQPAUTY OF DURHAM
CHECI<EO:
~~~
8
('oj
IIr-
if,
h-t=.."
t=. 1-11
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~ llJ
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L'
l--- MANHOlE WALL -
vARIES
19 --t .-
-0":11
TYPE 'B'
FOR USE IN BRICKWORK ONlY
M1N to
I 'MAX 100 I
MIN 120
MAX 130
.'
.~. 4'.
w
.: .~:' .
."
:: . . ...
..
EXTIWOEO HOUDW
ClRQMR SECTION
.a.=.e
'..
1IWfHOlL, I
WALL
HOUDW ClRCUI.AA
ALUMINUt.I STEP
~140:=I
210
A
:..J
POLYETHYLENE ANCHOR
INSUl.ATlHG SLEEVE
TYPE 'C'
fOR PRECAST IotANHOt.E SEC1lOHS
AU. OlMENSlONS IN MUJUETERS EXCEPT WHERE NOTED.
WORKS DEPARTMENT
RNSION No.: ..
0AlE: 1188 05 12
DAlE:
MANHOLE STEPS
APPROVED:
1178 03 10
8-111
NOTE:
CHANNEL IN DEAD
END NANHOlE TO
FINISH 225 mm
FROM UPSTREAM
WALL
STRAIGHT RUN
"Y' JUNCTION
45- BEND
90' BEND
NOTES:
1. 20 MPo CONe. BENCHING TO BE FORMED AFTER MANHOlE IS ERECTED.
2. ALL BENCHING 10 BE SLOPED AT 2X 10 CHANNEL.
3. BENCHING 10 BE 225 mm MIN. WIDTH.
4. 10 PROYIOE ADEQUATE BOfCHINC, THE t RADIUS or THE.1otANHOlE 1IENCttNC.5tW.L
BE "EQUAL"TO OR GRrA'I'ER 1'tlAN 1HE'1NSIDE 0lA. or THE 1.ARGEST PIPe FOR .
JUNCTION OR 1RANSlTlOH MANHOLES WHERE THE CHANGE IN AUCNUENT EXCEEDS 1 S.
5. AIJCNMENT or SEWER 10 EXTEND A 1ollN. or 150 mm INTO MANHOlE BEFORE A
aw<<;E IN ALIGNMENT BEGINS.
6. THE MAXIMUM ~ PIPE SIZES FOR PRECAST MANHOlES PROVIDED IN THE
TABLE ME 10 BE USED FOR 1RAHSmOH MANHOlES ONLY. THE SIZE or UANHOl..E
REQUIRED FOR "Y' ANO T JUNC110N Wl.l BE 0ETERMlNE0 AT THE 11NE or
ENGINEERIHC SU8UlSSlON.
''T' JUNCTION
ALL OlMENSlONS IN IolIWMElERS EXCEPT WHERE NOTED.
WORKS DEPARTMENT
RE\1S1ON NO.: 2
DAlE: 1185 05 28
lHE REGIONAL MUNIQPALlTY Of DURHAM
CHEa<ED:
APPROVED:
TYPICAL BENCHING DETAILS
FOR PRECAST MANHOLES
8-113
DAlE:
Ut78 03 10
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-
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FRAME PLAN
676
633
624
578
25
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575
667
845
I, I
SECTION A-A
THE REGIONAL MUNICIPAUTY OF DURHAM
CHECKED:
UFT HOLE
SEWER OR
WATER
COVER PLAN
t .24 -I
4.5 MAX. 29
=-l ~jt~1
r ~
~,1;-" 27 · ·
SECTION C-C
. f
"".co
ll;!
11=1
NOTES:
,. ALLOWABLE TOLERANCE FOR DIMENSIONS OF 300 mm
OR LESS IS ~ 3 mm.
2. ALLOWABLE TOlERANCE FOR DIMENSIONS GREATER THAN
300 mm AND UP TO 900 mm INCLUSIVE IS ~ 6 mm.
3. THE INIT1ALS OR MARK OF THE MANUFACTURER ARE
TO BE DISTINCTLY CAST IN RAISED LETTERS ON BOTH
FRAME AND COVER AS WELL AS THE DESIGNATION
'SANITARY', 'STORM' OR 'WATER'.
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
WORKS DEPARTMENT
REIt1S1ON NO.: 3
DATE: 1998 03 03
APPROVED:
ROUND MANHOLE FRAME
AND CLOSED COVER
8-117
DATE:
1981 04 01
fiNISHED SHOUlOER GRADE
t Of ROAD ALlOWANCE
E
E
on
.
,...
N
~
~
PROPERlY UNE
SHORT u:NGTH OF A.C. OR V.C.
OR P.V.C. SOR 28
E E
FUll lENGTH A.C. OR V.C. OR
P.V.C SOR 28
'A' - MIN. 75 mm, MAX. 125 mm OBVERT TO OBVERT
's' - MAX.. 300 mm OBVERT TO OBVERT
CONNECTION
INVERT
SANITARY SEWER HOUSE CONNECTIONS
1. IN NEW SUBOMSIONS 11iE SANITARY SEWER AND WATER SERVICE
CONNECnONS ME. 10 BE INSTAU.ED IN SEPMAlE TRENCHES.
IN CASES WHERE 11iE SEPMAlE TRENCH INSTAUAlION IS
NOT PR1C1'ICH.. SAtITARY SEWER NI) WATER SERVICE CONNEC11ONS
MAY BE INSTALLED IN A COMMON TRENCH IS PER 0ErM. 'A',
2. IN NEW SUBOMSIONS ALL CXlHNECTIONS 10 THE SEWERS ME. 10
BE MADE WIIH A FICRlRY UNIJF'~ T. FOR CONNEC11ONS
10 DISI1NC SAtITARY SEWERS. cmiER 1HNl P.V.c. OR A.B.S. tRUSS
PIPE. A SAOOlE CCiNNECnoN MAY BE USED. UORTAR-oN SADOC.ES
10 BE USED ON CONCRETE PIPE CftfATER 1HNl 4SO mm DIAUEI'ER.
CONNECnONS 10 DISI1NC P,V.c. SEWERS ME. 10 BE MADE WIIH
A FICRlRY UNIJF'~ TEE OR Nt APPROVED SADOLE.
INSIDE CIRCUMFERENCE CONNEC11ONS 10 DISI1NC A.B.S. tRUSS PIPE ME. 10 BE MADE WITH
OF PIPE A SOL~ WELDED SADOLE.
3. 45' S1RAP ON SAOOlE 10 BE USED ON SEWERS ornER 1HNl P.V.C.
OR tRUSS PIPE, WHEN lATERAL INTERSECTS. SEWER NAIN AT Nt
H:UIE ANGLE.
4. 11iE SEWER CONNECI1ON SHALL BE ~ FROM 11iE MAIN 10 1.5 m
8E'tOND THE PROPERTY UNE IN NEW SU8OMSlONS ONLY. SEE $-411
FOR WATER SERVICE CONNECTION OErAltS.
5. 11iE END OF ALL SEWER PIPE MUST BE w.cHINED. ALL CU1lING AND
watNE 10 BE DONE BY CXlNTIW:I'OR. -
6. A COUPUNC SHALL BE INSTAU.ED AT DEAD END AND SHALL BE
PUJCGE]) USlNC A WATER 11GHT PLUG.
7. OEFI.ECTIONS OF PIPE AT .IOINTS IS NOT 10 EXCEED 75 mm
I.E.: 150 mm MAX. 0EflEC110N FOR A 3 m LENGTH OF
AS8ES1'OS CEMENT PIPE
75 mm MAX. 0EflEC110N FOR 1.8 m LENGTH OF
\'ETRlf1ED aAY PIPE
8. PIPE COUPUNC 10 BE 'RINC-TlTE' OR EQUIVALENT. P.V.c. 10 BE
BEU. HI) SPIGOT JOINT.
S1. REFER 10 STD. 5-304 FOR BEDOINC REQUIRENENTS FOR P.V.C.
SEIMCE CONNEC11ONS lItO ctASS '8' BEDOING FOR A.c. HI) V.C.
PIPE IS PER $-4()1.
10. WHEN MORTAR-oN SADOC.ES ME. USED, A MACHINE cur OPENING IS 10 BE
MADE IN lItE SANITARY SEWER WIIH A CORING UACHINE.
'TN4PIN" EXPANSION
ANCHOR
CUT 0PENlNC
MORTAR-ON SADDLES FOR CONCRETE
MAINS OVER 450 mm DIAMETER
~mitiORVCOR
SADDlE BRANCH
A
~
TOP VIEW
STAINlESS IF{ RING SE'Al ACCOROING TO
S1m. NUT MANUFACTURERS
AND SPECIF1CAlION
WASHER
--- STAINlESS S1m.
SECTION 'A-A' S1RAP
THE REGIONAl MUNIQPAUlY OF DURHAM
atEa<m:
NOTES:
FHSHED GRADE
d - MIN. 75, DEPTH OF BEDOlNG
BELOW PIPE.
Be - 0UTSl0E DIAMETER
Bd - MINIMUM WIDTH Of
TRENCH
- Be + 600 WITH MIN. OF
SIOO OR Be + WlOlH
OF SHORING + 600
Bd
DETAIL A'
COMMON TRENCH DETAIL
ALL DIMENSIONS IN MlWMETERS EXCEPT Vt'HERE NOTED.
WORKS DEPARTMENT
RE\1S1ON NO.: 7
DAlE: 1tS18 03 03
SANITARY S8WER HOUSE CONNECTIONS
APPRO\fJ):
DAlE:
1S181 04 01
(150 mm & 100 mm PIPE)
8-301
I
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ROAD ALlOWANCE I ~ PRIVATE PROPERlY
1--1AAX. 3 m I
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It)
-
I
31
I,
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135 mm SUOE TYPE
VILVE BOX " COVER
22.5X ~ BENDS
SURFACE CLEANOUT
NOTES:
1. WHEN THE ClEANOUT IS LOCATED IN A DRIVEWAY, A
STANDARD VILVE BOX IS REQUIRED.
2. REFER TO BEDDING DETAIL STD. 5-401.
ALl OCMENSlONS IN MlU..INETERS EXCEPT WHERE NOTED.
lHE REGIONAL MUNICIPALITY Of' DURHAM
CHEa<ED:
NIPRCMD:
DAlE:
1178 OJ 10
VALVE BOX FOR P.V.C.
SANITARY SEWER CLEANOUTS
WORKS DEPARTMENT
RE\1SlON NO.: 5
DAlE: 1111 02 01
8-303
CONCRETE ARCH
CLASS B
CONCRETE AND C.P.P. .PIPE
Lf - 1.1
..
CLASS P
P.V.C. AND V.C. PIPE
lHE REGIONAL MUNIQPAUTY Of' DURHAM
QtEQCED:
SAND BACKF1LL COt.CPACTEO
TO 98ll: PROCTOR 0ENSI1Y
~N OR REINFORCED
CONCRETE MIN. 15 MPa
DRY TRENCH
19 mm CRUSHER RUN
UMESTONE COMPACTED
TO 98 X PROCTOR
0ENSI1Y
WFT TRENCH
Hl8 8u:N0 OF
CRUSHED ClEAR
STONE
CLASS A
REINFORCED As - 1.OX 4- 4.8
REINFORCED As - 0.4X ~ - 3.4
~ Lf- 2.8
SAND BACl<FLL CQMPACTEO
10 ea PROCTOR 0ENSI1Y
SAND BEDOING IHJ COYER
CClIotPACTEO IN 150 mm lAYERS
10 ea PROCTOR 0ENSI1Y
MY TR9fCH
19 mm CRUSHER RUN
UUESTONE COIlPACTEO
10 98 X PROCTOR
0ENSI1Y
WET' TR9fCH
HL8 BlEND Of'
CRUSHED ClEAR
SlONE
SAND BACl<FLL COMPACTEO
10 ea PROCTOR 0ENSI1Y
MY TR9fCH
19 mm CRUSHER RUN
UMESTONE COMP1l:TEO
10 98 X PROCTOR
DENSITY
WET' TRfNCH
HL8 Bt.ENO Of
CRUSHED ClEAR
SlONE
I
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I (MIN. 900) I
t
8
f'l
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-.
CONCRETE CRADLE
I
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DUCm.E IRON PIPE
I
LEGEND
0.0. - OUTSIDE DIANETER OF PIPE
4 - lOAD fAClOR
As - MEA Of stEEL
I
I
NOTES:
1. 8EDDING MATERIALS SHAU. BE FUU.Y EXTENDED
IHJ COUPACTEO AGMm' TRENCH WALLS.
BEDOINC MATERIALS SHAU. BE PlACED NW
COt.IPACTEO IN 150 mm lAYERS.
2. NO MECHANICAL COMPACIlON EQUIPMENT SHAU..
BE USED ON TOP OF PIPE PRIOR 10 PU.ClNG
A MINIMUM OF 300 mm COlIER.
3. PIPE SHAlL BE BEOOEO 10 PROPOSED LINE
NW GRADE WITH UNlf'ORM NW CONTINUOUS
SUPPORT FROM BEOOlNC. Bt.OCl<lNG WITH IN(
HARD OBJECI' SHAlL NOT BE USED 10 BRINC
1liE PIPE 10 GRADE.
4. FILTER FABRIC SHAlL BE USED F CROUNO
WATER TABlE IS NKNE 1HE TRENCH BED OR
F GROUND WATER IS FlOWING INTO TRENCH
tHROUGH THE EMBEDMENT ZONE.
AU. DIMENSIONS IN MIl.LlMETERS EXCEPT 1IiERE NOlED.
WORKS DEPARTMENT
~SlON NO.: 4
DAlE: 11ta 03 03
I
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APPR<NEO:
SANITARY. STORM AND
WATER (MAIN AND SERVICE)
TRENCli BEDDING DETAIL
8-401
I
DAlE:
Ul78 03 10
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WIOTH Of TRENCH
nuDER OR STm. BEAM
Of ADEQUATE S1~E
GROUND
aEVAllON
~ ~:JOO NOT RalO"JE
--rV'..- HANGERS UHTll
-r+ I BACKflWNG
-'.3001- OPERATIONS ~
I I THIS POINT
GRANUlAR C; r.:i: ; .
..~ +
188
8 "'~
S:;N .
z" z.
! :Ei
Is :s
<:I :EO')
NEW SEWER OR
. WATERMAlN
SECTION LONGmJDINAL SECTION
CI F-ARANCE GRfATER THAN 1200
'Z:'"
. .. EXIS11NG SEWER
OR WATEIWAIN
~ _,--IU BLEND
)E a.EAR UMES1'ONE
II ~ED~5X
~
II::
<:I
NEW SEWER OR
WATERUAIN
SECTION LONGmJDINAL SECTION
CLF-ARANCE NOT GREATER THAN 1200
ALL DIMENSIONS IN MlU.IUETERS EXCEPT WHERE NOTED.
lHE REGIONAL MUNIQPALlTY Of' DURHAM
CHa<ED:
APPA<MD:
SUPPORTS FOR WATERMAlN, AND SEWERS
CROSSING TRENCHES .
WORKS DEPARTMENT
RE\1S1ON NO.: 4
DAlE: ,'" 02 01 .
DAlE:
8-407
1183 04 11
SLIDE TYPE
GRADE
FINISHED
GRADE
135 mm SUOE T'I'PE
- VALVE BOX" COVER
~
EJ!!
00
t-iz
'112
~~
~~
....,
IRON .t:ENTRE EXTENSION
(AS REQUIRED)
50 mm 0PERA1lHG NUT
OPEN TO LEFT
GUIDE PLAlE
RESlUENT SEAT
MEaiANICAL JOINT I
GAlEVA1.VE
A.W.w.A. C-509 I
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0
/ \ d
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19 mm
RUN UNESTONE
NOTES:
1. VALVE BOX TO BE ADEQUAlELY BRACED WiLE BAa<F1t.UNG
ANO WST REMAIN PlUMB
2. VALVE BOX EXTENSION TO BE USED ONLY F REQUIRED.
3. REFER TO SCHEDU.E 'C: OF STANOARO WATERMAIH
SPECIF1CA lIONS fOR PLACEMENT OF MARKER STAKES.
4. VALVE TO BE COMPlElELY BAa<f1U.ED WlH 19 mm
CRUSHER RUN t.JMESTCNE.
5. YH:N 1HE OEPlH OF 1HE OPERA11NC NUT IS GREATER
1HAN 2.0 m BELOW f1NISHED GRADE 1M EXlENSION
STEM IS REQUIRED.
6. AU. INUNE VALVES INSTAUm ON PYC WATERMNN TO BE
RESlRAINED AS PER 5-430, UNlESS OlHERWSE NOTED.
7. F VALVE BOX IS LOCATED IN A GRAVEL MEA.
A 1.Om x 1.Om ASHPHALT ca..LAR IS REQUIRED.
AU. DIMENSIONS IN MlWME1'ERS EXCEPT Yl1iERE NOTED.
1HE REGIONAL MUNICIPALITY OF DURHAM
Q€QCED:
WORKS OEPARlNENT
RE\1SlON NO.: 12
OAlE: 1ttt 02 011
AfIPRO\U):
100 mm TO 400 mm GATE VALVE
AND VALVE BOX
8-408
DAlE:
1lt1 11 15
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~ HYDfWlT
IT
:s 8
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.~I~~1i:~~I;~~:~~i~~
2
~
~
./ADJUS1'ABLE VALVE BOX TO BE SEI'
./ FWSH WITH FINISHED GRADE
8EDOING " BIoCKFI.L AS
SPEClF1ED ON COHT'RACT owes.
...~.,. "';.: t. ., ......~. .t: ... :~ _.....:.~.
.~ ~... 'i~ ~~:! .:.:.~ '.::'6.::~~;::.~...:-::..'":!::: '.:'~::'.:.:z:~'.
...... 00: In Ok 4:- ..~ -....... r. ........,. .,.-..... ~
: .. :!-::: ... .~:..;. .::'\.j:; ~\.~\.::: .~::~~.:::~..: -:.;. ~~.*:
I .. ......., ".. .. '~..to '...0.... #'. ......
..... ...... ,.: J>" ":...-........ 0- ..."...,.." .....
... 100
ANCHOR lEE
0.20 mm POLYE11M.ENE
BOND BRfAKER lYP.
150 . rnm WA1'ERUAIN
SClUD CONCREtE BlOCK
CONCRErE BlOCK 300 mm x 200 mm x 200 mm
300 mm x 200 rnm x 200 rnm
NOTES:
1. 1HRUST BLOCKS TO BE 20 Y'a CONCREtE
2. DRAIN HOlES TO BE PI..UGGED
3. HYDRANT EXTENSIONS TO BE INSTAI..LfJ) AT BOl'l"OM OF BARREL
4. ANCHOR TEE. VALVE " HYDRANT TO BE COMPLETELY BACl<fUED
WITH 19 mm CRUSHER RUN UUESTONE WHEN USING ClASS .".. BEDOlNG
5. WA1'ERUAIN 1RIoCER WIRE TO BE lNSTAI..LfJ) IN VALVE BOX
AS PER STANO,W) DRAWING 5-425
6. F HYDRANT REQUIRES 14XESS ACROSS DITCH. INSTAU.ATlON
MUST BE IN IoCCORONK:E WITH STANDARD DRAWING 5-428
lHE REGIONAL MUNICIPALITY Of' DURHAM
0iE0<ED:
AU. OlMENSlON5 IN MlWMETERS EXCEPT Ye1iERE NOTED.
WORKS DEPARTMENT
~S1ON NO.: 10
DAlE: 11t8 03 03
AI'fIRCMD:
HYDRANT ASSEMBLY WITH CONCRETE
THRUST BLOCKS
(OTHER THAN P.V.C. WATERMAlN)
8-409
DAlE:
"78 03 10
~!
COPPER 10 COPPER COUPlING
10 BE USED WHERE REQUIRED.
BRASS SERVICE GROUND CLAMP
C;/W ANODE WIRE CONNEC1'OR
($a HOlE 7) .
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~ISHEDROAOGRAOE
\ .
r ..,,~'"
I
FlNISHED GRADE
REfER TO 5-4<45 FOR
CURB STOP LOCATlONS
ROO
SERVICE BOX : ECLIPSE PATTERN NO. ~ ~
- CURB STOP -- "
~
-
TRACER -WIRES CONNECTED
10GEIHER USEING A SPLIT
BOlT , 10 CONNEC1'QR.
-1-1SO -I
SO mm. x 1SO mm x 300 mm
CEDAR BlOCK ~ .
ON UNDISlURBED GROUND
BRASS SERVICE GROUND ClAMP
c/W 1M::ER WIRE CONNEC1OR
TRACER WIRE COAlED 7 STRAND.
12 GAUGE 1W75. 1WU75 OR RW 80 )(LPE
WIRE RATED liT IINUS .4O"C.
NOTES:
1. FOR CONNECTIONS tMGER TtWf 25 nun. REFER 10
THE REGIOtW. IotUNICIPAlJ'IY Of' DURtW.t FOR THEIR
REQUIREMEN1S FOR F1111NGS.
2. AU. MATERIALS 10 BE SUPPLIED BY THE CON1'RACTOR.
3. THE WATER CONNEC11ON SfW.L BE LAID FROM THE MAIN 10
1500 mm BEYOND THE PROPERT'f lINE. IN NEW SUBOMSlONS ONLY.
4. HORIZONTAL GOOSE NECK 10 BE USED WHEN COYER LESS
TtWf 1700 mm.
5. WA1ERMA/N 10 BE TN'PED UNOER--PRESSURE.
6. SERVICE GROUND a.AMPS AHO SPLIT BOLT SfW.L BE
WRAPPED WITH ELECTRICAL PUllY.
