HomeMy WebLinkAbout2000-79 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 2000- 7 9
Being a By-law to authorize a contract between the
Corporation of the Municipality of Clarington and Hardco
Construction Ltd., Whitby, Ontario, to enter into an agreement
for the Mearn's Avenue Reconstruction and Liberty Street
sidewalk Reconstruction, Bowmanville, Ontario.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS
AS FOLLOWS:
1. THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the
Corporation of the Municipality of Clarington with the Corporation Seal, a contract
between Hardco Construction Ltd., Whitby, Ontario, and said Corporation; and
2. THAT the contract attached hereto as Schedule "A"form part of this By-law.
By-law read a first and second time this 12 day of June , 2000.
By-law read a third time and finally passed this 12 day of June, 2000.
Mayor
DEPUTY CI
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
Memorandum
To: Marie Knight, Deputy Clerk
From: Lou Ann Birkett, C.P.P., A.M.C.T., Purchasing Manager
Date: June 19, 2000
Re: CL 2000-3, Mearn's Avenue Re-construction
Please find enclosed one (1) copy of a fully executed document for the above tender.
Thank you for your assistance.
Yours truly,
Lou Ann Birkett, C.P.P., A.M.C.T.
Purchasing Manager
LAB*km
Encl.
D N:H:EXEC UTE\Exdclerk
MUNICIPALITY OF
arin ton
ONTARIO
VH
■ engineers
architects
planners
CORPORATION OF
THE MUNICIPALITY OF CLARINGTON
' MEARNS AVENUE RECONSTRUCTION AND
LIBERTY STREET SIDEWALK CONSTRUCTION
CONTRACT NO. CL2000-3
i
MARCH 2000
■ engineers
architects
planners
TSH No. 12-10891/12 10936
AGREEMENT
THIS AGREEMENT made in quadruplicate this sixth day of June 2000
BETWEEN: HARD-CO CONSTRUCTION LTD.
' of the Regional Municipality of Durham and Province of Ontario
' hereinafter called the "Contractor"
' THE PARTY OF THE FIRST PART
' - and -
' the CORPORATION OF THE MUNICIPALITY OF CLARINGTON
' hereinafter called the "Purchaser"
' THE PARTY OF THE SECOND PART
WITNESSETH, that the party of the first part, for and in consideration of the payment or
' payments specified in the tender for this work hereby agrees to furnish all necessary machinery, tools,
equipment, supplies, labour, and other means of construction and, to the satisfaction of the Engineer, to do
all the work as described hereafter, furnish all the materials except as herein otherwise specified, and to
complete such works in strict accordance with the plans, specifications and tender therefore, all of which are
' to be read herewith and form part of this present agreement as fully and completely to all intents and
purposes as though all the stipulations thereof have been embodied herein.
' Page I of 3
DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS
CONTRACT NO. CL2000-3, RECONSTRUCTION OF MEARNS AVENUE
AND LIBERTY STREET SIDEWALK CONSTRUCTION
ADDENDUM NO. 1, May 16, 2000
' A. TENDER FORM: General Pages 1 and 2
Itemized Bid Pages 3 to 10
' Bonds
Schedule of Tender Data Page 12
B. INSTRUCTIONS TO TENDERERS Pages 1 to 5
C. SPECIAL PROVISIONS - GENERAL Pages 1 to 26
' D. SPECIAL PROVISIONS -TENDER ITEMS Pages 1 to 11
E. STANDARDS
F. BREAKDOWN SHEET
' G. PLANS: Drawings No. 1 - 14, W1 -W3 (Mearns Avenue), 15 - 17 (Liberty Street)
H. STANDARD SPECIFICATIONS: The applicable edition of the following Ontario Provincial Standard
' Specifications and Region of Durham Specifications, revised March 2000.
OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date
' 127 Current 314 Dec. 1993 408 Oct. 1989 511 Feb. 1990
128 Current 351 Sept. 1996 410 Apr. 1999 570 Aug. 1990
' 201 Feb. 1996 353 Sept. 1996 421 Apr. 1999 571 Aug. 1990
206 Dec. 1993 355 Sept. 1996 501 Feb. 1996 572 Aug. 1990
212 Apr. 1999 405 Feb. 1990 506 May 1994 577 Feb. 1996
310 Mar. 1993 407 Oct. 1989 510 Oct. 1993
I. GEOTECHNICAL INVESTIGATION (Borehole Logs)
J. GENERAL CONDITIONS: OPS General Conditions of Contract(September 1999)
All plans and documents referred to in the Specifications.
' The Contractor further agrees that he will deliver the whole of the works completed in accordance with
this agreement on or before the expiration of sixty (60) working days from the commencement date of June
26, 2000.
Page 2 of 3
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.
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 )
)
)
SIGNED and sealed by the Purchaser
Diane Hamre, Mayor
in the presence of )
)
ars40erk
1
' Page 3 of 3
CONTRACT NO. CL 2000-3
MUNICIPALITY OF CLARINGTON
Reconstruction of Mearns Avenue and Construction of Liberty Street Sidewalk
ADDENDUM NO. 1
Contractors are hereby advised of the following clarifications/modifications to Contract CL2000-3.
ITEMIZED BID
Section 5-Contingencies, Page 9
The total to be carried to the summary page for Section 5 is zero.