7. ANODE 10 BE ~ AT LEAST 1.0 m NllAY FROM THE SERVICE
AHO IS DEEP IS THE B0110M Of' THE SERVICE-
8. ANODE SfW.L BE lOCATED BE1WEEN THE MAIN STOP
AHO CURB STOP.
AU. ~ IN MWMETERS EXCEPT YMRE NOTED. I
117e 03 10
LAYOUT OF PIPE AND FITIINGS FOR
19 mm AND 25 mm COPPER WATER
SE~CE ON NON - FERROUS WM
WORKS DEPARTMENT I
I
RE\'ISION NO.: 7
DAlE: 2000 03
1HE REGIONAL MUNlQPAUTY Of' DURHAM
CHaCED:
APPRO\/ED:
DAlE:
8-414
Cl tfY'DR,OO"
IT
~ ~
iL
ATTACH TRACE WIRE
UP THROUGH SPUT
RING ANO fASTEN
LJl
WRAP 'tRACER WIRE
ONCE MOUND
HYDRANT BARREL
:rRACER WIRE COATED
7 STRANO 12 GAUGE
1W7S. 1WU7S OR
RW 80 XlPE WIRE
RATED AT MINUS 4O'C
ADJUSTABlE VALVE BOX TO BE SET
FlUSH WI1H FIN1SHEO GRADE
2
~
I
,. .... CRUSHER RUN
IJIG'R)NE CC)UIW:IED
10 ta PROCn:lR
0ENSI1Y
150 an GAlE VALVE
150 an D.L
OR P.VJ;. wu.
1RACER WIRES CONNECI'ED 1OGE1HER .
USING A SPUr".8Ot.T , 10
SPUr BOLT SfW.L BE WRAPPED IN
EI.EC'IRICAL PUnY
=,
UlN eoo
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.JOIN1'S 10 BE MECHANICALLy RESTRAINED
AS PER.$-430 AND ~
ANCHOR lEE
BONO BREAKER
CONCREI'E Bl.DCK
1. an CRUSHER RUN
lIMESTONE COMPH:TED
TO t8X PROCTOR
DENSRY
CONCRE1E BlOCK
300 """ x 200 "'"' x 200 an
NOTE:
1. TRACER WIRE COATED. 7 STRANO. 12 GAUGE 1W75. 1WU75 OR
RW 80 XlPE WIRE RATED AT MINUS 4O"c.
2. TRACER WIRE TO BE INSTALLED AT AU. HYDRANT lOCATIONS.
APPRCMD:
TRACER WIRE ARRANGEMENT AT
HYDRANTS FOR WATERMAlN PIPE
AU. I1tMENs1ONS IN ULLIME1ERS EXCEPT YAiERE NOTED.
WORKS DEPARTMENT
RE\1SION NO.: 1
DAlE: 2000 03 "
1HE REGIONAL MUNlQPAUlY OF DURHAM
CHDCm:
GAlE:
8-423
,..e 03 03
13 mm ROUND HOlE
'Mni GROMMET
NOTES:
1. lRACER 'MRE COATED. 7 SlRAND.
12 GUAGE 1W75. TWU75 OR
RW90XlPE 'MRE RATED AT MINUS
4O'C.
2. lRACER WIRE TO BE INSTALLED
OUTSIDE VALVE BOX AND BROUGHT
INTO UPPER SECllON lHROUGH 13 mm
ROUND HOLE AND LOOPED AT TOP.
LOOP TO BE MIN. 450 mm IN LENGlH.
3. 1RACER WIRE TO BE INSTALLED IN
ALL MAIN LINE VALVE. BOXES.
VALVE. BOX AS
PER s-coa
TRACER WIRE CONNEcrED
TOGETHER USING A SPlIT
BOLT , 10 CONNEC1OR.
SPlIT 1IOLT stW.I.. BE
WRAPPED IN ELECTRICAL
PUTlY.
WA'IERMAlN
THE REGIONAL MUNICIPALITY OF DURHAM
CHacED:
AU. OCUENSIONS IN MU.IMETERS EXCEPT Yf1ERE NOTED.
WORKS DEPARTMENT
REWiION NO.: 10
DA1E: 1118 03 03
APPRQ\U):
TRACER WIRE ARRANGEMENT AT
VALVE BOX FOR P.V.C. OR C.P.P. W.M.
(MAIN UNE VN...VES ONLY)
8-425
DA1E:
,.N oe 15
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PROPOSED
P.V.C. WATERMAlN
VILVE TO BE LOCKED ~o
OPERATED BY REGIONAL
PERSONNEL ONLY
EXISTING oucnLE IRON
OR P.V.C. WATERMAlN
IMINo 600
19 mm MAIN STOP 10 BE
REUOIIED IMD ~
WI1H A 19 mm BRASS PlUG
NTER TES11NC HAS BEEN
COIA.ETEO
COPPER COUPRE$SlON
.IOlNT 10 MALE LP.T.
COUPUNC
~
19 mm CORPORA11ON SERVICE TEE
NOTES:
1. TRENCH TO BE LEFT OPEN ~D FENCED IN
ACCORDANCE WI1H SAf'[tY REGUlAllONS
2. lNSUlA110N or WATERMAlN BY-PASS REOUlREO
DURING fREEZING CONOl11ONS
THE REGIONAL MUNIClPAUTY Of' DURHAM
aEa<ED:
APPR<MO:
DAlE:
1M2 03 19
MIN. 600,
19 mm TYPE "K"
COPPER
19 mm 8ACKFLOW PRf.VENTER
19 mm CURS STOP MAY BE
OPERATED BY 1HE CON1'RACIOR
AU. DIt.IENSlONS IN MlUJt,IETERS EXCEPT v.ttERE NOTED.
WORKS DEPARTMENT
RE\1SlON MO.: 3
DAlE: 1919 02 09
19 mm TEST POINT BY-PASS
8-429
SERRATED $PUT FlANGE
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SERRATIONS
FlJ\NGE JOINT
UNI-FlJ\NGE SERIES 900
RESTRAINER OR APPROVED
EQUIVAlENT
100 mm TO 300 mm
SERRATED $PUT
CWFING RING
NOTES:
1. ALL 801.15 ANI) NUTS SHALL BE
CORE-1EN STm. OR EQUIVALENT.
2. REFER TO STANDARD OWG. 5-431
FOR lENGIH OF' .IOlNTS TO BE
RESTRAINED.
3. ONE 5.4ll4I ZINC NtOOE IS TO BE
INSTALLED ON E'ACH RESTRAINER.
4. NtOOE WIRE TO BE FASTENED TO
RESTRAINER wmt 1HERMlTE WELD.
5. ALL 1HERUITE WELD CONNECT1ONS
TO BE COAlED wmt -ROYBOHO 74"1'
. 1"RIUER" ANI)' ROYSTON "11ANDY' eN'"
OR N"PRO\/ED EQUM..
6. MINlUUU HORIZONTAL DISTANCE
8E1WEEN NIOOES 1.0 m.
lHE REGIONAl UUNIQPAUTY OF' DURHAM
CHEacEO:
1:JQIE:
Nt( CONNECTION TO OTHER
RMCED PIPE REQUIRES AN
ADOl11ONAL RESTRAINER TO
1HE P.Y.c. PIPE.
UECHANICAL JOINT
UNI-FlANGE SERIES 1300
RE:STRAINER OR APPROVED
EQUIVAlENT
100 mm TO 400 mm
fIVe PIPE
BELL JOINT
. UNI-FbANGE SERIES 1350
RESTRAINER OR APPROVED
EQUIVALENT
100 mm TO 400 mm
ALL OIUENSIONS IN MlU..IUETERS EXCEPT YfiERE NOlED.
WORKS DEPARTMENT
RE\1SlON NO.: 5
DAm 1115 04
APPRO't'ED:
RESTRAINED JOINT DETAIL
FOR P.V.C. PIPE
8-430
DAm
1182 05 31
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I TRENCH WIDTH I
RESTRAINED JOINT SEE
5-430 FOR DETAIL
.. _ "'"'"'" ..... '. . . . "', "'N'~
UMESTONE COMPACTED ..~.. .....
TO 98 X Of" PROCTOR . ..... ~ '.. 0 D.
0ENSI1Y. -L- -..... of' : .: .
.", . ..'
7;- "'. MIN. JOO
19 mm CRUSHER RUN
UMES10NE COMPACTED
TO 98 X Of' PROCtOR
DENSITY
Ml.E
8
I TRENCH WlO1H I
-'-
, ; ....... ...... ';'. 150
.....~~.;~.~
::.~:.~:i:~.~.~ ~
.-".":", " ~"': . 150
a. . ..-=
SECTION A-A
HORIZONTAL DEFLECTION
RESTRAINED JOINT SEE
5-.430 FOR DErAIl..
19 nvn CRUSHER RUN
Ut.tES1ONE OOUPACTED
TO 18 X Of'
PROCTOR DENSITY
I TRENCH WI01H I
:';~ ~:--~':. ':::;'1
.:~... ....~., a:. ".'!" . MIN.
~.:~.r~. -~: ~~
....... .:.... 0.0
.. ... .
....: . ....,1.
~~"'... ......00..
SECTION C-C
UPWARD THRUST
#
Cl.EAR STONE FOUNDATION
AS REQUIRED SEE NOtE No. 5
SECTION B-B
DOWNWARD THRUST
VERTICAL DEFLECTION
NOTES:
1. ALL JOINTS ENCOUNTERED WITHIN THE SPEClRED
REStRAINlNC LENC1H -L- SHAU. BE RESTRAINED
ON EACH SIDE Of' THE F1T11NC.
2. REFER TO STANDARD owe. S-430 FOR JOINT
RESTRAINlNC DErAIl....
3. GRNU.M THRUST BLOCKS SHAU. BE FUlLY .
EXTENDED AND COMPACTED NWNST TRENCH WALLS.
4. GRNU.M THRUST BLOCKS SHAU. BE ENClOSED
WITH ALTER FABRIC F GROUND WATER TABLE
IS NKNE THE TRENCH BED OR F GROUND WATER
IS SEEPING THROUGH TRENCH WALLS
5. F THE BEARING CN>N:;ffY Of' TRENCH BED
RESISTING DOWNWARD THRUST IS LESS 1lWl
100 KN/m2. a.EAR STONE FOUNDATlON StW.l.
BE PRd\IIoEt) AS DIRECtED BY THE ENGINEER.
6. WHEN F'ITTIt4GS.ARE PNmALLY OR FULLY EXPOSEQ
UNDER PRESSURE. ALL JOINTS UUST BE RESTRAlHED.
7. ALL PIPE AND F1T11NC JOINTS SHAU. BE RESTRAINED
IN EARJH FI.L APPUCATIONS.
8. ALL FERROUS F1T11NCS AND RESTRAINERS TO BE
CA1HOOlCALLY PROTECTED AS PER 5-438.
lHE REGIONAL MUNlQPAUTY Of DURHAM
CHEa<ED:
OER..
ANGlE
11.25"
22.5"
4S'
90'
WIlE NO. 1
IotlNtUUU OIUENSION FOR
GRANUI.AR THRUST BLOCI<S
PIPE 0lAUETER
200 300
500 600
500 600
550 650
700 850
400
700
700
750
950
100&150
400
400
450
600
TABLE NO. 2
-L- UlNIUUU RES1RAINlNG LENGTH (m) .
VERTICAL DEFLECTION .' HORIZONTAl
~ DOWNWARD THRUST UPWARD THRUST DEFLECTION
(mm). t1.2S 22.5" '.4S' 11.2$' 22.5" 4S' 11.25" 22.5" 45' 90'
100&1 1.5 2.8 4.9 4.9 7.5 10.1 1.5 2.8 4.9 8.1
200 - 2.0 3.7 6.3 6.3 9.6 13.1 2.0 3.7 6.3 10.5
300 2.8 5.2 9.0 8.8 13.4 18.3 2.8 5.2 9.0 14.9
400 3.6 6.7 11.6 11.2 17.2 23.7 3.6 6.7 11.6 19.3
AlL 0lUENSI0NS IN UIWMETERS EXCEPT YiHERE NOTED.
WORKS DEPARTMENT
RalSlON NO.: 2
DA1E: 1195 02
APPROVED:
JOINT RESTRAINING LENGTH
FOR P.V.C. PIPE
(IN COMBINATION wm-r GRANULAR THRUST BLOCK)
8-431
DAlE:
1"' U '5
i
-
i
ADJUSTABLE VALVE BOX TO BE SET
flUSH WITH F1N1SHEO GRADE
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~ HVDRANT
IT
; 8
i tn
L
ATTACH TRACE WIRE
UP tHROUGH SPlIT
RING AND fASTEN
WRAP TRACERWlRE
ONCE AROUND
HYDRANT BARREL
"
18 mm CRUSHER RUN
UIESIONE CCJIoIW:IED
10 leX PROCIOR
DENSI1Y
'150 mm Gf.1E VALVE
150 mm OJ.
OR P.V.c. w.
I
.
I "
.
I
1IW:ER WIRES CONNECIED 10GETHER I
USING A SPUr BOLT , 10 CONNmOR
SPIJI' BOLT ,SHALL ... WRAPPED ..
ElECI'RICAL PUnY
MAX
,.1001
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11 mm CRUSHER RUN I
lJUESTONE COMP~
TO leX PROCTOR
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... 100
.JOINTS TO BE UECHANlCH.LY RES1RAINED
REFER TO NOTE 1 FOR IotEIHOD OF'
RESTRAINING .ans
NCHOR lEE
8ONO BREAKER
CONCREIE 8lOCK
CDNCRE1E BlOCK "
""300 mm x 200 mm x 200 mm
" NOTE:
1. WHEN PVC WIot IS INSTAU.EO. .ans ME TO BE RESTRAINED
AS PER DWGS. 5-430 AND 5-433.
WHEN 01 WIot IS INSTAU.EO. .JOINlS ME TO BE RESTRAINED USING
REl'AINER GlN<<)S AS PER DWG. 5-417.
2. REFER TO 8EDOING DErAIL 5-1()1.
3. H't'DRANT DRAIN HOLES TO BE PWGGED.
4. H't'DRANT EX1'ENSIDNS TO BE INSrAl.LED AT BOTTOM OF' BARREL
5. NCHOR lEE. VALVE " HYDRANT TO BE COMPlETELY IMCKF'UED
WI1H 11 mm CRUSHER RUN LIotES1'ONE.
6. WA1ERUAIN 1RACER WIRE TO BE INSTALLED ... VALVE BOX AS PER
STANDMD DRAWING 5-425.
7. F HYDRANT REQUIRES ~ ~ DITCH. INSTALlATION MUST
BE .. ~ WITH STANOMD DRAWING 5-428.
APPRCMD:
HYDRANT ASSEMBLY WITH
MECHANICALLY RESTRAINED JOINTS
AU. DIMENSlONS If MILLIotETERS EXCEPT WOE HOlED.1
WORKS DEPARlMENT
RE\1SION NO.: 8
DAlE: 2000 03
1HE REGIONAl. MUNtClPAUlY OF' DURHAM
CHaCED:
DAlE:
1182 05 31
8-432
l;>:;.~,/~.:;r&;
.:4' : :'. ~':~.;.: ...-- NEQWflCAL JOINT eN>
.. ~ .~. ~~ c- .. ~
L.......:..... .... U-
. .. -: :- ~ - .. -- . . .' . .... . .
~ . / J ~;. ~~::~.~:>~ ./ IAVJt'lN'"
. .. I ----uHOlSTURBED GROUND ~
"'-L.RESTRAINED ~ -t150~Y~. ELEVATION
JOINT '
PLAN DEAD ENDS
4. GRN<<JI.M 1HRUST IIU)CI(S stWJ. BE ENCLOSED WITH
f'LTER FABRIC F CROUHO WATER TIBlE IS NI(NE 1ME PIPE "l" NIN. RESTRAINING
TRENCH BED OR F GROUND WATER IS SEEPINC 0lA. lENCTH (m)
tHROUGH TRENCH WALLS.
5. WHEN FITTINGS Mf: PARMU.Y OR FULLY EXPOSED 100&150 15.2
UNDER PRESSURE. AU.. JOINTS MUSt' BE RESTRAINED.
fi.W-~ f.fl. ~~ stWJ. BE RESTfWNED 200 11.8
7.~ ~NI)AS~.TO BE 300 27.7
8. AU.. SlOES TO BE RESTlWNED FOR IN LINE lEES. 400 36.3
AU.. 0lMENSl0NS IN NlWNETERS EXCEPT wHERE NOTED.
WORKS DEPARTMENT
RE\1SKlN NO.: 4
DA1E: "" 02 01
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I~
x
A'"n'! . .... .
c,. GRN<<JI.M 1HRUST BtDCK
.' .......'1 .... U~,.,~. .~Z 11 mm ~ RUN
L ... '." . . . t _:I UNESTONE CONPACTED TO {..
Ii':' .::. . ~ ,..~~18 X PROCtOR 0ENSf1Y. 0
~ ~ . ~ ~~ .~~ ~
! ~t:z;' Cl :. /;"L _______utOS1UR8ED
. \. :: :;".: :;: .~z GROUND
. ~.: ... ...., t~5
. ..
""'" .
RESTRAINm TEE
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.....c
TRENCH WIOTH
PLAN
;~
TRENCH WIOTH
.~:: ~~~ ~ ~~~ . J:V-;GfWUNt 1HRUSI' BLOCK
III J.i:i ~ ~l .-.~'~" ..: 11 mm CRUSHER RUN
~ ""'" .... I.IolES1ONE CONPACTED TO
~ . ... 18 X PROCtOR 0ENSf1Y~ ~
II ..~. " .....
. .'
~~ ~ r:: lii~'~_!MN
..,". '. <....: :1.., I!I 150
\ '. 4.. . . # . i-
." ~~, ... Pit.......,. '!'!Il.-
....... . ... -
"l~ ,..
I. TRENCH WIOTH I I
PLAN
"""n.
NOTES:
PLUGGm CROSS
1. AU.. .IOINTS ENCOUNTERED WITHIN 1ME SPECFIED
RESTRAINlNC LENG1H (L) SHAU.. BE RESTRAINED FRON
1ME FIRST .IOlNT ON FIT11HG.
2. REFER TO S1'ANOMO OWG. S-4JO FOR .IOlNT
RESTIWNINO DErAIL ANO T1PE.
3. GtW<<MR 1HRUST BlOCI<S StW.L BE FULLY EXTENDED
ANO CONPAC1'ED HWNS1' TRENCH WALLS. F TRENCH
'WAU.. Mf: SATURATED OR 0ISTUR8ED. SPECW. OESICN
DETAILS Of' 1HRUST RESTRAINf StW.L BE PRCMOED BY
1HE ENGHER FOR REVIEW BY 1HE REGION.
. nee: REGIONAl. MUNlapAUTY Of DURHAM
CHaCED:
l
~_: ...:'...
~ ... .....;. "..... ,
III ....; "~. . .
.'~ '. C!
. .. ~
.....:. ~
.. . ....
JOO
0.0.
..
. f:.
300
l
I; ..::....:.... ....~..:' .......
l.ni:~~:': ....
IL: . J
-fID.. :~. "! ~ .. 1);;.0
, t-
300
-..
ELEVATION
~
~
WHERE PIPE IS 1WO SIZES lARGER OR
NORE TO REDUCED PIPE.
La. 300 . TO 150 .
200 . TO 100 .
RESTRAINED RmUCER
L
CROUHO
1; ..: ~..r:.. .-....1' ......~ ·
":.. 1. .......:.... .. .....
~ .~. .......
. "\1 ~,. 5
II -- J1 ~.~':. ~
1 .~.~' r:-.....
.....",. ~
300
300
0.0.
ELEVATION
APPRCMD:
THRUST BLOCK FOR P.V.C. WATERMAlNS
FOR HYDRANT RUNOUTS. TEES
AND DEAD ENDS
8-433
DA1E:
'"' 11 15
SERVICE CONNECTOR (SEE NOTE 3)
MAS1IC MATERIAL (SEE NOTE .)
TRACER WIRE (SEE NOTE 1)
P\IC OR CPP
WATERUAlN
ELEVATION
COATED COPPER WIRE
SEJMCE CONNEC1'ClR (SEE NOTE 3)
UAS11C MATERIAL (SEE NOTE 4)
TRACER WIRE (SEE NOTE 1)
P\IC OR CPP
WA1ERMAIN
5.4 kG ZINC ANODE
(SEE NOTE 2)
o
c:i
SECTION A-A
NOTES:
1.1RACER WIRE TO BE COATED 7 STRANO. 12 GUAGE 1W75. 1WU75
OR RW90XLPE WIRE RATED AT NtNUS 4O'C.
2. 5.4 kG ZINC ANODE TO BE SUPPlIED ANI) INSTALLED IN A MANNER
APPROIIED BY 1HE REGION f'C?R EVER\' 1000 m Of" TRACER WIRE
_._~. ...... .~. ....-. -- . ~ .
3. SEJMCE CONNECTOR TO BE A -BURHOY SERVlT' TYPE K.S. MOOEL
KS20 COPPER OR APPRO\IED EQUAL
4. CONNECfOR SPUCE TO BE WRAPPED WITH -SCOTCH FU-
ELECTRtCAL PUTTY OR APPRO\IED EQUAL.
I
I
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I
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I
I
I
I
I
I
I
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I
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lHE REGIONAL MUNIQPALlTY Of DURHAM
atEacED:
AU. 0lUENSKlNS IN Ull1AotE1ERS EXCEPT v.HERE NOTED.
WORKS OEPARlMENT
RE\UlON NO.: 4
DA1E: 1111 11 15
APPROVED:
CATHODIC PROTECTION FOR TRACER
WIRES ON PVC OR CPP WATERMAlNS
DA1E:
1181 04 01
8-435
I
I.
I
rA
q" HYDRANT
q" HYDRANT
ATTACH TRACE WIRE
UP THROUGH SPlIT
RING ANO FASTEN
<iVJ.J..VE
I
.
I
.
I
.
I
l
WRAP TRACER WIRE
ONCE AROUND
HYDRANT BARREL
1000 mm
U1N.
1HERutlE WElD (CADWELD)
(SEE NOTE 4)
I
.
I
.
I
TRACER WIRES CONNECTED 1OGE1HER
USING A SPUr BOLT , 10 CONNECTOR
SPUr BOLT SIW.L BE WIW'PED IN
~Nm
--- -----
SECTION A-A
I
C:NmE
ElLVATlON
5.4 Ic9 ZINC ANODE
NOTES:
1. ANODE TO (IE ~ AT tEAST 1.0 m NltAy FROIot 1HE f"I111NGS
AND IS DEEP IS THE B01TOM OF' 1HE FII1INGS UlNIMUU
DISTANCE BETWEEN ANODES TO BE 1.0 m.
2. ALL Fm1NCS TO BE COATED WI1'H BITUIMOUS SEALER ON SITE.
3. PRCMOE 0.20 mm POLYEnMDIE BONO BRDI<ER BE1WEEN
CONCREtE AND F11TINCS.
4. ALL 1HERMITE WELD CONNEcnONS TO BE CCWED WI1'H "ROY8OND
74" PRIMER AND"ROYSfQN "HANOY CJ.P- OR APPRMO EQUAL.
5. 8ONOINC CABlE TO BE NO.6. .SEvEN STRANO COo\TED COPPER
WIRE. CADWELDED TO mTINGS.
6. WATERMAIN TRIoCER WIRE TO BE INSTALLEO IN VALVE BOX
AS PER SID. owo. 5-425.
ALL OIMENSIONS IN MI.I.JMETERS EXCEPT Yf€RE HOlED.
WORKS DEPARTMENT
REWiION NO.: 6
DAtE: 2000 03
I 1HE REGIONAL MUNIQPAUTY OF DURHAM
CIBICED:
CATHODIC PROTECTION FOR HYDRANT
I ~ ASSEMBLY ON NON-FERROUS PIPE
1185 05 21
8-436
5.4 ~ ZINC ANODE
rA
<lVI>L.VE
1000 men
MIN.
SECTION A-A
A
CATHODIC PROTECTION FOR VALVES (JYPIC~)
GIWI\JlAA
SECTION B-B
CATHODIC PROTECTION FOR FITTINGS (TYPICAL)
NOTES:
1. ANODE TO BE ~ AT LEAST t.O m AWAY FROM THE FITTING AND IS DEEP IS
1liE BOTTOM Of 1HE FITTING MINIMUM DISTANCE BETWEEN ANODES TO BE ,.0 m.
2. AU. VALVES AND F1Tl1NGS TO BE COATED WITH Bll\JMlNOUS SEALER PRIOR TO
lNSTAU.A11ON ON SITE.
3. AU. THERMlTE WELD CONNEC11ONS TO BE COATED WITH "ROYBOND 747- PRIMER
AND ROYSTON "HANDY CN'- OR APPROVED EQUAL.
4. RESTRAIN F1TTlNOS IS PER 5-433 AND 5-404.
8-438
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1HE REGIONAL MUNIClPAUTY OF DURHAM
atECl<ED:
AU. DIMENSIONS IN MlU.IMETER5 EXCEPT YMERE NOTED.
WORKS DEPARTMENT
RE\1SlON NO.: 4
DAlE: 1191 02 oe
APfIRO\'EO:
DAlE:
CATHODIC PROTECTION FOR VALVES
& FITIINGS ON NON-FERROUS PIPE
t985 05 23
,
,
I:
1,
~
~
~]
\
\
\]
~
~..
~,
~.
IL
~~
~
EXISTING C.I.
OR 0.1. Wt.l.
BONDING CABLE
(SEE NOTE 3)
PROPOSED C.I.
SOUD SLEEVE
PROPOSED NON-FERROUS
WAlERMAlN
14.5 kg MAGNESIUM ANODE
NOTES:
,. ANODE TO BE PlACED AT lEAST .1.0 m AWAY FROM
THE FlTTlNG AND AS DEEP AS THE BOTTOM Of
THE FlTTlNG. MINIMUM DISTANCE BETWEEN ANODES
TO BE 1.0 m.
2. All THERMITE WELD CONNECTIONS TO BE COATED
WITH "ROYBOND 747" PRIMER AND ROYSTON
"HANDY CNJ" OR APPROVED EQUAL.
3. BONDING CABLE TO BE NO.6, SEVEN STRANO
COATED COPPER WIRE, CAOWELOED TO FlmNGS.
CHECKED:
THE REGIONAL MUNICIPALITY OF DURHAM
All DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
WORKS DEPARTMENT
APPROVED:
DATE:
1988 06 03
CATHODIC PROTECTION FOR EXISTING
FERROUS WM. CONNECTED TO
PROPOSED NON-FERROUS WM.
RE\IlSlON NO.: 1
DATE: 1999 02 09
8-441
DAlE:
1186 04 08
8-501
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LONGITUDINAL lAP JOINT TREATMENT
FOR PROPOSED lANE WlOENlNCS
NOTES:
VERTlCAL FACE ANO BOTIOM
OF KEY TO BE SWEPT ct..EAN
AND PAINTED WIlli BlTULeINOUS
ELCUlSlON.
EXISTING
ROAD
0.3 m WlOE
I' I DEPTH (LeIN)
~~tij 1-
W/~ ~__ SURFACE COURSE
40 mm DEPTH.I - __ 11 BINDER ASPHALT
(LetN.) ~ (2 UFTS)
END TREATMENTS
RECONSTRUC11ON REQUIRES FINAL UfT OF ASPHAlT IN FOU.OWlNG YEAR
::"'- ~,.o-;;;-"'~1H U --- ~ t.o-;;;-__~
Y CLeIM) _ t YCt.UN}
I
r-o---~~ ~~.-,
NOTES:
ALL VERTlCAI.. FACES OF JOINTS
TO BE SWEPT ClEAN AND PAINTED
- WIlli BfI\JLCINOUS EMUlSION PRIOR
TO PAVING.
EXIS11NG
ROAD
40 mm DEPTH
(MlN)
EXlS11NG
ROAD
LAP JOINTS
1YPtCAI.. END TREA1loIENT - FINAL rNfIV,.Y
(LClN)
NOTES:
ALL VERTlCAI.. FACES OF JOINTS
TO BE SWEPT ClEAN AND PAINTED
WITH BfI\JLCINOUS BM.SION PRIOR
TO PAWIG.
2.5 m ow;oNAL
cur (MlN)
2.5 m CMDONAL
CUT (LClN)
EXISTING BlNOER
ASPHALT (2 LIFTS)
EXlS11NG
ROAD -
END TREATMENTS
'-'rr-=~=:
I ~
. ~ 2.5 m CMDONAL
CUT (MIN)
NOTES:
2.5 m CMDONAL
cur (MlN)
40 mm DEPTH~
(MIN) 2.5 m CMDONAL CUT (MIN)I
EXISTING ROAD t
1. All VERTlCAI.. FACES OF END
JOINTS TO BE SWEPT ct.EAN AND
PAINTED Wl1H BITUMINOUS EMUlSION
PRIOR TO PAVING.
2. 0lA00NAL curs TO BE MIN. OF
2.5 In, IS DIRECTED BY THE
ENGINEER
neE REGIONAL MUNICIPALITY OF DURHAM
ALL DIMENSIONS IN M1U.lMETERS EXCEPT WiERE NOTED.
WORKS DEPARTMENT
aEa<ED:
PAVEMENT JOINT TREATMENT
RE\1SlON MO.: 3
DAlE: 1He 03 03
APPRO\'ED:
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2002-3
GEOTECHNICAL INVESTIGATION
(Borehole Logs)
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Reference No: "063-1-11 Borehole No : 1 Enclosure No : 2
Client: i\lun. ofClllringllln c/o TSII (Cuhour~)
Project: RO'1l1 I~econstruction Method: Auger
Location: Concession Street, 8owmall\'iIIe Diameter: .lIOmm
Datum Elevation: Geodetic Date: December 12,2001
SUBSURFACE PROFILE SAMPLE
e . Shear Strength . Water %
0: 1~0 2~0 3~0 4~0 Plastic Limit ~
~ e Description .. .. Liquid Limit
"0 .. :s
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FILL
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Disk No : Disk No :
Sheet: .I of.l
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Reference No: 4063-1-11
Borehole No: 2
Client: Mun. of C1arington clo TSII (Cobourg)
Project: Road Reconstruction
Location: Concession Street, Bowmllllville
Datum Elevation: Geodetic
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SUBSURFACE PROFILE
Description
Ground Surface
25mm Asphalt
450mm Granular Base
FILL
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Mix of clayey silt, fine sand and
brick fragments
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Method: Auger
Diameter: 110mm
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Date: December 12,2001
'Vater %
Plastic Limit
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Reference No: 4063-1-11
Borehole No : 3
Enclosure No : 4
Project: Road I~cconstruction
Datum Elevation: Geodetic
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Client: Mun. of Oarington c/o TSII (Cobourg)
Method: Auger
Diameter: 1l0mm
Location: Concession Street, Bowlnanville
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Description
CLA YEY SIL T TILL
Very stilT. light-brown
Damp
SANDY SIL T TILL
Very dense. light-brown
Moist to saturated
Date: December 12, 2001
SAMPLE
. Shear Strength . Water %
100 200 300 400 Plastic Limit
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Disk No : Disk No :
Jl:A. WOOD ASSOCIATES LIMITED
Sheet: 1 of 1
Reference No : 406J-I-11
Borehole No : 4
Client: j\ilun. of C111rinl(ton clo TSII (Cobourg)
Project: Road Rcconstruction
Location: Concessiull Street, Bowmllllville
Datum Elevation: Geodetic
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SUBSURFACE PROFILE
Description
75mm Asphalt
450mm Granular Base
SANDY SILT
Very loose, dark brown,
organic: stained
(possible fill)
Moist
SANDY SIL T TILL
Compact, light-brown
Damp
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Very stilT to hard,
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Jl':A. WOOD ASSOCIATES LIMITED
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Enclosure No : 5
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Method: Auger
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Diameter: 110mm
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Date: December 12,2001
Water %
Plastic Limit
Liquid Limit
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Reference No : 4063-1-11 Borehole No: 5 Enclosure No : 6
Client: Mun. of C111rington c/o TSII (Cobourg)
Project: Road Reconstruction Method: Auger
Location: Concessiun Street, Bowmanville Diameter: 110mm
Datum Elevation: Geodetic Date: December 12,2001
SUBSURFACE PROFILE SAMPLE
e . Shear Strength . Water %
c: I~O 2~0 3~0 400 Plastic Limit
.~ e Description .. .. Liquid Limit ~
Q .. .. ::s ..
III .z:: .ZJ ~ .ZJ .. "'i atandard penetratioG9 1Il
> =- e I~ c:. ~ E
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109.7 01 Ground Surface ,
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600mm G ranular Base i..-
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41 Moist to wet A (' ~
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Reference No : 4063-1-11
Borehole No : 6
Enclosure No : 7
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Client: Mun. of (:'"rington c/o TSII (Cobourg)
Project: Road Rccunstructiun
Location: Concessi un Street, BowRlllllville
Datum Elevation: Geodetic
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Method: Auger
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Diameter: 1100101
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Date: December 12, 2001
SAMPLE
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. Shear Strength . Water %
100 200 300 400 Plastic Limit
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6000101 Granular Base
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~A. WOOD ASSOCIATES LIMITED
Sheet: I of 1
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I
I
I
Reference No: .tOGJ-I-11
I
I
Borehole No : 7
Client: Mun. of Claringtlln c/o TSII (C()hour~)
Project: llooad Reconstruction
Location: Concession Street, Bowmallville
Datum Elevation: Geodetic
SUBSURFACE PROFILE
E
.&:
C.
..
Q
o I Ground Surface
I
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1
11
l
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=
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110.7
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.
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109.1 I
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I 1
108.71 4-!
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1
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..,
Description
75mm Asphalt
300mm Granular Base
CLAYEY SILT TILL
Hard, light-brown
Damp
SILTY SAND nLL
Very dense, light-brown
Moist to wet
MEDIUM SAND
Dense, gre~'-brown with
trace of gravel
Wet
w
SAMPLE
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..
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=
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..
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37'
80
. Shear Strength .
100 200 300 400
atandard Penetration!
2,0 40 60 80 100--'
r
'-
p
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..
..
..
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Enclosure No : 8
Method: Auger
Diameter: 110mm
Date: December 12,2001
. Water "fa
Plastic Limit
Liquid Limit
J.!
..
OIl
E
..
c:lI:
1.0 2,0 30 4,0 50
\J
.
Disk No : Disk No :
Sheet: 1 of 1
Reference No: 4IJ63-1-11
Borehole No : 8
Project: Road l~ecolIslruction
Client : ~lun. of Cl:lringlon c/o TSII (Cobourg)
Location: Conccssion Street, Bowmllllville
Datum Elevation: Geodetic
SUBSURFACE PROFILE
e
c
o
.~
ClI
>
..
&i
~
Description
E
11
o jJ Ground Surface
75mm Asphalt
JOOmm Granular Base
SANDY SILT
Ii
l
1
i
2J
Compact, dark-brown
(pos.~ible fill)
Moist
112.5
I---
eLA YEY SIL T TILL
Very stiff,light-brown
111.8
-
Damp
i
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110.2 'i
-I I
109.91 41
---il
I .
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si
-,
SANDY SILT
Compact, brown
)loist
SANDY GRAVEL
DCllse. gre)'
Saturated
w
Q
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>>
en
.0.. ..
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.... .
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.... .
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SAMPLE
. Shear Strength .
I~O 2~0 3~0 4~0
..
:::
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~
..
..
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=
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=
..
;>
i.
atandard Penetration'!
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..
c.
>>
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Q
1 SS 16 -C
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I
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Jl:A. WOOD ASSOCIATES LIMITED
I
Enc:losure No : 9
I
Method: Auger
I
Diameter: llOmm
I
Date: December 12,2001
Water %
Plastic Limit
Liquid Limit
I
~
..
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E
~
I
10 20 30 40 50
I
I
I
.
I
I
I
.
I
I
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I
Disk No : Disk No :
I
Sheet: I of 1
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Reference No: 4063-1-1\
I
Borehole No : 9
Client: Mun. of CIa ring ton c/o TSII (Cobourg)
I
Project: Road ncconstruction
Location: Concession Street, Bowman\'iIIe
Datum Elevation: Geodetic
I
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~ .c:
.. ...
;. Clo
.. ..
iil c:l
104.31 o I
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113.1 11
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112.2 lj
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,
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SUBSURFACE PROFILE
Description
Ground Surface
75mm Asphalt
300mm Granular Base
FILL
Mix of clayey silt and topsoil,
dark-grey, soft
Moist
CLA YEY SILT
Very stift', grey-brown, fissured
Damp
SANDY SILT TILL
Very dense, grey-brown
Damp
FINE SAND
Very dense. light-brown
'Joist
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SAMPLE
_ Shear Strength -
100 100 300 400
.
c;
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en
...
..
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=
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=
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atandard Penetratioll'l
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...
..
...
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l-
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v I I I
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.. d
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........
........
....~~~:fffJ 14 SS 1100
.... I
::::1-
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~A. WOOD ASSOCIATES LIMITED
Enclosure No: 10
Method: Auger
Diameter: 1l0mm
Date: December 12,2001
Water %
Plastic Limit
Liquid Limit
!l
...
..
E
..
~
10 20 3.0 40 50
Disk No : Disk No :
Sheet: 1 of I
I
Reference No: .tOGJ-I-11 Borehole No : 10
Client: Mun. of Chlrington c/o TSII (Cobourg)
Enclosure No: 11
I
Project: Road Reconstruction
Location: Conccssinn Street, BowllIanville
Datum Elevation: Geodetic
SUBSURFACE PROFILE
Method: Auger
Diameter: 110mm
Date: December 12,2001
I
I
SAMPLE
E i . Shear Strength . Water %
I 100 200 300 400 Plastic Limit
c ~
~ I~ Description C ... .. Liquid Limit
... .. :0 ...
.. ... .. ... .. -; atandard Penetratio~ ..
... E OJ E Co >- E
.. Ig :0 20 4.0 6.0 80 10 10 2,0 3,0 40 50
iil .... ~ ?: i. ..
CIl Z "
~O I Ground Surface I I
I I 75mm Asphalt
I 1 300mm Granular Base
i 1 FILL
I _
I J Mix of sandy silt and topsoil. loose.
I I dark-brown r"\
I- I SS 7
I Moist '--/
113.4 1 I I I
:.;..-- J ..
I ........
MEDIUM SAND .......
........
........
I ........
Very dense with trace ofgrolvel ....... 2 SS 51 0
........
........ .
1 (possible fill) .......
........
........
.......
112.7 2 ....... ~I I I
Drv .......
~ ........
i . .
'lY
. ..
J ::rr. 3 SS 51 U
.... .
I ....... I I I
..
I ::rr. I
I 3.2 SIL TY SAND .... ..
I I
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Very loose to dense. ........
, ::rr SS 2<D
i ! light-brown .... .. 4 .
t
-
! Damp to wet ........
::rr I I I I
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- ........
J .... I
1 'lY
4"': .. . I :; 55 40 V
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110.5. et::I::.
---"'"j 1
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Jl:A. WOOD ASSOCIATES LIMITED
Disk No : Disk No :
Sheet: 1 of 1
I
I
I
I
I
Reference No : 4063-1-11
Client: Mun. of Clarington c/o TSII (Cobourg)
I
Project: Road Itcconstruction
I
Location: Concession Street, Howmanville
Datum Elevation: Geodetic
I
SUBSURFACE PROFILE
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: I I
~ \.: I
~ il
I .
~IOI
I
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,
I
-
J
! I
I !
I J-i
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SANDY SILT TILL
I
Description
Ground Surface
;1
75mm Asphalt
JOOmm Granular Base
I
I
-
.
j
I ~
i :z.2
i J
I
:
I
i
Damp
Dense to very dense,
grey-brown
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-
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3"";
SIL TY SAND TILL
! '
,
Dense, grey-brown
1)1Intp
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112.3 I 4~
--:
End of Borehole
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Borehole No: 11
SAMPLE
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...
..
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....
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.. .,
. Shear Strength .
100 200 300 400
..
:I
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i.
atandard Penetration!
2,0 4.0 60 80 lOb-"
1 SS 36 I-- r-c
.. ..
.. ..
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3IS~I80
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Enclosure No: 12
Method: Auger
Diameter: 110mm
Date: December 12,2001
Water %
Plastic Limit
Liquid Limit
~
...
..
E
..
c::
1,0 20 30 40 50
.
Disk No : Disk No :
Sheet: 1 of 1
,.
I
,
Reference No: 4063-1-11
Borehole No: 12
Client: Mun. or C1arington c/o TSII (Cobou~)
Project: Road Reconstruction
Location: Concession Street. 80wmallville
I
i
"
Datum Elevation: Geodetic
SUBSURFACE PROFILE
,
1
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E
c
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>
..
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.=
c-
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Q
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I I
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112.41 2~
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Description
Ground Surface
100mm Asphalt
300mm Granular Base
FILL
Fine sand, compact, light-brown
:\Joist
SIL TY SAND TILL
Very dense. grey-brown
Damp
SANDY SIL T TILL
Very dense. light-brown.
boulder at 3.001
I>amp
End of Borehole
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....il
~Ir;~;
::.:::: I
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!if~~~ ,. 11
::.::::1 ::=:
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~,:: ~:il I I'
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en
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I
. Shear Strength .
I~O 200 3~0 400
ii
I E
I =
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..
=
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Z
atandard PenetratioRJ
20 4.0 6,0 8,0 lOll'
..
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2155180
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-
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V:A. WOOD ASSOCIA TES LIMITED
I
Enclosure No : 13
I
Method: Auger
I
I
I
I
I
I
Diameter: 110mm
Date: December 12,2001
Water %
Plastic Limit
Liquid Limit
12
..
'"
E
..
c::
10 20 30 40 s.o
,
.
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I
Disk No : Disk No :
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I
Sheet: I of 1
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I
I
Reference No : 4063-1-11 Borehole No: 13 Enclosure No: 14
Client: Mun. of C1arington c/o TSII (Cobourg)
Project: !load Reconstruction Method: Auger
Location: Concession Street. Bowmllll\"ille Diameter: II0mm
Datum Elevation: Geodetic Date: December 12.2001
SUBSURFACE PROFILE SAMPLE
E ! I I . Shear Strength . Water %
~ 100 2~0 3~0 400 Plastic Limit
.S! E Description "0 .. .. Liquid Limit ~
.. ::I
.. .t: .. ,l:l Ii ..
,l:l .. .. Qtandard PenetratioGP ClI
> c. e Cii e Clo > E
.. ::I 20 40 60 80 I~ 1,0 20 30 4.0 SO
~ .. ~ ~ ~ i. ..
Q CIJ Z E- ~
1I16J 0 I Ground Surface I I
I ,
1 ,/
1 ~
1
1 lOOmm Asphalt l.I
JOOmm Granular Base
IJ CLAYEY SILTTlLL ." 1 55 20 -C'
I .Il ~
Very stiff. grey-brown ""
1 A ,
1 Damp .Il ~.
,;' ,
i ~,/
I ~ 2 S5 23 (
2J , .
>-
~ ,/ a: I
I Q
-I I
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:, 3 5S 80
i :~:: \.)
"i
J SANDY SILT TILL .,
3J Very dense. gre)'-brown ~.. .. ~
~, .,
I t :: 4 I S5 100
Damp ~~ ': ~
- t.. .. ,
I
! .. .