SPECIAL PROVISIONS - GENERAL
Clause 3, Page 1, "Contract Time and Liquidated Damages"
This clause is amended in that charging of working days shall commence on June 13, 2000 and not June
26, 2000.
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
513 Division Street
COBOURG, Ontario K9A 5G6
May 16, 2000 18115i23iiici10891
' PROJECT: TENDER FOR CONTRACT NO. CL2000-3
RECONSTRUCTION OF MEARNS AVENUE AND
LIBERTY STREET SIDEWALK CONSTRUCTION
AUTHORITY: CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT ADMINISTRATOR: TOTTEN SIMS HUBICKI ASSOCIATES
ENGINEERS, ARCHITECTS and PLANNERS
513 DIVISION STREET
COBOURG, ONTARIO. K9A 5G6
' Telephone: 905: 372-2121 Fax: 905: 372-3621
TENDERER: HARD-CO CONSTRUCTION LTD.
t Name
1750 HARBOUR STREET
' WHITBY. ONTARIO. LIN 9G6
Address (include Postal Code)
905-668-2001 905-668-3584
Telephone and Fax Numbers
DAVE PAKOZDI
Name of Person Signing
ESTIMATOR
Position of Person Signing
TENDERS RECEIVED BY: Mrs. Patti Barrie, Clerk
' Corporation of the Municipality of Clarington
Municipal Administration Centre
40 Temperance Street
' BOWMANVILLE, Ontario. L1C 3A6
iaoaamm/7
Page 1 of 12 pages
TENDER CONTRACT NO, CL2000-3
To: The Mayor and Members of Council
Corporation of the Municipality of Clarington
Re: Contract No. CL2000-3,
Reconstruction of Mearns Avenue and Liberty Street Sidewalk Construction
Dear Mayor and Members of Council:
The Contractor has carefully examined the Plans, Provisions, Specifications and Conditions described herein
as part of the work to be done under this Contract. The Contractor understands and accepts the said Plans,
Provisions, Specifications and Conditions, and, for the prices set forth in this Tender, hereby offers to furnish
all machinery, tools, apparatus and other means of construction, furnish all materials, except as otherwise
specified in the Contract, and to complete the work in strict accordance with the said Plans, Provisions,
Specifications and Conditions.
The Contractor understands and accepts that the quantities shown are approximate only, and are subject to
increase, decrease, or deletion entirely if found not to be required.
Attached to this tender is a bid deposit in the amount specified in Clause 3 of the Instructions to Tenderers,
made payable to the Authority. This cheque or bid bond shall constitute a deposit which shall be forfeited to
the Authority if the successful Contractor fails to file with the Authority a 100% Performance Bond, and a
100% Labour and Material Payment Bond, satisfactory to the Authority within ten (10) calendar days from
the date of receipt of Notice of Acceptance of the Tender.
Notification of acceptance may be given and delivery of the form of Agreement made by prepaid post,
addressed to the Contractor at the address contained in this Tender.
Page 2 of 12 pages
ITEMIZED BID CONTRACT NO. CL2000-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL2000-3 for the following unit prices.
' Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP - Refers to Special Provisions
(P) - Plan Quantity Payment Item
RMDSS - Region of Durham Standard Specification(March 2000 Revision)
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
SECTION 1A-ROADWORKS
' 1. 201 Site Preparation, including LS $12,507.00 $12,507.00
SP Clearing and Grubbing
2. 206 Earth Excavation(Grading) m3 1,150 6.80 $7,820.00
SP (P)
3. SP Provisional Item
Excavation of Deleterious m3 250 14.70 $3,675.00
Material
4. 212 Earth Borrow m3 6,600 4.70 $31,020.00
SP
5. 310 Hot Mix H.L.-4 (Middle and t 2,200 44.10 $97,020.00
SP Lower Binder
6. 310 Hot Mix H.L.-3A t 30 81.80 $2,454.00
SP (Entrances)
7. 314 Granular 'A' t 3,500 11.10 $38,850.00
SP
8. 314 Provisional Item t 500 9.40 $4,700.00
SP Granular 'B', T e 1
9. 351 Concrete in Sidewalk m2 1,950 32.70 $63,765.00
SP
10. 353 Concrete Curb and Gutter (all in 1,570 32.70 $51,339.00
SP types)
11. 405 150 tnm dia. Subdrains with
' SP Geotextile.
a Perforated Polyethylene m 1,100 8.40 $9,240.00
b) Perforated CSP m 50 22.00 $1,100.00
Page 3 of 12 pages
ITEMIZED BID CONTRACT NO. CL2000-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL2000-3 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
12. 410 250 mm Dia. CP Storm
SP Sewer, Class 3 including m 15 90.00 $1,350.00
Excavation, Class "B"
' Bedding and Granular
Backfill
13. 410 300 mm Dia. CP Storm
SP Sewer, Class 3 including in 300 101.00 $30,300.00
Excavation, Class "B"
Bedding and Granular
Backfill.
14. 410 450 mm Dia. C.P. Storm
SP Sewer, Class 65-D, including in 9 137.00 $1,233.00
Excavation, Class "B"
Bedding and Granular
Backfill.
15. 410 525 mm Dia. CP Storm
SP Sewer, Class 50-D, including in 360 139.00 $50,040.00
Excavation, Class "B"
Bedding and Granular
Backfill
16. 410 600 mm Dia. CP Storm
SP Sewer, Class 65-D, including
Excavation, Class `B" in 18 229.00 $4,122.00
Bedding and Granular
Backfill.
17. 407 600 mm x 600 mm Pre-cast
SP Catchbasins, Type "A" ea 16 1,238.00 $19,808.00
OPSD-705.010
18. 407 600 mm x 600 mm Precast
SP Ditch Inlet OPSD-705.030 ea 5 1,138.00 $5,690.00
19. 407 600 mm x 1200 mm Pre-cast
SP Ditch Inlet OPSD 705.040 ea 2 1,610.00 $3,220.00
20. 407 1200 mm dia. Pre-cast
SP Maintenance Hole (OPSD ea 7 2,281.00 $15,967.00
701.030
Page 4 of 12 pages
ITEMIZED BID CONTRACT NO. CL2000-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL2000-3 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
21. 407 1500 mm Dia. Precast
SP Maintenance Hole (OPSD ea 3 3,247.00 $9,741.00
701.040
22. 408 Adjust Maintenance Holes ea 15 250.00 $3,750.00
and Catchbasins
23. 314 Provisional Item
SP Clear Stone Bedding with t 100 31.20 $3,120.00
Geotextile
24. 501 Water for Compaction and m3 1,200 0.80 $960.00
Dust Suppression
25. 506 Calcium Chloride Flake kg 6,800 0.13 $884.00
f Asphalt m 265 1.60 424.00
26. SP Sawcuttmg o p $
' 27. 510 Removal of Curb and Gutter m 100 11.00 $1,100.00
SP
28. 510 Removal of Concrete m 46 11.00 $506.00
SP Sidewalk
29. 510 Removal of Culverts and in 90 11.00 $990.00
Sewers
30. 510 Removal of Maintenance 5 320.00 $1,600.00
SP Holes and Catchbasins ea
31. 510 Removal of Asphalt Pavement
SP - Full Depth mz 6,200 1.57 $9,734.00
32. 570 571 Topsoil (Imported) and Sod
SP Nurser Unstaked m 7,000 4.40 $30,800.00
33. 570 Topsoil(imported)
SP m2 5,000 2.10 $10,500.00
34. 572 Seed and Mulch
SP k 45 27.00 $1,215.00
35. RMDSS a) Adjust Water Valve
SP Boxes ea 15 81.00 $1,215.00
b) Valve Box and Rod
Extension ea 9 181.00 $1 629.00 JI
Page 5 of 12 pages
ITEMIZED BID CONTRACT NO. CL2000-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL2000-3 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
36. SP Provisional Item
Geotextile for Sub rade m2 500 3.40 $1,700.00
37. 577 Provisional Item
SP Siltation Control 200 8.00 $1,600.00
a) Light Duty Silt Fence m
Barrier
b) Straw Bale Flow Check ea 7 108.00 $756.00
c) Temporary Rock Flow ea 4 416.00 $1,664.00
Check
38. SP Concrete Pipe Plugs ea 1 133.00 $133.00
39. 511 provisional Item m2 30 29.00 $870.00
SP Rip Rap
40. RMDSS a) Salvage and Relocate ea 2 1,886.00 $3,772.00
SP Existing Hydrant
b) Adjust Existing Hydrant ea 1 1,056.00 $1,056.00
Total Section 1A- carried forward to Summary) $544,939.00
SECTION 1B -LIBERTY STREET SIDEWALK
1. 212 Earth Borrow
SP m3 400 7.80 $3,120.00
2. 310 Hot Mix H.L.-A t 70 81.80 $5,726.00
SP
3. 314 Granular `A' t 655 14.50 $9,497.50
SP
4. 351 Concrete in Sidewalk
SP m2 1,300 39.70 $51,610.00
5. SP Sawcutting m 87 3.00 $261.00
6. 408 Maintenance Hole Adjustment ea 4 173.00 $692.00
Page 6 of 12 pages
ITEMIZED BID CONTRACT NO. CL2000-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL2000-3 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
■ No. No.