!.
( ,.
i ~ii(
112.61 ..l E::. ::1
i
~ ..! SIL TY SAND TILL [~:::&!
, I~~~!l I I ss I
111.21 4-4 Vel')' dense. grey I 5 52
i ..\ n u I
Damp
. I I
J End of Borehole I
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Jl:A. WOOD ASSOCIATES LIMITED
Disk No : Disk No :
Sheet: 1 of 1
I
I
Reference No: .tOG3-!-11
Borehole No: 14
Clicnt: Mun. of C1:1rinj:ton c/o TSII (Cobouq~)
Projcct : I~oad Rcconstructioll
Location: Horscy Stl'cet, Bowlllllnville
Datum Elevation: Geodetic
SUBSURFACE PROFILE
.; e I
" .J::
> Co
... ..
~ I~
~ 0 Ground Surface
I I
j
I
1
11
l
115.3- 1
-
1
21
l
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113.8, "'i
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3 !
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II 1
Very dense. light-brown to gre~'
I 1
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112.7: .t '
jJ
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I 1
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15~
\W
Description
75mm Asphalt
600mm Granular Base
FINE SAND
Loose. dark-brown,
organic stained
~Ioist
SANDY SIL T TILL
Dense to very dense,
grey-brown
Damp
SIL TY SAND TILL
J):1 III II
Elld of Borehole
SAMPLE
I . Shear Strength . Water %
100 200 300 400 Plastic Limit
.. I~ .. Liquid Limit ~
.. ::I
.. .0 Oi ..
.. atandard Penetratio~ co
Oi E > 1,0 20 3.0 40 5.0 E
~ ::I I~ . 20 40 60 80 10 ..
z z , ex:
'0
.0
e
>>
en
I I
I::::::::'
F:::::
r......
I.......
r:::::
F::::
I.......
:ll . ..
t...
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I.. .: ..
IF ::
I"~ ..
!4 .. ..
Ii":: ::
di ..
E' :: ".
L:: ::
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!
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r---'
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2 55 32 0
>-
ex:
~ I J
13 5S I 52 U
I
4 55 1100
I I
I 5 I 5S 100
~A. WOOD ASSOCIATES LIMITED
I
Enc:Josurc No : 15
I
Method: Auger
I
Diameter: HOmm
Date: December 12,2001
I
I
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I
-
I
u
I
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I
Disk No : Disk No :
I
Sheet: I of I
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I
I
I
Reference No: 4063-1-11 Borehole No . 15 Enclosure No: 16
.
Client: Mun. of Oarington c/o TSII (Cobourg)
Project: Road Reconstruction Method: Auger
Location: Horsey Street, Bowmam'illc Diameter: 110mm
Datum Elevation: Geodetic Date: December 12,2001
SUBSURFACE PROFILE SAMPLE
I , . Shear Strength .
E ! Water %
c: I i 100 200 300 4~0 Plastic Limit
Q I~ Description .. .. Liquid Limit ~
'';: I c .. .. :I ..
01 .c ~ .c .. -; Qtandard Penetratio:bJ 01
i; , Q, E 01 e Co > 1,0 20 30 4.0 50 e
~ '.. .... ~ :I .... I 20 40 60 80 10 ..
tQ CI) ;Z !- ;Z . CI:
~Ol G,'ound Surface I I I
I J m
I I
I i
I
i 1
I
i I~ 80mm Asphalt
600mm Granular Base 1 S5 3 ' r>
( V
FILL
I i Fine saud with trace of clay. I
I organic stained
Moist
j 2 55 30 0
I >-
2 I CI:
I l IOOC QI
i 1 I
I Iss
~ i 3 100 .
..I .. I...
I I I
, I
, j...
,
i i
!~ ;~ .~
! 3"'; I: !,
I SANDY SILT TILL ;;. I
i I I
, ] Very dense, light-brown :~ I 4 55 100 )
i with occasional wet silty sand seams ti~ I
to 3.0m ,
I I I
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I .. 'Joist
I I ~:: '
I ~,
: 1
I t~ 00 I
.'
112 1 4..2 t:: 001 i 5 55 100
.00 ,. 1)
~' I .. I .
4 End of Borehole ! I
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Sheet: 1 of 1
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Reference No : 4063-1-11
I
Borehole No : 16
Enclosure No: 17
I
Client: Mun, IIfClllrington c/o TSII (Cobou~)
Project : I~oad Recollstructioll
Location: Horsey Street, Bowman\'iIIe
Datum Elevation: Geodetic
SUBSURFACE PROFILE
!
i I ~ Description
~ \g
~ 0 Ground Surface
I 13.2 j
~
i
!
i
,
I
I 3-4
I J
I 1
JJ
I I
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I l
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I 1
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1
I
1
Ij
I
1
1
1
21
j
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I
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..
120mll1 Asphalt
600mm Granular Base
FILL
Mix of fine sand, silty clay and
organics, vel")' loose, dark brown
Moist
SANDY SILT TILL
Compact to very dense,light-brown ,. "
Damp to moist, except between 2.3
to 2.6m - saturated
End of Borehole
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Method: Auger
Diameter: 110mm
I
.. ..
.. ..
.... ~~.
:~.. ::
:~ .:
Date: December 12,2001
I
SAMPLE
I ! . Shear Strength . Water %
I 100 200 300 400 Plastic Limit
I ~
c; l- I .. Liquid Limit
.. =
I- .&J I II I-
.&J II .. Qtandard Penetratio:;> 0:
11 .. E I~ >- 10 20 30 40 50 E
~ = . 20 40 60 80 10 ~
z z
I I I
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~~ .:
f....
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3 "
(....
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c:=:
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2 I SS 21
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3 \ S5 100
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I 5 I 55 100
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Disk No : Disk No :
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Jl:A. WOOD ASSOCIATES LIMITED
Sheet: 1 of I
I
I
I
Reference No: 4063-1-1 I Borehole No : 17 Enclosure No: 18
Client: Mun. of C1l1rington c/o TSII (Cobourg)
Project: Road Reconstruction Method: Auger
Location: Horsey Street, Bowmanville Diameter: 110mm
Datum Elevation: Geodetic Date: December 12,2001
SUBSURFACE PROFILE SAMPLE
S i I I- I I . Shear Strength . Water %
100 200 300 400 Plastic Limit
c I .
.2 S i Description ... I OJ OJ Liquid Limit !t
OJ =
.. ~ I I 0 ... .Q -= ...
11 .. atandard Penetratio~ ..
> c. I .. 5 I'" ;> E
OJ OJ 2.0 40 60 8.0 10 10 20 30 4.0 SO
Iii a:: i I~ i. OJ
Q c::
~ 0 I Ground Surface I I
I
J 25mm Asphalt
300mm Granular Base
I SILT
1 Compact, light-brown with
IJ trace of fine gravel 1 SS 11 k
1 Saturated
112.5 I
~ J ~ ~
~..
I ~ 2 SS 50 0
2J CLA YEY SIL T TILL >-
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Reference No : -S063-1-11
Borehole No : 35
Enclosure No : 36
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Client: Mun, of C1arington clo TSII (Cobourg)
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Location: Beach ,he,. Bowmllllville Diameter: 1100101
Datum Elevation: Geodetic Date: December 13,2001
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Reference No: 4063-1-1 I Borehole No : 36 Enclosure No : 37
Client: Mun. of Chlrington c/o TSII (Cobourg)
Project: Road Rcconstructiun Method: Auger
Location: Beach ^ ve., Bowmanvillc Diameter: 1l0mm
Datum Elevation: Geodetic Date: December 13,2001
SUBSURFACE PROFILE SAMPLE
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Reference No: ~063-1-11
Borehole No : 37
Client: Mun. of C111rington c/o TSII (Cobourg)
Location: Heach Ave.. Howmanvillc
Project: Road Rcconstruction
Datum Elevation: Geodetic
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End of Borehole
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Clicnt: "'un. of C1arinj:lofl c/" TSII (Cobourg)
Project: Road Rcconstructiofl Mcthod : Augcr
Locatiofl : Elgin St,'cct. BowRllInvillc Diameter: 110mm
Datum Elevation: Geodctic Date: December 13.2001
SUBSURFACE PROFILE SAMPLE
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Reference No: 41163-'-"
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Borehole No : 40
Client: Mun. ofC/arin!:ton c/o T~" (Cobourg)
Project: '{olld Reconstruction
Location: Elgin Street, BO\VIIJanville
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Datum Elevation: Geodetic
SUBSURFACE PROFILE
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Description
G.'ound Surface
50mm Asphalt
300mm Granular Base
FINE SAND
Compact, brown
(possible fill>
Moist
CLA YEY SIL T
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"'Ioist
CLA YEY SIL T nLL
Hard, light-brown
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SIL TY SAND
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End of Borehole
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Method: Auger
Diameter: 110mm
Date: December 13, 2001
Water %
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Liquid Limit
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CORPORATION OF TIlE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2002-3
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 Documents............................................................................ 7
GC 2.02 Order of Precedence ............................................................................................... 7
SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT
GC 3.01 Contract Administrator's Authority ........................................................................... 8
GC 3.02 Working Drawings .... ....... ............... ........ .............. ..... ................... ...... ....... ...........:.. 9
GC 3.03 Right of the Contract 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 Work............................................................................................. 12
GC 3.11.02 Extra Work............................................................ ................................................. 12
OPS GenenlI Conditions of ContnIc:t . September 1999
Table of eontents -I
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
G"C, 03.14. 04 Negotiations....... ....... ........................ ............. ............... .............. ........ ..... .............. 14
GC03.14.05 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
Working Area...... ..... ........ ........ .... ....... ........ .... ................ ........... ..... ...... ................. 17
Approvals ancl Permits... .......... .......... ........ .................. ...... .............. .......... ...... ..... 17
Management and Disposition of Materials ............................................................17
Construction Affecting Railway Property ............................................................... 18
Default by the Contractor... ..... ........... ....... .................. ....... ............. ....................... 18
Notification of Default .............. ................ .......... .......... ...................... ...... .............. 18
Contractor's Right to Correct a Default.................................................................. 18
Owner's Right to Correct Default........................................................................... 18
Termination of Contractor's Right to Continue the Work....................................... 18
,- GC 4.01
GC4.02
GC 4.03
GC 4.04
GC 4.05
GC 4.06
GC 4.07
GC 4.08
GC 4.09
Table of Contents - i
OPS General CondItIons of Contract - September 1999
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GC 4.10
GC 4.11
GC4.12
GC4.13
Final Payment to Contractor.................................................................................. 19
Termination of the Contract... ............. .... ..... .............. ............................................ 19
Continuation of Contractor's Obligations ........................... .................................... 19
Use of Performance 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 Liability 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 DuraOOn.................................................................. 26
Bonding..... ................................................................... .......................................... 27
SECTION GC 7.0 - CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK
GC 7.01
General............................................................ ...:................................................... 28
Table of ContenIs - il
OPS Gener8I Conditions of Contract - September 1999
Access to Properties Adjoining the Work and Interruption of Utility Services....... 31
Approvals and Permits .... .............. ... ......... ......... ................ ............... .................... 31
Suspension of Work. ..... ...... ................. ........... ................................. .......... ........... 32
Contractor's Right to Stop the Work or Terminate the Contract............................ 32
Notices by the Contractor .................~..................................................................., 32
Obstructions..................... .............. ........ ............... ........ ............. ............................ 33
Limitations of Operations......... ............ ....... ...... ....... .................... ..................... ..... 33
Cleaning Up Before Acceptance ........................................................................... 33
Warranty .... ............................................................................................................ 33
SECTION GC 8.0 - MEASUREMENT AND PAYMENT
GC 7.02
GC 7.03
GC 7.04
GC 7.05
GC 7.06
GC 7.07
GC 7.08
GC 7.09
GC7.10
GC7.11
GC 7.12
GC 7.13
~,'I(' ,-.., GC 7.14
GC7.15
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
Layout ................................. ...... ........ .... ......... ........ ............. ................................... 29
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Damage by Vehicles or Other Equipment............................................................. 30
Excess Loading of Motor Vehicles ........................................................................30
Condition of the Working Area............................................................................... 30
Maintaining Roadways and Detours.............. ..... .......... ........ ...... ...... ........ ............. 30
Measurement..... ........................,.... ...................... ................................................. 35
Quantities........................................................... .................................................... 35
Variations in Tender Quantities ............................................................................. 35
Payment............................ .................................................................................... 35
Price for Work ............. .... ........ ................... ........ ................. ............. ........ ...... ........ 35
Advance Payments for MateriaL..... .................. ...... .......... ............ .1............. ......... 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 Performance Payment and Substantial Performance Statutory
Holdback Release Payment Certificates... ........ ................... ....... .... .......... ..... ....... 38
Certification of Completion ...... ............ ........ ...... ........ ......... ... .., ............................. 38
Completion Payment and Completion Statutory Holdback Release
Payment Certificates .................. ......... ...... ............... ........ ....... ....... ................ .... ... 39
Interest............. ...................................................................................................... 39
Interest for Late Payment ......................................................................................39
Interest for Negotiations and Claims ..................................................................... 40
Owner's Set-Off ............. ..... ........... .... ....... ......... .... .... ...... ...... ... ...... .............. ...... ... 40
Table of Contents - Iv
OPS General CondItIons of Contract - September 1999
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GC 8.02.03.12
GC 8.02.04
GC 8.02.04.01
GC 8.02.04.02
GC 8.02.04.03
GC 8.02.04.04
GC 8.02.04.05
GC 8.02.04.06
GC 8.02.04.06.01
GC 8.02.04.06.02
GC 8.02.04.07
GC 8.02.04.08
GC 8.02.04.09
.GC8.02.05
GC 8.02.06
GC 8.02.07
GC 8.02.08
GC 8.02.09.
Delay in Payment .... .................... ........... ..... ...................... ... ........................... ...... 40
Payment on a Time and Material Basis................................................................. 40
Definitions...... ................... .......................................... ........................................... 40
Daily Work Records .......... ................. .................... .................... .......... ...... ...... ...... 41
Payment for Work...... .......................... ........ .......................................................... 41
Payment for Labour.............................................................................. ................. 42
Payment for Material .................................................. ........... ................................ 42
Payment for Equipment..... .... .......... ....... ........ ........... ............ ................................ 42
Working Time ..................... .... ......... ............ ......................................... ........... ...... 42
Standby Time .................. ....................... ................................................... ....... ..... 42
Payment for Hand Tools...... .... ...................... ......................... ............... ................ 43
Payment for Work by Subcontractors................... ................................................. 43
Submission of Invoices.............. ............. ....... ......................... ............. ...... ..... ....... 43
Final Acceptance Certificate ........... ...... ......... ....................... ....... .......................... 43
Payment of Workers ........ ............... ..... .............. ............................. ........... ...... ...... 44
Records ................................................................................................................. 44
Taxes and Duties...................... ........... .......... ....... ......... ........ ...... .......... ........... ..... 44
., Liq uidated Damages. ......... ....................... ................... ~................... ..... ....... ...... ...... 45. .,. ~
Table of Contents - v
OPS General Conditions of Contract - September 1999
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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 foundin1he Contract Documents and represent
the organizations and phrases listed on the right
"MSHTO" .
"'ANSI"
"ASTM"
"AWG"
"A'NWA"
"CESAR
"CGSB"
"CSA"
"CVt/B"
.GC"
"MOE"
"MTC"
"MTO.
"MUTCD"
"OPS"
-"OPSD"
"OPSS"
"PEO"
"SAE"
"SSPC"
"UL"
"ULC"
GC 1.03
American Association Of Stat4!'Highway Transportation Officials . .
American NatiOnSI Standards Institute i' , '- ,;~: ,c,
American Society for Testing and Materials
American Wire Gauge
American.Water Works Association
Canadian Engineering Standards Association
Canadian General Standards Board
Canadian Standards Association
Canadian Welding Bureau
General Conditions
Ministry of the Environment (Ontario)
Ministry 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
';r~,
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 Hmits of the
Work.
OPS Gener8I Conditions cI Contract . September 1999
Page 1
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,
.,withinthe intended scope of the Contract.
Ch8nge 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 Wqrk,-Extra
Work, Additional Work and changed subsurfaCe C9flditions,and establishing the basis for payment and the
time allowed for the adjustment of the Contract TIr}1e. r, .
Completion Certificate: means the certificate issued by the Contract Administrator at completion.
Constructor: means, for the purposes of, and within the meaning of the Occupational Health and Safety
Act, R.S.O. 1990, c.O.1, as amended and amendments thereto, the Contractor who executes the Contract.
Contract: means the undertaking by the Owner and the Contractor to perform their respective duties,
responsibilities and obligations as prescribed in the Contract Documents.
Contract Administrator: means the person, partnership or corporation designated by the Owner to be
the Owner's representative for the purposes of the Contract.
Contract Documents: mean the executed Agreement between the Owner and the Contractor, 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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, OPS General Concfdlons elf Contract - September 1999
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Cost Plus: See "Time and Materiar.
Cut-Off Date: means the date up to which payment will be made for work performed.
Dally 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 normally referred to as construction machinery and equipment
EStimate:' means' a' ealculabon of the qLiantity'or''(:osfof1he'Work orcpartofit;ijepending- 00 the context.
Extra' Work: means 'work not provided 'for' in the Contract as ',awarded 'but considered- by the.Contract
.' "'Administrator: to' b&'eSseIitial to1he .satisfactory 'completion of'the"Contrad' within its 'intended 'scope,
including unanticipated work required to comply with - legislation and regulations:which affect theWork. .
>: ~.~t:lnal')AceePtaricej.:certifiCate:l\means'i.:the ':cei1ificate.; issued"' by.ithe;'lContract AdministratOr'.;JFII18I
Acceptance of the Work. .;, ,1/ ',i,-
, ';' Final Detailed' St8ternerit:" means"a comptete'evaluatiOn prepared by the ContractAclministr8tor-$howing
the quantities. unit prices and final dollar amounts of all items of work completed under the Contract.
including variations in tender items and Extra Work. all as set out in the same general form as the monthly
estimates.
FOrCe.Account: See "'T'tme and Materiar.
Geotechnical'Report: means a report or other information identifying soil, ,rockand..ground. water,
"conditions'in'the area ofany'proposecIexcavatIon orfill;- ' 'i.';
Grade: means the required elevation of that part of the work.
Hand Tools: means tools that are commonly. called toolsor.;imptements'of.:the.trade and include small
powertools,
Highway: means a commondand public highway any part of which-isinteOOed-for'orusedbythegeneral
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
asingletendeted'price. -'Payment is not based on a measured quantity. although"a quantity maybe 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 fonning part of the Work.
OPS General CondItIons 01 ContnIct .&.ptember 1999
Page 3
OWner: means the party to the Contract for whom the Work is being performed, as identified in the
Agreement, and includes, with the same meaning and import, "Authority".
Pavement: means a wearing course or courses placed on the Roadway and consisting of asphaltic
concrete, hydraulic cement concrete - PorUand cement concrete, or plant or road mixed mulch.
Performance Bond: means the type of security furnished to the Owner to guarantee completion of the
Work in accordance with the Contract and to the extent provided in the bond.
Plan Quantity: means that quantity as computed from within the boundary lines of the Work as shown in
the Contract Documents.
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Project: means the construction of the Work as contemplated by this Contract.
Quantity Sheet: means a list of the quantities of Work to be done.
Rate~~lnterest: means the rate determined by the Minister of Finance of Ontario..and issued by, and
available from, the Owner.
.oi>!?~1
Records: mean any books, payrolls, accounts or other information which relate to the Work or any
Change in the Work or claims a~ng therefrom.
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J~oadway: means that pa~.of the Highway designed or intended for use by vehicular traffic and includes
the Shoulders.!!... .
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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.
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Subcontractor: means a person, partnership or corporation undertaking the execution of a part of the
Work by virtue of an agreement with the Contractor.
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Subgrade: means the earth or rock surface, whether in cut or fill, as prepared to support the Base,
Subbase and Pavement
:"il~_:. * .
Subsu;"'ce 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 Time and
Material Basis. Where "Cost Plus" and "Force Account" are used they shall have the same meaning.
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OPS General ConditIons of Contract - September 1999
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UtIlity: means an aboveground or underground facility maintained by a municipality, public utility authority
or regulated authority and includes services such as sanitary sewer, storm sewer, water, electric, gas, oil,
steam, data transmission, telephone and cable television.
Warranty Period: means the period of 12 months from the date of Substantial Performance or such
longer period as may be specified for certain Materials or some or all of the Work. Where a date of
Substantial Performance is not established, the Warranty Period shall commence on the date of
Completion.
Work: means the total construction and related services required by the Contract Documents.
Working Area: means' all the lands and easements owned or acquired by the Owner for the construction
of the Work.
Working Day: means any Day,
a) except Saturdays, Sundays and statutory holidays;
.~ b)""except a'Oaya' 'detei1flined' bY1heContril'd'Administrator;'on"Which'1htr'ContractOr1s'prevented by
., ... 'inclementweather'or' c:Otlditioris"resultingimmediately1herefrom:from .plTJceeding-Ymhua-controlling
.... nOperation;:lFor' thei'pUrposes 'Of this ,definition, this,'WiIl"be' a 'Day <during^whictf.tIle Corrtnictor,cannot
proceed with' at least '.60%" of 'the normal' labour and, equlpment1orce"effectiVeIy. engaged on the
Controlling Operation for at least 5 hours;
c) .except a Day on Which the ContraCtoris'preventedfrom proceedingwith:a'Controlling Operation,as
;detennlned 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
.'.'. . '-"'~;,zc:0ntr8ctorhired iby 'the:Owner,';'or..aniempiOyee'of 'anyone'oftthem;'orc'by,anyone;.eise'acting, on ".",-",:-,,',1
behalf of the Owner. .
ii. on-delivery of Owner-supplied materials,
iii. any cause beyond the reasonable control of the Contractor which can be substantiated by the
Contractor to the satisfaction of the Contract Administrator.
. \"'.Working~DraWings:orWorking Plans:"means any Orawings or Plans prepared by ,the ContractorJor.the
. execution of the Work and may,'WithoUt limiting 'the. generality thereof,' include falsework plans; 'Roadway
protection plans, shop drawings, shop plans or erection diagrams.
,:',1 '.~, '.c' .".A..,.....'-.
GC 1.05
Substantial Perfonnance
.01 The Work is substantially performed,
a) when 'the' Work to be'performed' under the Contract or.'S" substantiaJ.:-partthereofcis-,ready for use
or is being used for the purpose intended; and
b) qwhen the Work to be performed underthe'Contract is'capable'ofcompletion'Or, where there is a
known defect, the 'cost of correction. is not more than
i. 3% of the first $500,000 of the Contract price,
ii.2% of the next $500,000 of the Contract price, and
iii. 1 % of the balance of the Contract price.
.02 For the purposes of this Contract, where the Work or a substantial part thereof is ready for use or is
/beingused;for'the purposes intended and the remainder of. the Work cannot be completed
expeditiously for reasons beyond the control of the Contractor or, where the Owner and the
Contractor agree not to complete the Work expeditiously I the price of the services or materials
remaining to be supplied and required to complete. the Work shall be deducted from the Contract
price in determining Substantial Performance.
OPS General Condlllonl d Contract . September 1999
Page 5
GC 1.06
Completion
.01 The Work shall be deemed to be completed and services or Materials shall be deemed to be last
supplied to the Work when the price of completion, correction of a known defect or last supply is not
more th~n the lesser of,
a) 1% of the Contract price; or
b) $1,000.
GC 1.07
Final Acceptance
.01 Final Acceptance shall be deemed to occur when the Contract Administrator is satisfied that, to the
best of the Contract Administrator's knowledge at that time, the Contractor has rectified all imperfect
work and has discharged all of the Contractor's obligations under the Contract. .
GC 1.08
Interpretation of Certain Words
.QL..:Il1e words "acceptable", "approval", "authorized", "considered n~ry", "~irected", "required",
. ;:~;:satisfactory", or words of Uke 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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Page 6
OPS General ConditIons d Contract . SepIember 1999
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SEcnON 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 Jocation 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:
'atAgreement ' . ,- .
. 'b) "Addenda
c) Special Provisions
d) Contract Drawings .
, ":.:e)-st8i1da~:~p8Cifica,tions
'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 larger scale shall govern over those of smaller scale;
c) Detailed prawings shall govem over general Drawings; and
d) Drawings of a later date shall govem over those of an earlier date in the same series.
.03 In the event of any conflict in the contents of Standard 'Specifications -the following order of
precedence shall govern:
a) Ontario Provincial Standard Specifications; then
b) Other Standard Specifications, such as those producedbyCSA;"CGSB,'ASTMand ANSI, and
referenced in the Ontario Provincial Standard Specifications.
.04 The Contract Documents are complementary, and what is required by anyone shall be as binding as
if required by all.
OPS General Conditions of COntrKt . september 1999
Page 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,
and to record the necessary data to establish payment quantities under the, schedule of tender
'quantities and unit prices or to make an assessment of the value of the work completed in the case of
.tea,lump sum price contract. '~.;
......;-q
.04;llleContract Administrator will determine the amounts owing to the Co~ under'theContract
and will issue certificates for payment in such amounts as provided for in Section .GC 8.0,
Measurement and Payment . .
,_','-' i
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.05 The Contract Administrator will with reasonable promptness review and take aPPropriate action upon
the Contractor's submissions such as shop drawings. product data, and samples in accOrdance with
the Contract Documents. . "'
"",,.,....
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t
.06 The Contract Administrator will investigate all allegations of a change in the character of the Work
made by the Contractor and issue appropriate instructions.
.07 The Contract Administrator will JK,epare c::hange Directives and Change Orders.
.08 Upon' written application by the Contractor. the Contract Administrator and the eon~cb- ~II jointly
conduct an inspection 'Of the Work to establish the date of Substantial Performance' of the Work
; and/or the date of Completion of the Work. .
.09 The Contract Administrator will be, in the first instance, the interpreter of the Contract Documents and
the judge of the performance thereunder by both parties to the Contract. Interpretations and
~ecisions 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.
.-.;'i't,
.,,- ,.
.10 The Contract Administrator will have the authority to reject part of the Work or Material which does
not conform to the Contract Documents.
.11 Defective work, whether the result of poor workmanship, use of defective material, or damage
through carelessness or other act or omission of the Contractor.and whether incorporated in the Work
or not, which has been rejected by the Contract Administrator as failing to conform to the Contract
Documents shall be removed promptly from the Work by the Contractor and replaced or 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
remade good, promptly, 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 Admin~.
Page 8
OPS GenenlI Conditions d Contr.ct - September 1999
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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 Administrator with reasonable
promptness and in orderly sequence so as to 'not cauSe delayinthe'WorK '-lfeitherthe'Contractor or
the Contract Administrator so requests they shalljointly prepareaschedu1e fixing the .dates for
submission and retum of Working Drawingsi,.Working-Orawings'shall.be.submitted in printed .fonn.
At the time of submission the' Contractor. shall notify the. Co$act Administrator in writing 'of. any
"deViations'fromthe,Contract'requirements that exist in the'WOI1<ing DrawingS. '
, ., .' .; '~'," "l"'. :.' A . ,.
..03 The Contract Administrator will' review andretum Working Drawings in acc:ordar'lC8'with 'an agreed
..' ....upon,scIJe<,1ule.. or.~rwise, with reasoQ8b~ promptness so as ~ to cause delay.
.:_,.~ 1'".: :..,.,.,..,;,,:_.:,.~. .,\, ',,,,,'--'-.i-.!':'~':"'/"-~ -' <..;,..,;',~';", ,~.,.,.,,: .'.-' ';.',,~, .;:\f",'.: \'~,,-. ..\ ,.,_..",..:"l,'
. ': .&:11J!i''COntraCt'':Admin"istratOfs\;'rewNiWtIl''.be :t()'check"fOr<c6r1tormitf.tD"the. design~pt. and 'for
general arrangement only and such review shall not relieve the Contraclorof 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..makeany . changes-in 'Working'.Drawingswhich:,the,Cootract1AdministratOr.rnaY.
. require consistent with the ContractOocuments and resubmit unless otherwise directed by. the
'<"Contract Administrator. "Whenresubmltting. 'theContractorShau.,nOtifi1he;ContraCt~l1\iilistrator in
'writing'of'anyreVisions Otherthanthoserequested:by the"Contract Administrator. . ",'
.06 Work related to the Working Drawings shall not proceed until the Working Drawirigs have been
signed and dated by the Contract Administrator and marked with the words "Reviewed. PennissiOn
to construct granted."
.07 The Contractor shall keep one set of the revieWed Working Drawingsi rnarkecl;8$ above, at the site at
all times.
GC 3.03
Right of the Contract Administrator to Modify Methods and Equipment
.01 The Contractor shall, when requested in writing, make alterations in1he method, Equipment or work
force. at any time the Contract Administrator considers the Contractor's' actions to be' unsafe, or
damaging to either the Work or existing facilities or the environment
.02 The Contractor shall, when requested in writing, alter the sequence of its operations on the Contract
'so as to avoid interference with work being performed by others.
.03 Notwithstanding the foregoing. the Contractor shall ensure that all necessary safety precautions and
protection are maintained throughout the Work.
OPS General CondItionS of Contract - September 1999
Page 9
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
:i. ~
.01" - The Contract Administrator will provide baseline and benchmark information for'the general location,
,alignment and elevation of the Work. The Owner will be responsible only for the correctness of the
. :J9formation provided by the Contract Administrator. :.
GC 3~- Working ~a'--
-:~. ....;__~'t.. , _, _.,'~__ 'l~_ . '. '_~_ ..
'. .01.., The COntractor's sheds. site offices.; toilets. other temporary structures and storage areas for material
. and equipment shall be grouped in II compact manner and maintained in a' neat and orderly condition
.." "..atalltirnes. ~ .. "',,\c;, ,.' 'J~"':C,'.l, " \.,'
.02 . The Contra~ shall ~neih;'c()nStructiOn openmons to the ;Work1~)Aimi. S~uid'the Contractor
'" ~:__require more space than tIlatshown pnthe Contract Drawings. the Contractor ,shalLobtain such
. space at no additionalcost to'the Owner. . . -'. ,
.03 "The Contractor shall not enter upon or occupy any private property for, any purpose. unless the
Contractor has received prior written permission from the property owner.
-- - .~
-- .~
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GC 3.07
extension of Contract Time
. };'.J..
, .01:,Ariapplicationforanext8~ of Contract Tune shall be made in writing by the Contractor to the
. Contract Administrator as soon as the need for such extension becomes evident and at least 15 Days
prior to the expiration of the Contract Time. The application for an extension of Contract Time shall
enumerate the reasons, and state the length of extension required.
.02 .-cC.ircumstances 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.
,....,._.,~
"r~~-:. .
.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.
Page 10
OPS General Conditions of Contrect - September 1999
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GC 3.08
Delays
.01 If the Contractor is delayed in the perfonnance of the Work by,
a) war, blockades, and civil commotions, errors in the Contract Documents; an act or omission of the
Owner or Contract Administrator, or anyone employed or engaged by them directly or indirectly,
contrary to the provisions of the Contract Documents;
b) a stop work order issued by a court or public authority, provided that such order was not issued as
the result of an act or omission of the Contractor or anyone employed or engaged by the
Contractor directly or indirectly;
." c)'the'Contract'Administratorgivingnoticeunder subsectionGC 7.09,' Suspension of Work;
d) abnormal inclement weather; or
, e) 'archaeological finds in accordance with subsection GC 3.16, Archaeological Finds,
then'the.Contractorshall bel reimbursed by the'Owner for-reasonable.costs incurred by.the Contractor
as.the'result of such' delay, provided that in the case of an application for an extension of Contract
'Time due toabnormal'inclementweather,'1I1e"Contractor -shall; with'the Contractor's' application,
submit evidence from Environment Canadain'supportofsuch-application~'~nsion' of.. Contract
Tame will be granted in accordance with subsection GC3;07, Extension of Contract Time.
'n :02 "If 'the 'Work"is:" delayed' by ,"labour' idisputes,:strikes "or' lock-outs-~including'Iock-outsdecreed .or
"', .'~- "_Mreoommel'lded to ;ts'irnembets bY a'ieCognized' contractor's- association;'Ofwhich.theContractor.isa
~..\. 'i t~rnetnber or' fa Whichithe Corittactor"is ~otherWise'bound;,:..wh_ich'are;beyondthe'Contrac:tor'scontrol,
.. thenthe'ConttactTrri4 $h8I1~'be"extehdediW '8C:COfdance~'With '.subsectiorFGO'\ 3.07t'i:Xtension,of
. Contract Time. In r1Oc8seshall the' extension of'Contract'Ti,mebeiless 'than the -tim~ i40st~>the
, .', < . ' ..~.'1'eSultof,the'event.c8using the delay,unlessashorter exten5iori~isagreed'to::bythelContr8CtOf!~'T'he ", '
:.,' ':" i~'~ .t,<... ,i'COntract6rshall 'notibe'7'ehtitledito,paymentforcosts'incurredas?the're&ull,of.:such deIaYSiuf\less,such 'it::, ;b,.t>'.,...
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. .
GC'3.10
Subcontracting by the Contractor
l;
~ ,!. ;~01 i'Thei Contraclori'may 'subcOntract 'any part of the-WO!'k:subjecttothese;Genetal-Conditions.and. any
limitations specified in the Contract Documents.
.02 The Contractor shall notify the Contract Administrator,"inwr'itinSf,<of1heintentionio subcontract. . Such
notification shall identify'the part of the Wo~-and the Subcontractor with:whomit-is intended.
! ~03 "The Contraet' Administrator'wall,'within10-Days''Of 'receipt"of''Suctr1lOtificatiOn;o.:accept' or"reject the
intended SUbcontractor:'The rejectiorrWiIl'be'in Writing-and w1llinc1ude'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 I ' Ttie:ContraCtbfShall'preSeMfalid 'protect the' rights of the parties under the Contract 'with. respect to
that part of the Work to be performed under subcontract and shall,
a) enter into agreements with the intended Subcontractors to require them to perform their work in
accordance with the Contract Documents; and
b) be as fully responsible to the Owner for acts and omissions of the Contractor's Subconti-actorsand
of persons directly or indirectly employed by them as for acts and omissions of persons directly
employed by the Contractor. '
OPS General Conditions of ConIrad - September 1999
Page 11
.06 The Owner's consent to subcontracting by the Contractor shall not be construed to relieve the
Contractor from any obligation under the Contract and shall not impose any liability upon the Owner.
Nothing contained in the Contract Documents shall create a contractual relationship between a
Subcontractor and the Owner.
GC 3.11
Changes
Changes In the Work
GC 3.11.01
.;..~,
.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 ,,,1Jle Contractor may apply for an extension of Contract Time according to the ten:ns of subsection GC
3~07, Extension of Contract Tme. .
.03 ,~lftthe Changes in the Work relate solely to quantities, payment for that part of the Work will be made
,',~~ing to the conditions specified in clause GC 8.01.02, Variations In Tender Quantities. <: If the
"t,.Changesin the Work do not solely relate to quantities, paymentmay.be negotiated pursuant to
j)'subsection GC ~.1<4. Claims, Negotiations, Mediation or payr11entmay be-made according to the
conditions contalned,ln clause GC8.02.04.Payment on.a Time,ilnd I.4ateriaIBasis.
1,,;
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.01 The Owner, or Contract Administrator where so authorized. may insiruCt. the Contractor to perfonn
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 Time according to the tenns of subsection GC
3.07, Extension of ContraCt Tune.
.03 : Payment for the Extra Work may be negotiated pursuant to subsection GC 3.14, Claims,
Negotiations. Mediation, or payment may be made according to the conditions contained in clause
GC 8.02.04, Payment on a Time and Material Basis.
GC 3..j~.03
Additional Work
.,....~,.......:'.
'';~-; :~_.
.01.Jbe.Owner. or Contract Administrator where so authorized, may requestthe..Contractor to perform
Additional Work without invalidating the Contract. If the Contractor. agrees to perform Additional
Work, the Contractor shaD 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 tenns of subsection GC
3.07, Extension of Contract Time.
.03 Payment for the Additional Work may be negotiated pursuant to subsection GC 3.14, Claims,
Negotiations, Mediation, or payment may be made according to the conditions contained in clause
GC 8.02.04. Payment on a Time and Material Basis.
GC3.12
Notices
.01 Any notice pennitted or required to be given to the Contract Administrator or the Superintendent in
respect of the Work shall be deemed to have been given to and received by the addressee on the
date of delivery if delivered by hand or by facsimile transmission and on the fifth Day after the date of
mailing if sent by mail.
P8ge 12
ops o..r.l Conditions of Conttact - September 1999
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.02 The Contractor and the Owner shall provide each other with the mailing addresses. telephone
numbers and facsimile terminal numbers for the Contract Administrator and the Superintendent at the
commencement of the Work.
.03 In the event of an emergency situation or other urgent matter the Contract Administrator or the
Superintendent may give a verbal notice. provided that such notice is confirmed in writing within 2
Days.
':.04 Anynotice'permittedor,required to be given to the Owner or the Contractor shall be given in
: accordance with the notice provision of the Contrael
GC 3.13
Use and Occupancy of the Work Prior to Substantial Performance
'-.01 "Where:it isnof'COntemplatede1sewhere in'the Contract Documentsi the Owner may use or occupy
the Work or any' part thereof prior to ,Substantial Performance" providedjhataUeast 30 Days' written
notice has been given to the Contractor.
.02 The 'use 'or occupancy of the Work or any part thereofby1he 'Ownerpriorto~ubstantial Performance
"., "'shall' not'coristitute ':an "acc:ieptar1ce 'Of' the'~'WorkltorJ.i.parts'$Oi occupied: ''''In'4addition, 'the use or
"':', /"':'OCCUpai1c~rof; the wOrk "shall.'not'rerI8Vffthe 'ContractDror :the' Contractor's"SUretyfrom · any liability
" ',.' . ..'that' has "'arisen, ;orniay8rise~ 'from 'the'performance;of'Jthe"Work"in'accord8i1ce.with .'the.Contract
" : DoCUments. ,-The Owner\wiU be responsible for any damage that occurs .because>ofthe 'OvInef'S use
.:" 'V'~Or'OCCup8ncY}~iSuctd,_fOt;bCcur:JanCy!of ianyiparfofthe' W6c1<-bY'the:owneictaesliftof;WaIVe: the
::.j lc,:."',tOWrier'S"right'to\Jch8rge'fthEifCoritr8ctor-iiquidated 'damages';in-'accordance';Wlth ':'the'~terms ",of the
'Contract ' ' , ';,:, " ' " .' ,. " ':' ....., , ~:,".
GC 3.14
GC 3.14.01
Claims, Negotiations, Mediation
Continuance of the Work
'~01 :" Unless'the ;Contracthas'beenlerminated.or completed,theContractorshall. inevery.CiiS8,~fter
", .. ,'serving 'or receiving any 'nOtifiCation' of a 'cIaimor'disputei-verbal.orWlitteri,continue to'proceed with
';, ' '; "':1118 Workwittr'dtie diligence' and, eicpedition:(; It<is'understood 'by1theilp8rti8sthat $uch,action will, not '
jeopardize any -claim it may have. '
GC 3.14.02
Record Keeping
.01 Immediately upon commencing work which dmay resuIUnae1aim;-the'Contractor shall keep Daily
'Work Records during the course of the'Work,: sufficienfto substantiate the'Contractor's claim, and the
, Contract Administrator will'keep Daily W~ecordS:1O"'be used in'assessing':1tie Contractor's claim,
allin accordance With c1auseGC 8.02.07, Records. ,. '. ' .. ;
.02 The Contractor and the Contrad Administrator shall reconcile their respective Daily Work Records on
a daily'basis, to simplify reviewoftheclaim,.when-SUbmitted.
.03 The keeping of Daily Work RecorcIs by the Contract Administrator or the reconciling of such Daily
,,',: Work RecorcIsWith 'those of the' Contractor shall' not be con'struedtD be' acceptance of the' claim.
GC 3.14.03
Claims Procedure
.01 The Contractor shall give verbal notice of any situation which may lead to a claim for additional
payment immediately upon becoming aware of the situation; .
.02 The Contractor shall provide written notice in the standard form "Notice of Intent to Claim" within 7
Days of the commencement of any part of the Work which may be affected by the situation.
OPS GenerIII Conditions ~ Contrac::t . September 1999
Page 13
.03 The Contractor shall submit detailed claims as soon as reasonably possible and in any event no later
than 30 Days after completion of the work affected by the situation. The detailed claim shall:
a) identify the item or items in respect of which the claim arises;
b) state the grounds, contractual or otherwise, upon which the claim is made; and
c) include the Records maintained by the Contractor supporting such claim.
In exceptional cases the 30 Days may be increased to a maximum of 90 Days with approval in writing
from the Contract Administrator.
.04
,
Within 30 Days of the receipt of the Contractor's detailed claim, the Contract Administrator may
request the Contractor to submit any further and other particulars as the Contract Administrator
considers necessary to assess the claim. The Contractor shall submit the requested information
within 30 Days of receipt of such request.
.05 Within 90 Days of receipt of the detailed claim, the Contract Administrator shall advise the Contractor,
in writing, of the Contract Administrator's opinion with regard to the validity of the claim.
.i$i.... .
GC 3.'!t4.04 Negotiations
~'; . "\..
.01 if.he parties shall make all reasonable efforts to resolve their dispute by. amicable negotiations and
agree toprovide,without prejudice. open and timely disclosure of relevant.fads, .information, and
...^idocuments to facilitate these negotiations. ,. '" '.
i<il'\.
'_ _ ".":":_1. _ _ _ .~, .' _ : __,' ~f .. ~\: '1', '
.02\,S~ldthe ContfactO~disagree with the qplnion'giVen.,inparagr8p~~.3.14.Q3.05,With respect to
'j',i<.lIny,part of. the .cIaim, ,the ,Contract Administrator shaUenter JntQ . negotiations With the; Contractor to
.resolve the matters in dispute. Where a negotiated settlement cannot be reached:and -it.is agreed
that payment cannot be made on a Time and Material basis in accordance with clause GC 8.02.04,
Payment on a Time and Material Basis, the. parties shall proceed in accordance with clause GC
3.14.05, Mediation, or subsection GC 3.15, Engineering Arbitration.
~"..-:,:"
GC 3.14.05
Mediation
.01., If a claim is nOt resolved satisfactorily through the negOtbmon .stage noted in clause GC 3.14.04,
'h Negotiations, within a period of 30 Days foUowing the opinion given in paragraph GC 3.14.03.05, and
, the Contractor wishes to pursue the issue further, the parties may, upon mutual agreement, utilize the
services of an independent third party mediator.
.02 The mediator shall be mutually agreed upon by the Owner and Contractor.
. "',)
.03 The mediator shall be knowledgeable regarding the area of the disputed issue. The mediator shall
.....o:Iee.twith the parties together and separately, as necessary, to review all aspects of the issue. In a
'. 'final'attempt to assist the parties in resolving the issue themselves prior to proceeding to arbitration
the mediator shall provide, without prejudice, a non-binding recommendation for settlement
.04 The review by the mediator shall be completed within 90 Days following the opinion given in
paragraph GC 3.14.03.05.
.05 .. Each party is responsible for its own costs related to the use of the third party mediator process. The
cost of the third party mediator shall be equally shared by the Owner and Contractor.