7. RMDSS Adjust Water Valve Box ea 1 181.00 $181.00
SP
8. 570 Topsoil(Imported) and
571 Nursery Sod (unstaked) m2 3,500 5.80 $20,300.00
SP
9. 570 Topsoil(Imported) and
571 Nursery Sod (Staked) m2 30 5.80 $174.00
SP
10. 510 Asphalt Pavement Removal
SP m2 595 4.70 $2,796.50
11. SP Miscellaneous Works LS $10,000.00
Total Section 1B - carried forward to Summary) $104,358.00
1
SECTION 3 -WATERMAIN AND APPURTENANCES
3.01.00 RMDSS Pipe
SP
.02 200 mm PVC in 120 93.00 $11,160.00
.04 300 mm PVC in 21 220.00 $4,620.00
3.03.00 RMDSS Valves
SP
04 200 mm dia. Gate Valve and ea 2 1,327.00 $2,654.00
Box
3.04.00 RMDSS Hydrants
SP
.03 Temporary Flushing Hydrant ea 2 948.00 $1,896.00
01 New Hydrant with Storz $6,104.00
Pump Nozzle ea 2 3,052.00
.04 Salvage and Relocate Existing
Hydrant ea 1 1,866.00 $1,866.00
Page 7 of 12 pages
ITEMIZED BID CONTRACT NO. CL2000-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL2000-3 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
3.05.00 RMDSS Services
.01 19 mm Main Stop ea 1 205.00 $205.00
.11 19 mm Copper Pie m 5 58.00 $290.00
3.06.01 RMDSS 19 mm dia. Test Point ea 1 805.00 $805.00
SP
3.0701 RMDSS 19 mm dia. Blow off as per
SP S-406 ea 2 605.00 $1,210.00
.02 Mechanical Joint Plug ea 1 230.00 $230.00
Total Section 3 - carried forward to Summary Page) .$31,040.00
SECTION 5-CONTINGENCIES
1. Stone Below Pipe Bedding
1 0.00 m to 3.75 m m3 $45.00
.2 3.75 m to 5.25 m m3 48.00
.3 5.25 m to 6.75 m m3 55.00
.4 6.75 m to 8.25 m m3 65.00
5 8.25 m to 9.75 m m3 77.00
2. Extra Excavation in
Trenches
1 0.00 m to 3.75 m m3 12.00
.2 3.75 m to 5.25 in 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
1 .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 45.00
5 Heavy Equipment Operator hr 47.00
Page 8 of 12 pages
ITEMIZED BID CONTRACT NO. CL2000-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL2000-3 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
6 Carpenter hr 47.00
4. Located WS or Main Valve
Box
1 Total Exposure ea 250.00
.2 Partial Exposure ea 200.00
5. WS Box-Extra Over Item 4
I 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 tonne 700.00
Total-Section 5 carried forward to Summary Page) $0.00
Page 9 of 12 pages
ITEMIZED BID CONTRACT NO. CL2000-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL2000-3 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. I No.
SECTION 8- GENERAL ITEMS
4.02.01 SP One Hundred Percent(100%)
Performance and Guarantee LS 8,880.00 $8,880.00
Maintenance Bond, Liability
Insurance and Labour and
Material Payment Bond
4.03.01 SP Mobilization and LS 1,635.00 $1,635.00
Demobilization
Total Section 8 - carried forward to Summary) $10,515.00
SUMMARY: Total Section 1A- Roadworks $544,939.00
Total Section 1B -Liberty Street Sidewalk $104,358.00
Total Section 3 - Watermain $31,040.00
Total Section 5- Contingencies $0.00
Total Section 8 - General Items $10,515.00
Total (excluding GST) $690,852.00
Total) $48
T
GST (7% of o ) ,359.64
TO'PA NT $739,211 6
Tenderer's GST Registration No. R132461768
Page 10 of 12 pages
AGREEMENT TO BOND (to be completed by Bonding Company) CONTRACT NO L2000-3
BOND NO.1000 1146-58
WE, the Undersigned, HEREBY AGREE to become bound as Surety for
HARD-CO CONSTRUCTION LTD.
in a Performance Bond totalling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and a
Labour and Material Payment Bond totalling ONE HUNDRED PERCENT (100%) of the Total Tender
amount, and conforming to the Instruments of Contract attached hereto, for the full and due performance of
the works shown or described herein, if the Tender for Contract No. CL2000-3 is accepted by the Authority.
IT IS A CONDITION of this Agreement that if the above mentioned Tender is accepted, application
g P PP
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 11th day of May 2000
LONDON GUARANTEE INSURANCE COMPANY
Name of Bonding Company
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 11 of 12 pages
SCHEDULE OF TENDER DATA CONTRACT NO CL2000-3
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 10
Agreement to Bond Page 11
Schedule of Tender Data Page 12
B. INSTRUCTIONS TO TENDERERS Pages 1 to 5
C. SPECIAL PROVISIONS - GENERAL Pages 1 to 26
D. SPECIAL PROVISIONS -TENDER ITEMS Pages I to 11
E. STANDARDS
F. BREAKDOWN SHEET
G. PLANS: Drawings No. 1 - 14, W1 -W3 (Mearns Avenue), 15 - 17 (Liberty Street)
H. STANDARD SPECIFICATIONS:
It shall be the Contractor's responsibility to obtain the applicable edition of the following Ontario
Provincial Standard Specifications and Region of Durham Specifications, revised March 2000.
OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 314 Dec. 1993 408 Oct. 1989 511 Feb. 1990
128 Current 351 Sept. 1996 410 Apr. 1999 570 Aug. 1990
201 Feb. 1996 353 Sept. 1996 421 Apr. 1999 571 Aug. 1990
206 Dec. 1993 355 Sept. 1996 501 Feb. 1996 572 Aug. 1990
212 Apr. 1999 405 Feb. 1990 506 May 1994 577 Feb. 1996
310 Mar. 1993 407 Oct. 1989 510 Oct. 1993
I. GEOTECHNICAL INVESTIGATION(Borehole Logs)
J. GENERAL CONDITIONS: OPS General Conditions of Contract(September 1999)
The Contractor, by this Tender, offers to complete the work of this Contract in strict accordance with the
terms contained herein.
By my/our signature hereunder, I/we hereby identify this as the Schedule of Tender Data, Plans and
Specifications, for Contract No. CL2000-3, executed by me/us bearing date the
day of % ,-r-A 2000.
SIGNATURE
POSITION STIMAT
(COMPANY SEAL)
NAME OF FIRM HARD-CO CONSTRUCTION LTD.
This is Page 12 of 12 Pages to be submitted as the Tender Submission for Contract No. CL2000-3.