GC 3.14.06
Payment
.01 Payment of the claim will be made no later than 30 Days after the date of resolution of the claim or
dispute. Such payment will be made according to the terms of Section GC 8.0, Measurement and
Payment
Page 14
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GC 3.14.07
Rights of Both Parties
.01 It is agreed that no action taken under this subsection GC 3.14, Claims, Negotiations, Mediation, by
either party shall be construed as a renunciation or waiver of any of the rights or recourse available to
the parties, provided that the requirements set out in this subsection are fulfilled.
GC 3.15
GC 3.15.01
Engineering Arbitration
Conditions for Engineering Arbitration
.01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.14.04.
Negotiations, or the mediation stage noted in clause GC 3.14.05, Mediation, either party may invoke
the' provisions 'of' subsection GC 3:15, Engineering Arbitration, by giving written notice to the other
party.
.02 Notification that arbitration shall be implemented to resolve the isslJe:shall.tle'cornmunicated in writing
as soon as "possible' and 'no later' than--SO;'f)ays>.fotlowing.1he""Opinion~iven in paragraph GC
3.14.03~05i Where the use ofa third party"mediatorwas.implemented;:notificationshall be within 120
Days of the opinion given in paragraph GC 3.14.03.05. .
.03' 'The parties shall be~ndbY~'~,n.:>~~'a~,
.04 The rules and procedures. of the Amit1BrkJn'Act,"1991. :S:O~':1991,l;c:,tR8s'8~~'J$hall apply to
; i~'"...ny '.arbitration. conducted .hereunder'except 'to .the. extent.thatJhey <are. modified:by;~e, ~
, provisions of this subsection GC 3.15,' Engineering Arbitration." . .
'GC 3.15.02
Arbitration Procedure
.01 The following provisions are to be included in the agreement to arbitrate and are subject only to such
'right of 'appeal 'as exist where 'the' arbitrator has exceeded "his or her jurisdiction or: bave otherwise
disqualified him or herself: >, . '.' '. .' ., '. . .
. a)'AlI existing'aCtions'inTeSpect.'ofthe'rnattersunderarbltratiorrwill'be,.Stayedpending arbitration;
"'b) 'Afloutstanding' claims and . matters. to be settled.are to.beset QUt, il'!aschedUleto the agreement
"'Only such claimsand'mattersas arein1he schedule will bearbiti'ated; and
c) Before proceeding with the arbitration, the 'Contractor 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 agreed,upol"tby1heOwner:andContraclor-:to2djudicate the,dispute.
'.02 Where the Owner and Contractor cannot agree on a sole arbitrator within 30 Days of the notification
of arbitration noted in paragraph GC 3.15.01.02, the Owner and.the.Contractorshalleach 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 select an arbitrator to adjudicate the dispute within 7 Days of being
requested to do so.
.04 The arbitrator shall not be interested financially in the Contract nor in either party's business and shall
not be employed by either party.
.05 The arbitrator may appoint independent experts and any other persons to assist him or her.
OPS General Conditions of Connct. September 1999
Page 15
.06 The arbitrator is not bound by the rules of evidence which govern 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 appoinb'nent 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.
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.04' "The arbitrator may, in his or her discretion, award reasonable costs, related to the arbitration.
GC3:15.05
The Decision
"
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.01, The reasoned decision will be made in writing within 90 Days of the conclusion of the hearing. An
. extension of time to make a decision may be granted with consent of both parties. Payment shall be
made"n accordance' with ~use GC 3.14.06, Payment .,.
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GC 3.16
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Archaeological Finds
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.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 Administratci. 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 8ccOrdance 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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Page 16
OPS Gener8I Conditlons ~ Contract - September 1999
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SECTION GC 4.0 - OWNER'S RESPONSIBilITIES AND RlGI-ITS
GC 4.01
Working Area
.01 The Owner will acquire all property rights which are deemed necessary by the Owner for the
construction of the Work, including temporary working easements, and will indicate the full extent of
the Working Area on the Contract Drawings.
:02'TheGeotechnical 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 forall.permits,licensesand .cer:tificates::.soJeIy.:.required..for Project
approval. .
"GC4.03
, ; Management and Disposition of 'Materials .
. ':01'~'~TheOwner will.identify in the Contract ,Documents 'the materials to be moved within or removed; from ':;>
. the Working 'Area, and any-cllaracteristics'0f1hose materialS Which will necessitate special'm8teriaIS .
management and d~~.
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amended, the Owner advises that
a) the designated substances silica, lead and arsenic are generally present throughout the Working
Area occurring' naturaUy or as a result of vehicle emissions:
b) the designated substance asbestos is present in asbestos conduits for utilities;
, ':, ~'~" erN I fOIlOwing,~tlazardOUS ~materials; ~are"ordinarilY' present . in,' construction ! activities:", ,iimestone,
gypsum, marble, mica and Portland cement; and , . '
d)' 'exposure '10 1hese'-substanoes' may~r"as' ta 'result of ..activities"by. the' Contractor 'such ,as
sweeping~ .grinding, . crushing,"'drilling"blasting;,.cutting"andoabrasive'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-Contractor discoVerS .'or. is, advised"of;;the' presence:mfldesignated.substances or
. 'r 'hazardous' materials.whictl',are.in"addition. to',thoselisted 'in',paragraph' GC:4~03;02,.or,not clearly
. ;,<-,,; 'identified inthe:Contract~.Documents(accon:IingItoipal'8Ql8Ph,.OO":.4~oad)3:t:then:.verbal:notice will be
provided to the other party 'irrimediately>with writtenconfirmatiOn,within.a.{)ays'~;',The : Contractor will
stop . work in 'the area'immediately . and Will' determine the. necessary. steps required to complete the
work in accordance with applicable legislation and regulation.
.05 The Ownerwill'be'resp6nsible'for any'reasonable'additional costs of,removing, 'managing and
disposing of any material 'not identified in the 'Contract'Doduments,"or where' conditions 'exist that
could not have been reasonably; foreseen'at the'time"of tendering."A11 work under-this paragraph
shall be deemed to be Extra Work.
.06 Prior to commencement of the Work. the Owner will provide to the Contractor a list of those products
controlled under the Workplace Hazardous Materials Information System or WHMIS, which the
Owner will supply or use on the Contract, together with copies of the Materials Safety Data Sheets for
these products. All containers used in the application of products controlled under WHMIS shall be
labelled. The Owner will notify the Contractor in writing of changes to the list and provide relevant
Material Safety Data Sheets.
OPS General ConditIonS of Contrac:t - Seplember 1999
Page 17
GC 4.04
Construction Affecting Railway Property
.01 The Owner will pay the costs of all flagging and other traffic control measures required and provided
by the railway company unless such costs are solely a function of the 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 proper1y 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 4.06
Notification of Default
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.01~';Jhe Owner will give written notice of a default to the Contractor as soon as the Owner becomes
""aware of the aUeged 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.
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GC 4.07 ; Contractor's Right to Correct a Default '
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.01.. The Contractor shaUhave the right within the 5 full Working Days following the receipt of a notice of
.~. :..default,to.correct the default and provide the ()wnerwith satisfactory proof that appropriate corrective
measures have been taken.
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.02 If the correction of the default cannot be completed within the 5 full Working Days following receipt of
the notice, the ContractorshaU not.bein 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,
. .~.;,~ntractor's Right to Correct a Default, or subsequently agreed upon, the Owner, without prejudice to
',:"JJ.~yother right or remedy the Owner may have, may correct such default and deduct the cost thereof,
as certified by the Contract Administrator, from any payment then or thereafter due to the Contractor.
GC 4.09
Tennination 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 subsequently agreed upon, the Owner, without prejudice to
any other right or remedy the Owner may have, may terminate the Contractor's right to continue the
Work in whole or in part by gMng written notice to the Contractor.
.02 If the Owner terminates the Contractor's right to continue with the Work in whole or in part, the Owner
will be entitled to,
a) take possession of the Working Area or that portion of the Working Area devoted to that part of the
Work terminated;
b) utilize the Equipment of the Contractor and any Material within the Working Area which is intended
to be incorporated Into the Work, the whole subject to the right of third parties;
c) withhold further payments to the Contractor with respect to the Work or the portion of the Work
withdrawn from the Contractor until the Work or portion thereof withdrawn is completed;
P-sI8 18
OPS General ConditIons of Contract - September 1999
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d) charge the Contractor the additional cost over the Contract price of completing the Work or portion
thereof withdrawn from the Contractor, as certified by the Contract Administrator and any
additional compensation paid to the Contract Administrator for such additional service arising from
the correction of the default
e) charge the Contractor a reasonable allowance, as determined by the Contract Administrator, to
cover correction to the Work performed by the Contractor that may be required under subsection
GC 7.15, Warranty;
f) charge the Contractor for any damages the Owner may have sustained as a result of the default
and
g) charge the Contractor the amount by which the cost of corrections to the Work under subsection
. GC 7.15, Warranty,' exceeds the allowance provided for such corrections.
GC 4.10
Final Payment to Contractor
.01 If the Owner's cost to correct and complete the Workin.whole or inparUsJess than the amount
withheld from the Contractor under subSection' 'GO ;~~09.'Termination'.of~ntractol's Right to
Continue the Work,lthe OWner will paythe~balance,to1he~Contractorascsoon'8$ the final accounting
for the Contract is complete.
, GC4.11
,.,Termlnation of the Contract
GC 4.12
Continuation of Contractor's Obligations
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',01 The 'ContractOr's'obligation'under"the Contract as to 'qualityr correction and warranty .,of the Work
performed prior to the time of termination of the Contractorteni1inationof"theContr8ctor's right to
continue with the Work in whole or in part shall continue to be in force after such terminatiQO.
GC 4.13
Use of Performance Bond
.01 'fthe Contractor is in default of the Contract and ,the"Contracto'l"has'provided,~~' Performance Bond,
the provisions of this Section shall beexercisecUnaccordance with the-conditiQns of the Performance
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OPS General ConditIons d COntrac::t. September 1999
Page 19
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.
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GC 5.02
Quality of Material
.01 All Material supplied by the Contractor shall be new or unless otherwise specified in the Contract
Documents.
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.02 Material supplied by the Contractor shall conform to the requirements of the Contract.
.03 'As specified or as requested by the Contract Administrator, the Contractor shall make available for
iJRspection or testing a sample of any Material to be supplied by the Contractor. ;:.:;
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.04 . .~Contractor shall obtain for the Contract Administrator the right to enter upon the premises of the
Material manufacturer or supplier to cany out such inspection,. sampling and testing as specified or a
':4. 'requested by the Contract Administrator.
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.' .05Tt1ff~ shaD.nOtify the 'Contract Adrriinistratorof ttJ8'&ouroes of supply ~tIy in advance
. ',; ~~~Ii~m~=,:~ .~atesto ~Ie the Contract Administrator to perform the reqUi~.;inspection,
.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 cany out the required inspection, sampling and testing before the scheduled shipping
date. ~
.07 The Contractof'shall not, change the source of supply of any Material without the written authorization
of the Contract Administrator.
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.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~., ' Rejected Material
:01 ':.~iJ~ Material shall be removed from the Working Area' expeditiously after ~ notification to that
~~from the Contract Administrator. Where the Contractor fails to comply with such notice the
cdhtract Administrator may cause the rejected Material to be removed from the Working Area and
disposed of in what the Contract Administrator considers to be the most appropriate manner and the
Contractor shall pay the costs of disposal and the appropriate overhead charges.
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GC 5.04
Substitutions
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.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.
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OPS General ConditIons d ContnIct - Sepliember 1999
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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 'orby issuance of a Certificate of Equality on the Owner's,standard form of
"Certification of Equality"' and if any adjustment to the Contract price. is made by reason of such
substitution a Change Order shall be issued as well.
GC 5.05
Owner Supplied Material
Ordering of Excess Material
GC 5.05.01
.01 Where Material is supplied by the OwneNand.' where ,this, Material;is.7ordered~'by the. Contractor in
excess. of the, amount specified to complete.:the.,Work;~:;;exc:essJAateda1 shall.become the
; property ofthe\Contractor on completion of the Work and shall be' charged to;the Contractor at cost
plus applicable overheads.
GC6.05.02 Care of Material
,.,I-,,"'''';.';'\'.01~111Er~Contractor,shalli in'advance'ohecelptof .shlpments: of- MateriaI.suppliedby.theiOwner~provide<;~ ';.,-. ~",.. .
'. ., .,." ", .;;., '>:\~1kIeqoate'and'Proper.storagefacilitiesacceptable tothe'Contract~Administrator,~'8nd.on~e,receipt'ohi!;" ,,' 5'~'.'{}. fec"
such Material shall"promptly place it In storage except where it is to be' incorporated forthwith into the
Work.
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.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
,,,-, i';under4be.:controioUhe.Contractor it:shall be replaced:or,repairedby.th~.,Contractorat,noel(peI\~.~o"
" the,Owner,'and to the satisfaction oftheContractAdministrator~.If;such'Material'is rejecteci' by the '.
":Contract hfministratonfor reasons'which.are:not.the. fault ofthe,Contractor'jit shall ,remain in'tI1er(:8re
and at the risk of the Contractor until its disposition has been 'determined by. the 'Contract
Administrator.
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';03 'Where'Material'supplledby.the Owner arrives at.the deliverypointina,damaged . condition or where,
there are discrepancies between the quantities receivect,<tlnd.'1he:qoantities.~sbown on the bills of
. lading, the 'Contractor ,shall immediately,:,report 'such . damage .or':discrepancies to the' " Contract
Administrator who~ shall arrange for an:<immediate:;;inspection.~of,'Jhe;.:sh~nt and. provide the
.., Contractor with a 'Written release from;responsibility forsuclrdamage',or,-'deficiencies.:Where.damage
'ordeficienciesare not so reported it will be assumed that the'shipment arrived in good order and any'
,damageor; 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."SuchMaterial
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. . . ,
OPS General Conditions d ContrIIcl- September 1999
Page 21
.06 The Contractor shall provide the Contract Administrator, immediately upon receipt of each shipment,
copies of bills of lading, or such other documentation the Contract Administrator may require to
substantiate and reconcile the quantities of Material received.
.07 Where Material supplied by the Owner is ordered and stockpiled prior to the award of the Contract,
the Contractor shall, at no extra cost to the Owner, immediately upon commencement of operations,
check the Material, report any damage or deficiencies to the Contract Administrator and take charge
of the Material at the stockpile site. Where damage or deficiencies are not so recorded by the
Contractor 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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OPS General Conditions of ConIrac:t - September 1999
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SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE
GC 6.01
protection of Work, Persons and Property
.01 The Contractor. the Contractor's agents and all workers employed by or under the control of the
Contractor, including Subcontractors, shall protect the Work, persons and property from damage or
injury I and shall be responsible for all losses and damage which may arise as the result of the
Contractor's operations under the Contract unless indicated to the contrary below.
.02 The Contractor is responsible for 'the full cost of any necessary temporary provisions and the
restoration of all damage where the Contractor damages the Work or property in the performance of
the Contract. If the Contractor is not responsible for the damage that occurs to the Work or property
the Contractor shall restore such damage, and such work shall be administered according to these
General Conditions.
.03 The Contractor shall immediately inform' the~Contract "AdministratOr 'of'8U"'damage and injuries which
occur during the term of the Contract.
'.04 ,The Contractor shall not be responsiblefofJoss'and'tlamage1hatoccurs'as'aresult of,
a} war; ,
b) blockades, and Civil commotiqns; ,
:p)'.eIiYrs~~eC(mtnK,;tDocuments;or. . ,;, ",-,"\ ',', , .",."",,,>,:.,,
, ,'.:draCts"Of~~ic:>riS:Ofthe~,thEfCohtniCtAdmin~r;'~their.419~ atfd:~plOy~~,or,othE!rs:.
,-', ' 'not ui1der:the<~ntroI of the 'Contractor, 'but within the Working Area with the C>Wnt!r's permission.
.05 The Contractor, and his Surety or Sureties. shall not be released ,from any teRn '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 reJease duly executed by the Owner.
GC 6.02
Indemnification
.01 The "Contractor, shall-indemnify and hold, harmless the Owner and 'the ::ContractAdministrator, their
agel1ts' :'officers 'and employees from and against all -claims.i':demands.)osses,expe~,;costs,
, .' -'dam8geS,' ','actionS, suits' or ' proceedings. 'by third parties,! hereinaftercalJed. -claims-, directJy or
indirectly arising oralJeged 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 ordestruction of tangible
property;
b) caused by negligent acts or omissiooS:Ofthe:Contraclor or,anyone3or:YA1ose acts the Contractor
may be liable; and
c) made in writing within a period of 6 years from the date'of'Substantia",perf0rm8nce;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'performe(j' or Material furnished 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
Jack of or defect in title or an alleged lack of or defect in title to the Working Area.
OPS General Conditions ~ Contract - September 1999
Page 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.
't. 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 Uabllity Insurance
:",
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.01 ~eneralliability insurance shall be in the name of the Contractor, with the Owner and the Contract
;~~ministrator named as additional insureds, with limits of not less than 5 million',dollars inclusive per
iQ€:CUrrence for bodily injury, death, and damage to property including loss oruse thereof, with a
,.:'P.t9perty damage deductible of not more than $5000. The form of this insurance shall be the
. ',Jlsuran~ Bureau of Canada Form IBC 2100, dated 8-87. .
.02~Another form of insurance equal to or better than that required in IBC Form 2100rllaybe used,
provided all the requirements listed in the Contract are ir1cIuded., "ApproVal of this,. in$urance will be
COflditional upon the Contractor obtaining the ,services pf an Insurer 1ice~19undetwrfte "nsurance
,.In the ProvinCe of Ontario and obtaining the Insurers c:ertificate of equiyalency. ,ttLthe required
. 'inSUrance. - ' " '. ,', , .. .','" ",.." "
.03 >'rhe Insurance Sh~li'benl8intaim!d continuously from the commencement of the Work until 12 months
following the date of Substantial Performance of the Work, as set out in the Certificate of Substantial
Performance of the Work, or until the Final Acceptance Certificate is issued, whichever is later, and
with respect to completed operations coverage for a period of not less than 24 months from the date
of Final Acceptance of the Work as set out In the Final Acceptance Certificate, and thereafter to be
. maintained for a further period of 4 years.
.00j The'Co~ctor shall subl11it annually to the OWner, proof of continuation of the completed operations
. .' Coverage and if the Contractor fails to do so, the limitation period for claiming indemnity described in
. 'Paragraph GC 6.02.01 c), WIll not be binding on the Owner.
.05 ~b9uld the Contractor decide not to employ Subcontractors for operations requiring the use of
..~!9Sives for blasting, or pile driving or caisson work, or removal or weakening ~ support of property
.~~ing or land, IBC Form 2100 as required shall include the appropriate end~ments.
.06 ~<"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.
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.07 "Claims Made" insurance policies will not be permitted.
GC 6.03.03
Automobile Liability Insurance
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.01 Automobile liability insurance in respect of licensed vehicles shall have limits of not less than 5 million
..,do~ars)nclusive per occurrence for bodily injury, death and damage to property, in the following forms
"'eooorSeci "'to provide the Owner with not less than 30 Days' written notice In advance of any
cancellation, change or amendment restricting coverage:
a) standard non-owned automobile policy including standard contractual liability endorsement, and
b) standard owner's fonn automobile policy providing third party liability and accident benefits
insurance and covering licensed vehicles owned or operated by the Contractor.
Page 24
OPS General Condillons of Contract . Seplel.lber 1999
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GC 6.03.04
Aircraft and Watercraft Uability Insurance
.01 Aircraft: and watercraft liability insurance with respect to owned or nOrH)WOed aircraft and watercraft if
used directly or indirectly in the performance of the Work, including use of additional premises, shall
be subject to limits of not less than 5 million dollars inclusive per occurrence for bodily injury, death,
and damage to property including loss of use thereof, and limits of not less than 5 million dollars for
aircraft passenger hazard. Such insurance shall be in a form acceptable to the Owner. The policies
shall be endorsed to provide the Owner with not less than 30 Days' written notice in advance of
cancellation~ change or amendment restricting coverage.
GC 6.03.0S
GC'6.03.0S.01
Property and Boiler Insurance
Property Insurance
J .01, . All risks property insurance shall be in the name of theContractor+,wittLtbe..owner;~andJhe Contract
Administrator named ,as ,additional insureds;,'insuring'.not:.Jess~:than,~thetsum:ofthe..amount ,of the
,Contract, price and the full value, as may"be..stateci;Jn,tbe.,:'supplemeDtaLGEmeral.Conditions, of
""Material ;,thatis "specified to be ' provicled,:'bY,jMle:',Otiriefdor.1lncorpomtiom:into::the.;:,Work"with" a
deductible not exceeding 1 % of the amount insured at1he site of theWork.':Thisinsurance shall be in
N, :~'~. ".j 8'form'8cceptable tothe~OWner:and ',shalLbe,maintained continuouslyuntiL1 O.Days ,after, the date .of.
. j;'FinaIAcceptance'OftheWork,as set outin.a:..Final Acceptance Certificate. '
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ec"}:GC'6:03.oS.02' . "'~;v';'sOlktrlliSurance il ~
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,':; "'1't'~O,1 ~~Bdiren,sUI'8nce~inSUring;the ~ of1hi eohtriidor~~.the'Owner~nd,the'ContractAclrninistratorfor .
, , not less than the replacement value of boilers and pressure vessels. forming part mthe ~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~OS;.03' ." .,. ~'Use and Occupancy'OftlieWork'PrIOrtocOmpletlon
~01"'Should 1heOwnerWlsh1o'useor-occupy part or,all,ofthe.Work.priot;to: Substantial ,Performance, ,the
')(' ,~; "0Wner'WlII'glve'30~oays"'Writtert notice'te"the'contractor' of the inte'rldedpurpose and extent of such
,'" . use 'or occupancy.' 'Prior,to 'SUch use or occupancy the Contractor shall notify the Owner in writing of
the additional premium cost, if any, to maintain property and boiler insurance, which shall be at the
',' "'''OWner's expense~'lf because of such useoroccupancy:the:Contractor 'is. unable to provide
. ,," "':'COVerage;; the Owner upon 'written notice" from~the,.COntractor~tln(kprioriJmsuC,b~,:,.or. occupancy
;.:shall provide;' maintain and pay for ,property;and': boiler,insurance. insuring.tbe,JUJLvatue.of' the Work,
. 'including coverage for such, use or occupancy.':and'shalhprovide~tbe:..contraclDr.,witI:l.proof of such
".' " "'insurance:"The'Contractor"shall refund 'to the. Owner"the':uneamedellpremiums':applicableto 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
paymentWith' the' insurers." When the' extent of the loss or damage Is determined the. Contractor shall
proceed to restore the Work. 'Loss or damage shall not affect the rights and obligations of either party
under the Contract except that the Contractor shall be entitled to' such reasonable extension of
, ')'ContractTme relative;to'theextent of the loss or damage as the Contract Administrator may decide
in consultation with the Contractor.
'. "";' ~'..I~';~ _;' ~
OPS General Conditions of ConIrIId - SeI*mber 1999
Page 25
GC 6.03.05.04
Payment for Loss or Damage
.01 The Contractor shall be entitled to receive from the Owner, in addition to the amount due under the
Contract, the amount at which the Owner's interest in restoration of the Work has been appraised,
such amount to be paid as the restoration of the Work proceeds and in accordance with the
requirements of Section GC 8.0, Measurement and Payment In addition the Contractor shall be
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 policies except where such
amounts may be excluded from the Contractor's responsibility by the terms of this Contract
.03 In the event of a loss or damage to the Work arising from the action or omission of the Owner or
others. the Owner shall pay the Contractor the cost of restoring the Work as the restoration of the
Work proceeds and in accordance with the requirements of Section GC 8.0, Measurement and
, Payment
GC :6~03.o6
Contractor's Equipment Insurance
/; i:,.
.01 All risks Contractor's equipment insurance covering construction machinery and equipment used by
.- -'the Contractor for.~ perfonnanceof the Work, including boiler insuranceo~ ,temporary boilers and
pressure vessels, shall be ina form "acceptable to the OWner and shall not allow subrogation claims
by the insurer against the OWner. The policies shall be endorsed to provide the Qvmenvith not less
than 30 Days' written notice in advance of cancellatiOn, change or amendment restricting coverage
Subject ,to satisfactory, proof of financial capability by the Contractor ,for "self-insurance of the
Contractor's Equipment, the Owner agrees to waive the equipment insurance requirement, and for
'the purpose of this. Contract, the Contractor shall be deemed to be insured. This policy shall be
amended to provide permission for the Contractor to grant ,prior releases with respect to damage to
the Contractor's Equipment
GC 6.03.07
Insurance Requirements and Duration
.01 Unless specified otherwise the duration of each insurance policy shall be from the date of
commencement of the Work until 1 0 Days after the date of Final Acceptance of the Work, as set out
in the Anal Acceptance Certificate.
.02 The Contractor shall provide the OWner, on a form acceptable to the Owner, proof of insurance prior
to commencement of the Work, and signed by an officer of the Contractor and either the underwriter
or the broker.
/
.03 <1J1e Contractor shall, on request, prompUy provide the Owner with a certified true copy of each
. insurance policy exclusive of information pertaining to premium or premium bases used by the insurer
to determine the cost of the insurance. The certified true copy 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 specified otherwise the Contractor shall be responsible for the payment of deductible amounts
under the policies.
.06 If the Contractor fails to provide or maintain insurance as required in subsection GC 6.03,
Contractor's Insurance, or elsewhere in the Contract Documents, then the Owner 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.
Page 26
OPS General Conditions of Contract. September 1999
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.07 If the Contractor fails to pay the cost of the insurance placed by the Owner within 30 Days of the date
on which the Owner made a formal demand for reimbursement of such costs the Owner may deduct
the costs thereof from monies which are due or may become due to the Contractor.
GC 6.04
Bonding
.01 The Contractor shall provide the Owner with the surety bonds in the amount required by the tender
documents.
.02 Such bonds shall be issued by'a duly licensed surety company authorized to transact a business of
suretyship in the Province of Ontario and shall be maintained in good standing until the fulfilment of
the Contract.
,}(
OPS General Conditions d Contract - september 1999
Page 27
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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.
.02 The Contractor shall not commence the Work nor deliver anything to the Working Area until the
'Contractor has received ~ 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
~rious parts of the Work.
,,9_"
.04 The Contractor shall have the sole responsibility for the design, erection, operatiOn, . maintenance and
'.,_~rnoval of temporary structures and other temporary facilities and the design and execution of
:.ic,!?nstruction methods required in their use.
.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 Work, and the
'" Contractor shall not - be held responsible for that part of the design "or ,the specified method of
"""Construction. 'The Contractor shall, however, be responsible for the ,execution of such design or
specified method of construction in the same manner that the Contractor is responsible for the
execution of the Work.
.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 "Act") and Ontario Regulation
213/91 (which regulates Construction Projects) and any other regulations under the AI;t (the
"Regulations; which may affect the perfonnance of the Work, as the "constructor" or "employer", as
defined by the AJ::t, as the case may be. The Contractor shall ensure that
a) worker safety is given first priority in planning, pricing and perfonnlng the Work;
b) its officers and supervisory employees have a working knowledge of the duties of a "constructor"
," and "employer" as defined by the AI;t and the provisions of the Regulations applicable to the Work,
and a personal commitment to comply with them;
cta copy of the most current version of the AI;t and the Regulations are available at the Contractor's
; ".office within the Working Area, or, in the absence of an office, In the possession of the supervisor
: ":~:responsible for the perfonnance of the Work; " ~
;,~~ers employed to carry out the Work possess the knowledge, skills arid protective devices
'~required by law or recommended for use by a recognized industry association to allow them to
work in safety;
e) its supervisory employees carry out their duties in a diligent and responsible manner with due
consideration for the health and safety of the workers; and
f) all Subcontractors and their employees are properly protected from injury while they are at the
work place.
.07 The Contractor when requested shall provide the Owner with a copy of its health and safety policy
and program at the pre-start meeting, and shall respond prompUy to requests from the Owner for
confirmation that its methods and procedures for carrying out the Work comply with the Act and
Regulations. The 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 perfonned as a result of the
Contractor's failure to comply with the requirements of the Act and the Regulations.
Page 28
OPS General CondItions of Contract - Seplember 1999
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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 Information System or WHMIS,
which the Contractor expects to use on the Contract. Related Materials Safety Data Sheets shall
accompany the submission. All containers used in the application of products controlled under
WHMIS shall be labeUed. 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 while any work is being performed,
to act'foro(on the Contractor's behalf. Prior to commencement of construction, the ContractQr 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' shaU,--at 'no' additional cost'td theiOwner, furnish aU reasonable aid,' facilities and
assistance required by the Contract Administrator'for the 'proper inspection.and examination of the
; Work orthe'taking of measurements for,thepurposelof,paymenl. " ,i~': "'.
~11The Contractor shallpreparei andupdate.as,mquired~,a,coostr:uction:.SChedule'Jndicating the,til1ling of
the'.major and' critical' 'actiVitieS. of'the'Woi'k;'l"The schedule' shall 'be designed to ensure conformity
wittrthe specified \ContractTime. " 1Jle schedule shall be submitted to the Contract A9ministrator
> within 14 :Days from ~date'oHhe Contract award. ,-, . "
",\;12 !,~...the'.:COn~j'finds."'any,~,q~ney,,;or';'Omissiolt~latin9i'#"1he"',pOtttract,. .,;the
, ~~j"> ~':<"JGontr8ctOr'ShalIJjromptly~~ittotheiCOntractAdministrator and 'Shallnotproceechvith1heiactivity;' .-
'r-~..:,.'affected't.iritil'reoeiving'directionfrol11'theiContr8ctWiministrator;'.". 0" . .,.,-~
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.13 The Contractor shaU 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
shaU be responsible for any damage done to the underground utilities by the Contractor's.forces
", -during' cOnstruction ;if-the'stake'out-Iocations'are"within"the'.'toterances'glven in -paragraph GC
2.01.01a).
GC 7.02
Layout
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,_.;~; .Ot!";, Prior to Commencement' of construction,' the'Contract'Administrator and' the.Contrador will., tocateon
,site ,those property bars, baselines and benchmarks which are necessary to delineate the Working
Area and tolay out the Work, all as shown' on the Contract Drawings.
.02 The Contractor shall be' responsiblefor1he,:,preservation. of all, property~barS::-while the. Work is in
progress,. except ..those.' property ,bars"whichwushbe.removed "to .facilitate;,Jbe Work. .Any other
, property 'barsdiStUrbed,damaged'or'temdVed'bythe Contractor's opel'8tions:ShaIl 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. lay out the baseline and. benchmarks, and as may be
necessary for the inspection of the Work.
.04 The Contractor shall provide qualified personnel to layout and - establish all lines and grades
necessary for construction. The Contractor shall notify'the Contract Administrator of any layout work
carried out, so that 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 General Conditions of Contract . september 1899
Page 29
.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 result of the Contractor's
operations, such stakes. marks and reference points will be replaced by the Contract Administrator at
the Contractor's expense.
: .'4:,
GC'7~03
Damage by Vehicles or Other Equipment
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.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'Ubstitutions for such vehicles or equipment,. and shall alter loadings, or in Some other manner,
'.remove the cause of such damage to the satisfaction of the Contract Administrator.
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GC 7-04 Excess loading of Motor Vehicles
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.0f:Awhere a vehicle is hauling Material for use on the Work, in whole or in .part upon a Highway, and
where motor vehicle registration is required for such vehicle, the Contractor shall not cause or permit
such vehicle to. be loaded beyond the legal limit specified in the Highway -Traffic ~ct, R.S.O.1990,
~c:.H.8, as amendec(.whether such ,vehicle is registered in thena~ofthe Contractor or otherwise,
except where there are designated areas within the Working Area where ,overloading is permitted.
The Contractor shaH bear the onus of weighing disputed loads.
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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.
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GC 7.06
Maintaining Roadways and Detours
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.01 .yvhere 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
HiQhway, including the road under construction, or on detours within or adjacent to the Highway, in
accordance with the MUTCD.
.02'~"Contractor shall not be required to maintain a road through the Working ~ until such time as
the Contractor has commenced operations or. during seasonal shut down ,or on any part of the
Contract that has been accepted in accordance with these General Conditions. The Contractor shall
not be required to apply deicing chemicals or abrasives or carry out snowplowing.
.03 Where localized and separated sections of the Highway only are affected by the Contractor's
operations, the Contractor will not be required to maintain intervening sections of the Highway until
such times as these sections are located within the limits of the Highway affected by the Contractor's
general operations under the Contract.
.04 Where the Contract Documents provide for or the Contract Administrator requires detours at specific
locations, payment for the construction of the detours, and if required, for the subsequent removal of
the detours, will be made at the Contract prices appropriate to such work.
. '/."."
Page 30
OPS General Conditions of Contract - September 1999
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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' 'Wherework under the 'Contract is discontinued for any extended. period. including seasonaLshutdown,
'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 bythe'ContracfAdministrator, the cOnstruction of the detour and, if required,
the subsequent removal' shall be performed at the,Contractor'sexpeose., "The detour shall be
constructed 'and maintained to 'struCtural"andzgeoq\etric".standa~S~;JIRP~ed by .the Contract
. Administrator.' Removal and site .restoration'i:ShSlbf,be...per:formecl~8$.~directed .by the Contract
Administrator. .
":" "':08, Where/with'the' prior',written approval.ofthe.Contract,Administrator, the. Highway Is .~and the
','traffic 'diverted'entirely'off.the Highway'to any 'othertlighway,'the.Contractor shall.\at-no extracosHo
i'~' ',~.,~ ;'theOwner;\siJpply,'ereetand'maintain"1raffic control devic:etrin;llCCOr'dance'VJiththe Mlff.CD.;,
"",'':''. _'_','~:'. "'1 :'l.-!":::~:"_ .l,'~ ~'.):, \ ~t,> ..... ,..f::,......:';:;; 1" ,1,',:- k'_ "c
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....~ ~~...r09',.>.eompliance'With~'the',foregoing:proVisions shall in no:7MIY'relieVe.1heiContractOr...~..obJigations}under
, .,...~l,'...._ .~..subseCtion.'~Gc...6l01-:..protectioii:'Of.Work;"''PersoflS' "al1d~Propeity;;;\dealing,kwith>;the;'iContractor's
responsibility for damage claims,' except for 'cJairns'arlsing 'on sections "Of Highway within the Working
Area that are being maintained by others.
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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 Jocated in the Working Area.
'.03 . Where any interruptions in the supply.of.;;tJtiIity:;services.are'required.;and~ authorized by, the
, ' Contract 'Administrator; ihe'Contractor'shSlIgive'1he'affected"property'OWher5 "notice in accordance
; with subsection GC 7.11, Notices .by 'the Contractor, and shall arrange' such interruptions so as to
; create a minimum of interference to those affected.
GC 7.08
Approvals and Permits
:01 'Except as'speclfied in subsectionGC 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 General CondItIons of Contract - September 1999
Page 31
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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 ~ese circumstances, will be administered according to subsection GC 3.08, Delays.
GC 7.10
Contractor's Right to Stop the Work or Tennlnate 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 gMng 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
a~Contractor or of anyone directly employed or engaged by the Contractor,j,:,the Contractor may,
';Witho~ prejudice to any other right or remedy the Contractor may have, by gMng the Owner written
,'"dtice, terminate the Contract. .;j
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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,
altheContract 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 dlJe ,dates Identified jn clause GC
,"Mi'" '. 8.02.03, Certification and ~yment, the amounts certified by~Contract Administrator or within
, . 30 Days ofan 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 Contract.
.05 If the Contractor terminates the Contract under the conditiOns set out in this subsection, the
Contractor shall be entitled to be paid for all work performed according to the Contract Documents
, and for any losses or damage as the Contractor.may sustain asa result of the termination of the
, Contract.
GC 7..111
Notices by the Contractor
.~::; ,
.01.~fore work is carried out which may affect the property or operations of any ~inlstry or agency of
govemment or any person, company, partnershlp.or corporation, including a municipal corporation or
any board or commission thereof, and In additiOn to such notices of the commencement of specified
operations as are prescribed elsewhere in the Contract Documents, the Contractor shall give at least
48 hours advance written notice of the date of commencement of such work to the person, company,
partnership, corporation, board, or commission so affected.
.02 In the case of damage to, or interference with any utilities, pole lines, pipe lines, conduits, farm tiles,'
or other public or privately owned works or property, the Contractor shall immediately notify the
Owner and the Contract Administrator of the location and details of such damage or interference.
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GC 7.12
Obstructions
.01 Except as otherwise noted in these General Conditions, the Contractor assumes all the risks and
responsibilities arising out of any obstruction encountered in the performance of the Work and any
traffic conditions, including traffic conditions on any Highway or road' giving access to the Working
Area caused by such obstructions, and the Contractor shall not make any claim against the Owner for
any loss, damage or expense occasioned thereby.
.;02 Where the-obstructionis'a:Utility.orother man-made object, the Contractor shall not be required to
assume the risks 'and responsibilities' arising' out of such obstruction, unless the location of the
obstruction is shown on the plans or described in the specifications and the location so shown is
within the tolerance specified in paragraph GC 2.01.01 a), or unless the presence and location of the
- obstruction has otherwise been'made known to the Contractor or could have been determined by the
. visual site investigation made by the .Contractor in accordance with these General Conditions.
.03 During the course of the Contract, it is the:Contractor'sjresponsibility;to~'COl1Sult;with Utility companies
- l;or other .appropriate;authorities'forfurther-intormation:.in ;regard,-to;the:exact:loeation.of these Utilities,
. to exercise the necessary care in constructiOtroperations;''8nd1lcriake.-.uct't-ottler precautions as are
, --necessary to sateguardthe Utility from damage.
GC 7.13
Limitations -of Operations
.;, ". ':01', :Exceptfor:suchworkas 'rriaybe_requiredbythe:ContraCtAdminiStratorto:~intain~theWork~il)''8;safe"'
".. and satisfactory -condition"',the <.Contractor shall not carry on -.operations -, under the,: Contract..on; .
-Sundays'without permissionln.writingfromthe 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.
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GC 7.14
. Cleaning Up Before Acceptance
. ..01 Upon. attaining -Substantial ,Performance of theW~ - the Contractor shall remove surplus, materials, --
:. i ,,,..tooIs,constructionmachineryand equipment not: required for the performance of-the. remaining Wolt,..,
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 -cotnpletion--until:the-eontractor.has removed surplus
'materials, tools,construction machinery:andteqoipmenL- The-Contractor shall also have removed
debris, other than that caused by the Owner,-or:others. .--::'
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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 theprevious'paragraph,the Contractor shall correctprompUy, at no additional cost to the
Owner, defects or deficiencies in the Work which appear,
a) prior to and during the period of 12 months from the date of Substantial Performance of the Work,
" as setout 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 .
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OPS General Conditions of Contrad - september 1999
Page 33
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d) such longer periods as may be specified for certain Materials or some of the Work.
The Contract Administrator will promptly give the Contractor written notice of observed defects or
deficiencies.
.03 The Contractor shall correct or pay for damage resulting from corrections made under the
requirements of paragraph GC 7.15.02.
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OPS General CondItions of Contract - September 1999
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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
perfonned. The first estimate will be the quantity of Work performed since the Contractor
commenced the Contr'act, 'and every, subsequent 'estimate; except the final one,will be of the 'quantity
of Work perfonnedsince 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
; I quantities forthe issuance of the Completion Certificate shall be' based on the measurement of Work
, completed.
"~03 "Measurement of'the -quantities 'of theWorlcperformed,:willbe''8ither~by,~1 Measurement or by
"">Plan 'Quantity 'Principles as . indicated irii~ntract:~Adjustments'it0':9IaJr.Quantitymeasurements
. c,, ;'WiIl'normallybe"made"uSing\;"Plarf'Quantity~rinciples"but: may;'where'lIpprOpriate.,be made . using
:Actual Measurements: Those"items" identified' on"the'Tenderby1he'notation' (FJ}'in'the.unitcolumn; "
".,J ,;...);,.~. shall'be,..ICt'according\/to'1he~'Plan' Quantity: 'f:ltefns"wherethe;notation '(f)} doe& Qot<oCcur:shall , be ·
',".' paid aCcording to .ActuaIMeasure~ -. '
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GC,8.01.o2'
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:"Variatlons In TenderQLiantlties
.01 Where it. appears, that the quantity of.Worktobe done 'and/or' Material' to 'be supplied by the
Contractor under a unit' price ' tender' item will exceed or be leSs' than the 'terider quantity, the
'Contractor shall proceed'to do the Work and/or supply the Material required to complete the tender
, "item' and payment will" be made'for ~the'actual' amount of Work done' and/or, Material supplied ,at the
c' unit prices stated 'in'the'Tender-except as provided below:
.' .:\.,,.....)~ln'1he~case,of"a -Major.ttem'where'thequantity'of\Workperforlnedand/or:~~I,suppliec:tby:the
, 0,., Contractof"Etxceeds'the .tender quantity.~y more than 15%~"either',party,to the'Contractmay make
. "^8'written~i'equest;to'the"other'party:.to":negotiate - a'rev~ ':unitprice' for,that';portion::of'.the;Work -
performedaridlor"Material'supplied,which"exceeds 115% -of'the 1enderquantity; 'Thenegotiation
. 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 and/or supplying the Material under the tender item plus
'areasonableallowance'forprofit and applicable overhead.
'b) 'In the case ofa Majorltem'wherethe"qtJantitY!bf~Work"P8rforrned'8ndlorMaterial supplied by the
Contractor is less than 85% 'of the tender;quantity,'1he Contractormay:make a writteni'equest to
negotiate for the portion.of the actual.;overheads',and:fixed icosts.IIPplicable1 to the amount of the
. underrun in excess of 15% of,the tender'quantity:..For:purposes-ot~negotiation.the.Qv~eads .
and fixed costs :applicable to the item are deemed to. have' been prorated unifonnly over 100% of
the tender quantity for the item. Overhead costs shall be confinned by a statement certified by the
Contractor's senior financial officer or auditor and may be audited by the Owner. Alternatively,
-- where'both'parties'agree;-an allowance equal to 10% -of the unit price on the amount of .the
underrun in excess of 15% of the tender quantity will be paid.
','Written requests for compensation must be received no later than 60 Days after the issuance of the
Completion Certificate.
GC 8.02
GC 8.02.01
Payment
Price for Work
.01 Prices for the Work shall be full compensation for all labour, Equipment and Material required in its
performance. _ The term "all labour, Equipment and Materiar' shall include Hand Tools, supplies and
other incidentals.
OPS General Conditions of Contract - September 1999
Page 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, arrange for adequate
and proper storage facilities and notify the Contract Administrator of their locations.
:.,b) The value of aggregates, processed and stockpiled, shall be assessed by the following Procedure:
i. Sources Other Than Commercial
(1) Granular 'A', 'B' and 'M' shall be assessed at the rate of 60% of the Contract price.
(2) Coarse and fine aggregates for hot mix asphaltic concrete, surface treatment and PorUand
cement concrete shall be assessed at the rate of 25% of the Contract price for each
aggregate stockpiled.