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2000-3
INSTRUCTIONS TO TENDERERS
18043/23/l/C
MEX
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2000-3
CLAUSE SUBJECT PAGE
1. GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2. BLANK FORM OF TENDER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
3. TENDER DEPOSITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
4. BONDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
5. RIGHT TO ACCEPT OR REJECT TENDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
6. UNACCEPTABLE TENDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
7. ABILITY AND EXPERIENCE OF TENDERER . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
8. PROVINCIAL SALES TAX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
9. GOODS AND SERVICES TAX (GST) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
10. EXECUTE CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
11. COMMENCEMENT OF WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
13. SOILS INFORMATION AND CROSS-SECTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . 3
14. TENDERERS TO INVESTIGATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
15. INQUIRIES DURING TENDERING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
16. AWARD OF THE CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
17. DEFINITION OF OWNER/AUTHORITY AND
ENGINEER/CONTRACT ADMINISTRATOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
18. ADDENDA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
19. UTILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
20. PRE-CONSTRUCTION SURVEY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
PAGE ONE
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2000-3
1. GENERAL
SEALED Tenders plainly marked "Contract No. CL2000-3" will be received until:
2:00 P.M., LOCAL TPOE, FRIDAY, MAY 19, 2000
and shall be addressed to: Ms. Patti Barrie, Clerk
Corporation of the Municipality of Clarington
Municipal Administration Centre
40 Temperance Street
Bowmanville, Ontario. L1C 3A6
2. BLANK FORM OF TENDER
One copy of the Tender, on the forms provided, shall be submitted. All information requested
shall be shown in the tender, in the space provided.
3. TENDER DEPOSITS
All tenders shall be accompanied by a certified cheque or a bid bond issued by a surety approved
by and in a form containing terms satisfactory to the Municipality's Treasurer, in the minimum
amount defined below, made payable to the Authority, as a guarantee for the execution of the
Contract.
T6*tal Reinder Anoumt 11Tnimurn Deposit
Re weed
$ 20,000.00 or less $1,000.00
20,000.01 to 50,000.00 2,000.00
50,000.01 to 100,000.00 5,000.00
100,000.01 to 250,000.00 10,000.00
250,000.01 to 500,000.00 25,000.00
500,000.01 to 1,000,000.00 50,000.00
1,000,000.01 to 2,000,000.00 100,000.00
2,000 000.01 and over 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. CL2000-3 2.
4. BONDS
The Contractor is required to provide a Performance Bond, and a Labour and Material Payment
Bond, each in an amount equal to 100 percent of the Total Tender Amount, to guarantee his
faithful performance of this Contract and his fulfilment of all obligations in respect of
maintenance and payment for labour and materials used on this work.
Each Bond shall be with a satisfactory Guarantee Surety Company, resident in Canada or
authorized to carry on business in Canada.
An agreement to bond must be submitted with the tender bid. Bonding company standard
"Agreement to Bond" forms are acceptable.
5. RIGHT TO ACCEPT OR REJECT TENDERS
The Authority reserves the right to reject any or all tenders or to accept any tender should it be
deemed to be in its best interest to do so.
Tenders which are incomplete, conditional or obscure, or which contain additions not called for,
erasures, alterations, or irregularities of any kind, may be rejected as informal.
Tenders will not be accepted unless submitted in the envelopes provided.
6. UNACCEPTABLE TENDERS
Each item in the Tender Form shall include a reasonable price for such item. Under no
circumstances will an unbalanced tender be considered. The Authority and the Contract
Administrator will be the sole judge of such matters, and should any tender be considered to be
unbalanced, then it will be rejected by the Authority.
7. ABILITY AND EXPERIENCE OF TENDERER
The Authority reserves the right to reject any tender where satisfactory evidence of sufficient
capital, plant and experience to successfully prosecute and complete the work in the specified
time, is not furnished by the Tenderer.
8. PROVINCIAL SALES TAX
Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this
Contract.
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2000-3 3.
9. GOODS AND SERVICES TAX (GST)
The Tenderer shall NOT include any amount in his tender unit prices for the Goods and Services
Tax. The GST will be shown on each payment certificate and will be paid to the Contractor in
addition to the amount certified for payment and will therefore not affect the Contract unit prices.
10. EXECUTE CONTRACT
Tenders shall be open for acceptance for a period of 30 days after the closing date. After this
time the tender may only be accepted with the consent of the successful Tenderer.
The successful Tenderer shall execute the Contract Documents and furnish the required bonds
within 10 calendar days of receipt of notification of Acceptance of Tender.
Failure by the successful Tenderer to meet the above requirements will entitle the Authority to
cancel the award of the Contract and to retain the tender deposit as compensation for damages
sustained due to the successful Tenderer's default. The Authority may then award the Contract to
one of the other Tenderers or take such other action as it chooses.
11. COMMENCEMENT OF WORK
The successful Tenderer shall commence work at the site within 7 calendar days of the official
commencement date as specified in the written order issued in accordance with GC7.01.02 of the
General Conditions.
12. LOCATION
The work is located on Mearns Avenue in Bowmanville from Flaxman Avenue to 800 in north
and on Liberty street from 50 in south of Lorraine Court to Clayton Crescent.
13. SOILS INFORMATION AND CROSS-SECTIONS
A foundation investigation has been undertaken on behalf of the Authority. The information
provided is for guidance only and is not guaranteed by the Authority. A copy of the Soils Report
borehole logs is attached to the contract documents. The text of the Report may be reviewed at
the Consultant's office.
Design cross-sections may also be viewed for information purposes at the Consultant's office.
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2000-3 4.
14. TENDERERS TO INVESTIGATE
Tenderers must satisfy themselves by personal examination of the site and by such other means as
they may prefer as to the actual conditions and requirements of the work.
The Tenderer shall carefully examine all plans and profiles so that the unit prices tendered are
commensurate with the nature of the work.
It shall be the Contractor's responsibility to thoroughly inspect the site of the proposed works,
determine the location of any buried or obstructing services and make satisfactory arrangements
for interference with such service with the proper jurisdictional agency.
15. INQUIRIES DURING TENDERING
The Tenderer is advised that inquiries regarding the interpretation of the plans or specifications,
shall be directed to the Contract Administrator, TSH, Telephone: 905-372-2121, attention: Will
McCrae, P.Eng. or 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, TSH, 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.
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2000-3 5.
19. UTILITIES
For additional information regarding existing utilities the Contractor may contact the following
personnel:
Clarington Hydro: Mr. R. Scanlan EnbridgeConsumers Gas: Mr. Frank Cholewa
Tel: 905-623-4451 Tel: 905-884-9105
Bell Canada: Mr. Mark Clarey Cable TV: Ms. Cindy Ward
Tel: 905-433-3632 Tel: 905-579-1601
20. PRE-CONSTRUCTION SURVEY
The Contractor shall include in his bid for the undertaking a pre-construction survey of all
properties on Mearns Avenue within the construction limits or others which he feels may be
disturbed by his operation. This work shall be performed by a qualified Consultant approved by
the Contract Administrator and the survey must be completed prior to commencement of
construction. A pre-construction survey is not required for Liberty Street.
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2000-3
S PECIAL PROVISIONS - GENERAL
18044/23/l/C
INDEX
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2000-3
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. LABOUR CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
8. RESTRICTIONS ON OPEN BURNING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
9. SUPPLY OF MATERIALS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
10. PAYMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
11. UTILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
12. HAUL ROADS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
13. DUST CONTROL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
14. TRAFFIC CONTROL, FLAGGING 9
15. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
16. MAINTENANCE OF TRAFFIC . . . . . . . . . . . . . 10
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
17. EMERGENCY AND MAINTENANCE MEASURES 11
18. ENGINEERING FIELD OFFICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
19. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL 12
20. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 -DESIGNATED SUBSTANCES . 13
21. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS) . . . . . . . . . . . . 14
22. SPILLS REPORTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
23. TRAFFIC AND STREET SIGNS 14
24. GARBAGE COLLECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
25. ASPHALT MIX DESIGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
26. CONCRETE MIX DESIGNS 15
27. APPLICABLE STANDARD SPECIFICATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
28. AMENDMENT TO OPSS 353 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
29. AMENDMENT TO OPSS 102 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
30. AMENDMENT TO OPSS 570 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
31. AMENDMENT TO OPSS 1820; CONCRETE PIPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
32. DELIVERY OF TEST SAMPLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
33. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES . . . 20
34. CONFINED SPACE ENTRY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
35. COMPLIANCE WITH THE OCCUPATIONAL HEALTH AND SAFETY ACT . . . . . . . . . . . . . . 21
36. GOVERNMENTAL REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
37. ENTRY ONTO PRIVATE PROPERTY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
38. STORAGE AREAS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
39. GENERAL LIABILITY INSURANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
40. CONSTRUCTION LIEN ACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
41. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND
USED BY THE CONTRACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
42, WORKPLACE SAFETY AND INSURANCE BOARD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
PAGE ONE
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2000-3
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, GC1.04 of the General Conditions is revised, in that Contract
Time means the time stipulated herein for Completion of the Work as deemed in Clause
GC 1.06.
(2) Progress of the Work and Contract Time
The charging of working days shall commence on June 26,x.000 and the Contractor shall
diligently prosecute the work on this contract to completion on or before the expiration of
Sixty (60) 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
prices bid for the various items of work and no additional compensation will be allowed
therefore.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 2.
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 GC1.04 is modified by the addition of the following under
Paragraph(a):
Except any day from inclusive, even though the Contractor
may elect to carry out any approved work as called for under this Contract during this
■ period.
The Contract Administrator will furnish to the Contractor for his signature a weekly
"Statement of Record of Working Days". The Contractor will be allowed two weeks in
which to file a written protest setting forth in what respects the said weekly statement is
incorrect, otherwise, the statement shall be deemed to have been accepted by the Contractor
as correct.
(4) Liquidated Damages
It is agreed by the parties to the contract that in case all the work called for under the
contract is not completed within the number of working days as set forth in the special
provisions or as extended in accordance with Section GC3.07 of the General Conditions, a
loss or damage will be sustained by the Authority. Since it is and will be impracticable and
extremely difficult to ascertain and determine the actual loss or damage which the Authority
will suffer in the event of and by reason of such delay, the parties hereto agree that the
Contractor will pay to the Authority the sum of FOUR HUNDRED DOLLARS ($400.00)
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.