,~.ii. . ~;;,,~~~~ :~~ coarse and fine aggregates will be considered at JtIe above rate when
''':~r' such materials are stockpiled at s commercial source where further proceSsing is to be carried
out before incorporating such materials into a final product. AdvanCe payments for other
materials located at a commercial source will not be made.
jt:c) Payment for all' other. materials, unless otherwise specified. elsewhere in the Contract, shall be
.., based onthe invoice price, and the ContractOr shall submit proof of costtottle Contract
Administra10r before payment can be made by the Owner. ... .
d) The payment for all Materials shall be prorated.against the appr:opriate tender itemby\~ying 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'1II1Y monies advanced by the
. Owner and for the due completion of the Work. The. ContracIOr(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 Administra1or.
j. f) Such materials shall remain at the risk of the Contractor who shall be responsible for any loss,
damage, theft, improper use or destruction of the materiall10wever caused.
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.02'~re 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
.. ""c:>"nIY be determined when the material meets the requirements of the appropriate specification.
GC 8.02.03 Certification and Payment
......
GC 8Ji2:03.01 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)'lany 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 36
OPS General Conditions of Contract - September 1999
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.03 One copy of the progress Payment Certificate will be sent to the Contractor.
.04 Payment will be made within 30 Days of the Cut-Off Date.
GC 8.02.03.02
Certification of Subcontract Completion
.01 Before the WorK has reached the stage of Substantial Performance, the Contractor may notify the
Contract Administrator, in writing that a subcontract is completed satisfactorily and ask that the
,Contract Administrator certify.the completion of such subcontract.
.02 The Contract Administrator 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'Administratorwill set out in the Certificate ofSubcontracl.campletion the date. on which
"the subcontract was completed and within:7' Days~ of:rthe 'date;the 'subcontract::(i$ certified :complete,
the Contract.Administrator will give a copy-ot.thecertificate'.to~the.Contractot'aQdito . the Subcontractor
amcemed. .
iGC 8.02.03.03. " .';Subc;ontract.StatutoryHoldbackRelease .Certificate.and Pa~~~
~ .01' ;'FOIlowirig' ~ipfofthe"Certificat8 of<SUbconb'actCornpletio~~~;~9Wner~~II~,i~nd~y;the.. ,
,. :, "'";,,'Contractor,the.statutory holdback retained. in'respect.of th8:Sl:Iooo;itl8<:l.:lSuctf;,.reqe:~I~be,made ;.;"
.' ".;:,;",;'~;';l{46fDays.,aftef,thejdate4he6Ubcontractlwascertified.:,complete:8nd"providing;theJ:ontractoi;~SJJbmits,
the following to the Contract Administrator: . .:. . .
a) a document 'satisfactory to the"Coi1tractAdministratorthat wiD release the Owner.from all further
claims relating to the subcontract, qualified by stated exceptions such as holdback monies;
b) evidence satisfactory to the Contract Administrator that the. Subcontractor has discharged all
" liabilities incurred in carrying out the subcontract; " .
. c);a. satisfactoryclearance.certificate or .letter from..the .WorkpIace:,Safety" and.. Insurance.. Board
..... relating to the subcontract; and , . ." ...' '. ",
d) 'acopy:of1he .contract.between:the.Contractor and:the.Subcontractor..and.a.satisfac;:tory';Statement
: showing the total amount due the SubcontractorifrOm the Contr'8Cto!'. "
. .02 Paragraph 'GC8.02~03.03.01 d), will only apply to Lump Sum Items and then only when. the Contract
Administrator specifically requests it
'.03 Upon receipt of the statutory holdback, .theCorrtractor'''sha1f1orthwittl';give:<>the Subcontractor the
payment due under the subcontract.
.04 Release of statutory holdback bytheOWner'in'respect"of''S''''subcontract"shall not relieve the
Contractor, or the Contractor's Surety, of any of their responsibilities.
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GC 8.02.03.04
Certification of Substantial Perfonnance
.01 Upon application by the Contractor and where the Contract has been substantially performed the
Contract Administrator will issue a Certificate of Substantial Performance.
.02 The Contract Administrator will set out in the Certificate of Substantial Performance the date .on which
the Contract was substantially ,performed and within 7 Days after. signing the said certificate the
Contract Administrator will provide a copy to the Contractor.
.03 Upon receipt of a copy of the Certificate of Substantial Performance, the Contractor shall forthwith, as
required by Section 32(1) Paragraph 5 of the Construction Uen Act, R.S.O. 1990, c.C.30, as
amended, publish a copy of the certificate in a construction trade newspaper. Such publication shall
include placement in the Daily Commercial News.
OPS General Conditions of ContraCt - Sepliember 1999
Page 37
.04 Where the Contractor fails to publish a copy of the Certificate of Substantial Performance as required
above within 7 Days after receiving a copy of the certificate signed by the Contract Administrator, the
Owner may publiSh a copy of the certificate at the Contractor's expense.
.05 Except as otherwise provided for in Section 31 of the Construction Uen Act. the 45-day lien period
prior to the release of holdback as referred to in clause GC 8.02.03.05, Substantial Performance
Payment and Statutory Holdback Release Payment Certificates, shall commence from the date of
publication of the Certificate of Substantial Performance as provided for above.
GC'8.02.03.05
Substantial Perfonnance Payment and Substantial Perfonnance Statutory
Holdback Release Payment Certificates
!.<;
.01 . When the Contract Administrator issues the Certificate of Substantial Performance the Contract
r Administrator will also issue the Substantial Performance Payment Certificate and the Substantial
Performance Statutory Holdback Release Payment Certificate or where appropriate, a combined
;:~yrTlent certificate. .;
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.02,'ilQ~'Substantial Performance Payment Certificate will s.how,
"'afthevalue of Work performed to the date of Substantial Performance;
b) the value of. outstanding or incomplete Work;
~c) . the' amount of the statutory holdback,' anowing for any previous releases of statutory holdbSck to
, . the Contractor in respect of completed subcontracts and deliveries of pre-selected equipment;
.d)the a~nt of maintenance security. requirecl; and , .
;1-"e) the amount due the'Contractor. . ..~<,
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.03 . Payment of the amount certified will be made within 30 o8ys of the date 'of isSuance of the payment
'certificate. > .' . '., .
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.04 The Substantial Performance Statutory Holdback Release 'Payment'Certificate will be a payment
,gertificate releasing to the Contractor the statutory holdback due f.n respect of Work performed up to
. the date of Substantial Pefformance. Payment of such statutory holdback shall be due 46 Days after
the date of publication of the Certificate of Substantial Performance but subject to the provisions of
the Construction Lien Act and the submission by the Contractor of the following documents:
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 matters arising out of subsection GC 3.14, Claims, Negotiations, Mediation;
b) a statutory declaration in a form satisfactory to the Contract Administrator that allliabRities incurred
;:.It.tl~Y!he Contractor and the Contractor's Subcontractors in carrying out thepontract t1ave been
,......t'iisCharged except for statutory hold backs proper1y retained; '-
J:;ka satisfactory Certificate of Clearance from the Workplace Safety and Insuran98 Board; and
.~~~f of publication of the Certificate of Substantial Performance. ..
GC 8.02.03.06 Certification of Completion
.01 Upon application by the Contractor, and when the Contract reaches Completion, the Contract
Administrator will issue a Completion Certificate.
.02 The Contract Administrator will set out in the Completion Certificate the date on which the Work was
completed and within 7 Days of signing the said certificate the Contract Administrator will provide a
copy to the Contractor.
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OPS General Conditions d Contract - September 1999
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Completion Payment and Completion Statutory Holdback Release
PaymentCe~cates
.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 Release Payment .Ce~te ,.wiI.1 ,.be,..~ . payment. certificate
,", releaslng"to'theContractor'the' further'st:attrtory !hOldbackJ~l!PaymentQf~UCh$tStutory holdback shall .
(be due 46 Days after the date of Completion';of'ti1e~W()d(;as,establi$hed~by:,th&'Completion.Certificate
. but sUbjectto,the-'provisions.of,the ConsttuctionLien;:Act4illd;tbe~br:nission;~,the Contn:Por ,of. the ,
following documents: '
"a) a 'releaseb.Y~ the'Contractof,in a,'form . satisfactory ,to the Contract 'Administrator. ":releasingthe
'OWner frOm .allJurther 'claims' relating 'to the 'Contract;, qualified by stated 'excep~s where
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"':b)j:~'ded8tationin a'foifn:SatisfactOry'to'the':eo~~itt1i$fratoi'~8U'iabJlitiesjncufred
. ';~"~by: the'Contractor;altO, therContractor'.s SubcOntraCtOlS m'eanying.,outthe Contract' blilve . been
.,.. .' ." "" < '~"'disCharged;'qualified by ctatechtxceptionS whereappropriate;'and
... 'c). a satisfactory Certificate of Clearance:from the Workplace Safety and Insurance Board..
GC 8.02.03.08
Interest
. ,.:01.lnterestdue the Contractor is based on slmple interest and i$ aiJk::ulated,using the~ppl~1e Rllteofc
Interest. '.' .f, .
"GC'8.02;03.09
'Interest for Late 'Payment
.01 Provided the Contractor has complied with the requirements of the Contract including all
documentation requirements, when payment by the OWner to the Contractor for Work performed, or
'for release' of:statutoryholdback, is delayed by the Owner,!then the, Contractor shall be entitled to
receive interest on the outstanding paymentat:the'Rate'Of!lnteresti~jf1>8ymenttts not received on the
dates set out below:"...
a) Progress Payment Certificates: 30 Days.after;the.Cut.:off Date; , ,
b) Certificate 'of 'Subcontract Completion: "30,Days'.after,'the;idate:oertified:.asJthe date on.which. the
subcontract was completed;
c) Subcontract Statutory Holdback Release Payment Certificate: 76 Days after the date on which the
subcontract was completed;
"." d) . Substantial Performance' Payment Certificate: 30 Days after the date of issuance. of the certificate.
. e) Substantial . Performance Statutory Holdback' Release' Payment Certificate:. 76 Days after
publication of the Payment Certificate "of Substantial Performance;
f) Completion Payment Certificate: 30 Days after the date certified as the date on which the
Contract reached Completion; .
g) I Completion Statutory Holdback Release Payment Certificate: 76 Days after th.ed.a~!!.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 General Conditions of Contract - September 1999
P8ge 39
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GC 8.02.03.10
Interest for Negotiations and Claims
.01 Except as hereinafter provided, where a notice of negotiation, notice of intent to claim and the
subsequent claims are submitted in accordance with the time limits 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 settled
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 presc:ribed by subsection GC
'J'3.14, Claims, Negotiations, Mediation, interest shall not be paid. '
.04,.J~re,a Contractor fails to comply with the 3o-day time limit and the procedures prescribed in
/ Pi@graph GC 3.14.03.03 for submission of claims, interest shall not be paid for the delay period.
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GC&'Q~:b3;11 Owner's Set-Off
.01 ~.pursuant to section 12 of the Construction Lien Act, the OWner may retain from monies owing to the
Contractor' under this Contract an amount sufficient to cover any outstanding or disputed liabilities
., including the cost to remedy .deficie~, the reduction in value of substandard portions of the Work,
'"'. claims' for 'damages by thi{d parties Which have not been determlned.1n wr1tIng' by the. Contractor's
"lnsurer;' ulidetermined claims by the Owner under paragraPh GC 8.01.02.01 a), any assessment due
,the Workplace Safety and Insurance Board and any monies to be paid to the workers In accordance
with clause GC 8.02.06, Payment of Workers.
.02 Under these circumstances the Owner will give the Contractor appropriate notice of such action.
GC 8.02.03.12
Delay In Payment
.01 The OWner shall not be deemed to be in default of the Contract provided any delay in payment does
;: not exceed 30 Days from the due dates as defined in paragraph GC 8.02.03.09.01.
GC 8.02.04 .
Payment on a TIme and Material Basis
.', GC,.~~~~()1
-.-to:';: .
.01 Forlhe purpose of this clause the following definitions apply:
.;~ .
Cost of 'Labour: means the amount of wages, salary, travel, travel time, food, lodging or similar items and
Payroll .Burden paid or incurred directly by the Contractor to or in resped 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
Definitions
-1.
Cost of Material: means the cost of Material purchased, or supplied from stock, and valued at current
market prices, for the purpose of carrying out Extra Work, by the Contractor, or by others when such
arrangements have been made by the Contractor for completing the Work, as shown by itemized invoices.
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.
Page 40
OPS Gene.... Conditions of Contract - September 1999
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Payroll Burden: means the payments in respect of workplace insurance, vacation pay, employment
insurance, public liability and property damage insurance, sickness and accident insurance, pension fund
and such other welfare and benefit payments forming part of the Contractor's normal labour costs.
Rented Equipment means equipment that is rented or leased for the special purpose of Work on a Time
and Material Basis from a person, firm or corporation that is not an associate of the lessee as 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' indudes all work incidental thereto other than work on structures.
Sewer . and 'Watermaln Work: means the preparation, construction, finishing and . construction
. 'maintenance'of sewer systems and watermain systems,' and indudes all work incidental thereto other than
work on structures.
XStandby'Time:"meanaany'period of.time WhiChis'not"COn$ideredWOr1dng':rr'"un~ which together with
. "1heWorkingTime does not exceed "1 Ohoursjn.any..one'.Working~Day";and~during 'which, time. a unit of
. equipment cannot practically beused.on other...work1>utmU$lJ:el1lsinm.tbe;;Site;in;Drder ta.continue. with .
.... : :.its~asslgnedtask;and during which time the unit',isi''I'fully'operable:tOhdition.
. -.'Structure "Work: " meansttheconstruction, 'reconstruction,' repair;;'alteration,remodelling,'renovation . or
"'demolition of any'bridget'building,'.tunnelor le1ainingwall and i~udes thepn!paration for ~ the laying of..
. , ';""~.1hefoijlidatiOri;' oft.anyJ.'bridgei'building;.;turinet't or''1etaining''YiaD <'andk.installationof;'t!quiprnen{'and' ,~'
'.; ,I appurtenances' incidental: thereto. . ,
The 127 Rate: means the rate for a 'unit of equipment as-listed in'OPSS127;'Scheduleof'RentaIRates
. tot Construction Equipment Induding 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, uaing the' same principles as used in determining The 127 Rates.
.,:;' ;,'Work,onia':rime''8nd' Material ,Basis: : means Changes in the,woi1c,''Extra,Work. and ,Additional. Work
~: ~ '}approved<by' the 'Contract'Administrator1orpayrrient'on:a 'Tme~nd;MateriaI'basis.The. W~rkJ)n a . Time '..
. "I:;'~';"8nd""Material~B8sis'!'ah8ll:be\:subject,to ~'aUr'ithe-:;terms;' conditions;::specifications;and... proyi$ions of rthe
Contract.
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">WorkIngTlme: :means eachperiodof,time during which a u'nit of,equipment is actiVely. and of necessity
'."c,. ~engaged' on '8 ,specific,-operatiOnandthe' first .2 'hours ;of'fJach: immediately, 'following..period .duling which /
;.the'unit is,not so engaged but during which"the,:operatiomis:;Otherwise:proceecrJDg.:and, during ,which time
,the unit cannot practically. be transferred to otllenMxkbutmust'remain on the site:in order to continue.with
its assigned tasks and during which time the,LJllitis,in.a,fully.operablecondition..,.;,.,.:,. "
GC 8.02.04.02
Dally Work Records
~01' Daily'WorkRecordsprepared as'the case maybe by either the Contractor's. representative or the
f.;. :'eontracti;Administrator'8nd',reporting~thelabour and 'Equipment.employedand 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 Tme and Material Basis. The payment adjustments on a Time and
Material baais shall apply to each individual Change Order authorized by the Contract Administrator.
OPS General Conditions of Contract - September 1999
Page 41
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Payment for Labour
.01 The Owner will pay the Contractor for labour employed on each Time and Material projed 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 resped 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 conduded 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
.01 The Owner will pay the Contractor for Material used on each Time and Material projed at 120% of the
i:4l)stof the Material up to $3000, then at 115% of any portion of the Cost of Material in excess of
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GC'8m~04.06 Payment for Equipment .
GC 8.02.04.06.01
Working Time
. .01 The Owner will pay 'the Contractor for the Working Time of all equipment other than Rented
Equipment and Operated Rented Equipment used on the Work on a Time and Material basis at The
'+127 Rates with a cost adjustment as follows:
a) Cost $10,000 or less - no adjustment;
b) Cost greater than $10,000 but not exceeding $20,000 - payment $10,000 plus 90% of the portion
in excess of $10,000; and
c) Cost greater than $ 20,000 - $19,000 plus 80% of the portion in excess of $20,000.
.02 The Owner will pay the Contractor for the Working Tune of Rented Equipment used on the Work on a
.,Tune 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 Time of Operated Rented Equipment used on the
Work on a Time and Material Basis at 110% of the Operated Rented Equipment invoice price
af)proved by the Contract Administrator prior to the use of the equipment on the Work on a Time and
,.Material Basis. .
Standby Time
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GC8~o-~G4~06.02
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.01 -.The Owner will pay the Contractor for Standby Time of Equipment at 35% of The 127 Rate or 35% of
the invoice price whichever is appropriate. The Owner will pay reasonable costs for Rented
Equipment where this is necessarily retained in the Working Area for extended periods agreed to by
the Contract Administrator. This will include Rented Equipment intended for use on other work, but
has been idled due to the circumstances giving rise to the Work on a Tune and Material Basis.
.02 In addition, the Owner will include the Cost of Labour of operators or associated labourers who
cannot be otherwise employed during the standby period or. during the period of idleness caused by
the circumstances giving rise to the Work on a Time and Material Basis.
.03 The Contract Administrator may require Rented Equipment idled by the circumstances giving rise to
the Work on Tme 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 retum.
Page 42
OPS General Conditions of Contract - September 1999
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.04 When Equipment is transported, solely for the purpose of the Work on a Time and Material Basis, to
or from the Working Area on a 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.otherprovision of this, Section, ,no ,payment shall ,be made to ,the. Contractor for
or in respect of Hand Tools or equipment that are tools of the trade.
GC 8.02.04.08
Payment for Work By Subcontractors .
.01 Where ,the Contractor arranges for Work on a,Time and Material Basis, ora part of it, to be, performed
, ~ySubcontractors, on "a,.,Time "and.,Material ,:basis.,and" has...received ~appr;o.val....prior,to the
,~,.,~ :,'commencement'of: such!.work;'.in ,accordancewitb;,;;;tbe>>"requirements'l:'Of~iSubsection,!'GC" 3.10,
. ,.;:..." :'Subcontra'cting. by the 'Contractor;"the;Owner will, pay'the lcostfof.,Work;.on4~me~and>1Material Basis
-'\;;:'\j.:;b~Ithe;Subcontractorcalculated-.as:if the.Contractor:hackion&"tb~1;in:aetand,.Material Basis,
plus 'a . markup calculated on the following basis:
,'. ,.a), 2Q%.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.
. 'I .\,02...NoJurther,rnarkup ',will beapplied.regardless.of.theextenUo,which,the .workis.assignedOliSUbletto,..., " "
-v ..' ,~ ~~~others;-.~~ -.If work::is,;:8ssigned';orr:.&ublet"m isn :associate,':.:as:~defined -~by_:,the: Securities:;Act,~fno.<markup .,.' ,,-';Yi~"i':H~1'.:~:~':"'
whatsoever will be applied. '
, .
GC 8.02.04.09
Submission of Invoices
" ~, " .01...A! the start .of ,the Work;on ,a :Time and. MateriaL.Basis", the Contractor,iShall.pro~d~e..applicable,,,
".b ,.","/labourand, Equipnientrates:notalready 'submittett to ,the :Contract Administrator,during..the course. of '.," c"
such work.
.02 . Separate<summariesshall .be' completed by the'Contractor according to the.stao~ard fonn)'Summary,
for Payment ,of Accounts on a . Time ,and Material Basis". . Each .summary,shall,include ,the order.
number and covering dates of the work and shall itemize ,separately labour, Materials,al)dEquipmenl
ilnvoices for Materials. Rented.' Equipment and other charges. incurred by the Contractor on the Work
on a Time and Material Basis shall ,be includedwith.eacl;l.iSUmmary.,-,,,._..,,.,~,..~-..""~~-,-,:;,..;:,,.. "',.~
'j03' Each .month .the.ContractAdministrator.will include.witIJ,~.mqnthly~J;QQ~~~9:li~cate, the
costS. of the Work on a 'Time"andMaterial 'Basis'incurred"Guringdhe:..prececling month all in
"accordance with the contract administrative, procedures'and the' Contracto(s -invoice. of the Work on a
Time and Material Basis. '
.04 The'final'''Summary. for Payment of Accounts'on a Time and Material Basis",shallbe;submitted by the
Contractor within 60 Days after the completion of the Work on a Time and Material Basis.
GC 8.02.05
Final Acceptance Certificate
,.01- After ,the ,acceptance of .the ,Wad< ~the. Contract.Administrator.will issue the, Final,Acceptance
Certificate, or, where applicable, after the Warranty Period has expired. The Final. Acceptance
Certificate will not be issued until all known deficiencies have been adjusted or corrected, as the case
may be, and the Contractor has discharged all obligations under the Contract.
OPS General Conditions of ContnlCt . Septe'nber 1999
Page 43
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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
.i.' . original Records until 12 months after the Final Acceptance Certificate is issued or until all claims
have been settled, whichever is longer. The Contractor shall require that SubContractors employed
by the Contractor preserve all original Records pertaining to the Work, Changes in the Work, Extra
Work and claims arising therefrom for a similar period of time.
.02 If, in the opinion of the Contract Administrator, 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 Daily Work Records shall be reconciled with and signed by the Contractor's representative 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.
Page 44
OPS General Conditions of Contract - September 1999
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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 General Conditions cA Contract - September 1999
Page 45
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