R'S AUTHORIZED REPRESENTATIVE
4. CONTRACT representative as referenced in GC7.01.07 is defined as an employee of the
Contractor.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2000-3 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. LABOUR CONDITIONS
General
This Special Provision is to be read in conjunction with Section GC8.02.06, Payment of
Workers, of the General Conditions of the Contract and is subject to The Industrial Standards
Act, The Employment Standards Act, 1980 and the regulations made thereunder. The wage rates
set out in the Roads and Structures Fair Wage Schedule are subject to change periodically. Any
increase in costs incurred by a change in the wage rates shall be borne by the Contractor.
Definitions
For the purposes of this Special Provision,
(a) "regular rate" means,
(i) the hourly rate paid to an employee for their normal non-overtime work week, or;
(ii) n the case of an employee to whom sub-clause i does not apply, the amount obtained
) ()
by dividing their total earnings for the week by the number of hours they worked in the
week.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 4.
(b) "work on roads" means the preparation, construction, finishing and construction maintenance
of roads, streets, highways and parking lots and includes all work incidental thereto other
than work on structures; and;
(c) "work on structures" means the construction, reconstruction, repair, alteration, remodelling,
renovation or demolition of any bridge, tunnel or retaining wall and includes the preparation
for and the laying of the foundation of any bridge; tunnel or retaining wall and the
installation of equipment and appurtenances incidental thereto;
provided, however, that the Minister of Labour, Ontario may at his/her sole discretion determine
whether any particular work is to be classified as work on roads or as work on structures and
such decision may be made notwithstanding the definitions herein contained.
Hours of Work and Wages
The regular work week for a person employed on work on roads being done under this Contract
or any other Contract subject to these or similar labour conditions shall not exceed 55 hours and
all time worked by such person in excess of 55 hours a week shall be overtime except that part of
the hours of work in excess of 55 hours a week which together with the hours worked in the
preceding week do not exceed 55 hours in that preceding week. But, in no case shall the number
of hours that can be included in the hours of work for that preceding week exceed 22 hours.
The regular work week for a person employed on work on structures being done under this
Contract or any other Contract subject to these or similar labour conditions shall not exceed 50
hours and all time worked by such person in excess of 50 hours a week shall be overtime except
that part of the hours of work in excess of 50 hours a week which, together with the hours
worked in the preceding week do not exceed 50 hours in that preceding week. But, in no case
shall the number of hours that can be included in the hours of work for that preceding week
exceed 22 hours.
Every person employed by the Contractor or a sub-contractor or other person to do any part of
" the work contemplated by this Contract shall be paid while employed on such work at not less
than the wage rate set out in the Roads and Structures Fair Wage Schedule for the appropriate
classification of such work or not less than such other wage rates as, during the continuance of
the work, are fixed by the Minister of Labour, Ontario, for hours of work that are not overtime
and shall be paid one and one half times his/her regular rate for all hours of work that are
overtime.
Notwithstanding that a Contractor pays wages in excess of the wage rates set out in the Roads
and Structures Fair Wage Schedule, he shall not, in computing overtime wages payable to an
employee, set off against such overtime wages any part of the wages earned by the employee in
respect of their regular work period.
Where a person is working on more than one Contract that is subject to these conditions,
including any municipal Contract that contains similar labour conditions, the regular work week
and the entitlement to overtime for that person shall be based upon the total hours worked on all
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 5.
such Contracts and if, on this basis, overtime is worked on this Contract the Contractor shall pay
such person at the overtime rate and no waiver by that person of this entitlement to overtime
wages and no interposition of a third party by way of an employment agency or as the nominal
employer of that person shall relieve the Contractor of his/her obligation to pay that person the
overtime wages.
Decisions by Minister of Labour
Where there is no appropriate classification set out in the Roads and Structures Fair Wage
Schedule for any particular class of work, the Minister of Labour, Ontario, may designate or
establish the appropriate classification and the wage rate.
The Contractor, upon receipt of notice of any decision of the Minister of Labour, Ontario, made
under this Contract, shall immediately adjust the wage rates, hours and classification of work so
as to give the effect to such decision.
Fair Wage Schedule
The Contractor shall make applicable to this Contract and post, in accordance with Section
GC7.11 of the General Conditions of the Contract, the current edition of the Ontario Ministry of
Labour's Roads and Structures Fair Wage Schedule and any amendments thereto.
Contractor to Keep Records Which are to be Open for Inspection
The Contractor shall keep proper books and records showing the names, trades, addresses and
hourly wage rates of all workers in his/her employ or employed on this Contract through an
employment agency and the wages paid to and time worked by such workers both at regular wage
rates and at overtime wage rates, and the books or documents containing such records shall be
open for inspection by officers of the Government at any time it may be expedient to the Minister
of Labour to have the same inspected.
Ministry Requirements Before Payments Made to Contractor
The Contractor shall from time to time upon request furnish the Ministry with such detailed
information and evidence as may be required in order to establish that these labour conditions
have been complied with not only by him/her but by any sub-contractor or other person doing
any part of the work contemplated by the Contract.
Off Site Work
The Labour Conditions are intended for application primarily to work on the Contract site.
Work that is carried out on sites that are not in the immediate vicinity of the Contract site or that
are not used exclusively for the purposes of Contracts including Municipal Contracts, containing
similar labour conditions will not be subject to the Labour Conditions.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 6.
Training Period for Equipment Operators
(a) Employees, other than students, learning to operate equipment are classified as "Apprentice
Equipment Operators" during,
(i) their first three months operating equipment which does not require a licensed operator;
or
(ii) their first 18 months operating equipment which requires a licensed operator.
(b) The wages for apprentice equipment operators are as follows:
Windsor Zone The wage rate for Cement Improver
Hamilton Zone The wage rate for Asphalt Raker
Toronto Zone The wage rate for Asphalt Raker
Ottawa Zone The wage rate for Skilled Labourer
Provincial Zone The wage rate for Skilled Labourer.
Pile Driver
Employees other than an operator are to be classified as "Pile Driver Men" and shall be entitled
to the wage rate for "Labourer" - Structure Section.
Servicing of Equipment by Operator"On Site"
The Operator shall be entitled to his/her wage rate for the work in accordance with the terms of
the "Special Provisions - Labour Conditions."
Travelling Time
Travelling time will not be subject to the Fair Wage Schedule. The hours and wages or monies
paid for travelling time are to be deleted from the wage record of an employee in computing
his/her wage entitlement.
Gravel and Chip Spreader- Provincial Zone
Employees engaged in this classification of work shall be paid the wage rate of Equipment and
Maintenance Operator, Group 'B'.
Room and Board Allowance
The amount of room and board allowance will be negotiated between the employer and employee
but in no case will the net amount of wages due to an employee be less than such wages an
employee in General Construction work would receive at the minimum wage and overtime at one
and one-half times that rate for hours worked in excess of forty-four a week and the maximum
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 7.
deduction for Room and Board per week as allowed by Regulation under the Employment
Standards Act.
Farm or Industrial Tractors with Attachments
The attachment must be power operated and be an integral part of the tractor.
Wage Rates for Students
(a) Students employed as FLAGPERSONS or WATCHPERSONS shall be entitled to the wage
rate for these classifications.
(b) Students performing work in positions that are classified in the Fair Wage Schedule, other
than FLAGPERSONS or WATCHPERSONS, shall be entitled to receive the student rate,
notwithstanding the rate set out in the Schedule for the classification applicable to the work.
(c) Students employed for more than three months in a classified position shall then be entitled to
the wage rate for that classification.
(d) Students performing work in positions that are not classified in the Fair Wage Schedule shall
be entitled to receive the student rate, regardless of the location of the Contract.
8. 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.
9. SUPPLY OF MATERIALS
All materials necessary for the proper completion of the work shall be supplied by the
Contractor, except as specifically noted, and the payment provided in the Contract shall be
deemed to include full compensation for the supply of such materials.
Materials listed in OPSS 128 and as amended from time to time, shall be supplied only from
sources designated in the Ministry of Transportation Manual of Designated Sources for Materials.
Amendment to OPSS 128
Section 128.05.02 of OPSS 128 is amended in that the list of materials to be supplied from
designated sources is revised:
(1) By the deletion of the foll
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 8.
6.85.25 Flasher Beacon, Aluminum(121.310)
9.20.10 Coal Tar Epoxy
(2) By the addition of the following:
9.20.10 (Structural Steel) Coal Tar Epoxy
9.20.15 (Structural Steel) Coal Tar Epoxy
10. 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 21h 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 GC 1.06. The date for interest due to
late payment shall commence following 180 days after the date of completion of the work.
As a condition of the final holdback payment, the Contractor shall provide the required Property
Owner's Releases as specified elsewhere, as appropriate.
The Contractor shall include in his price for the publication of the Certificate of Substantial
Performance. Publication is mandatory whether Contractor requests Substantial Performance or
not.
The Contractor is advised that the Authority may withhold payment on Interim and Holdback
Release Certificates up to 30 calendar days from the date of receipt of the executed Payment
Certificates.
11. UTILITIES
Sections GC2.01 and GC7.12 02) of the General Conditions are deleted in their entirety and are
replaced by the following:
The Contractor shall be responsible for the protection of all utilities at the job site during the time
of construction.
The Authority will be responsible for the relocation of utilities where required. However, no
claims will be considered which are based on delays or inconvenience resulting from the
relocation not being completed before the start of this Contract.
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2000-3 9.
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.
12. 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.
13. DUST CONTROL
As a part of the work required under Section GC7.06 of the General Conditions, the Contractor
shall take such steps as may be required to prevent dust nuisance resulting from his operations
either within the right-of-way or elsewhere or by public traffic where it is the Contractor's
responsibility to maintain a roadway through the work.
Where the work requires the sawing of asphalt or the sawing or grinding of concrete, blades and
grinders of the wet type shall be used together with sufficient water to prevent the incidence of
dust, wherever dust would affect traffic or wherever dust would be a nuisance to residents of the
area where the work is being carried out.
The cost of all such preventative measures shall be borne by the Contractor except however
where water or calcium chloride is used to reduce the dust caused by traffic on a roadway which
it is the Contractor's responsibility to maintain for public traffic, the cost of such quantities of
water and calcium chloride as are authorized by the Contract Administrator to restrict dust to
acceptable levels, shall be paid for by the Authority at the contract prices for Application of
Water or Application of Calcium Chloride.
14. TRAFFIC CONTROL, FLAGGING
Flagging for traffic control on this Contract shall be in conformance with the procedure outlined
gg g p
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.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CI,2"-3 10.
15. 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:
1gn Numr Sign Mesg 1�[um>!er
;..: .
Re w ecL.
TC-1 CONSTRUCTION 10
TC-31, LANE CLOSED AHEAD 2
TC-3R LANE CLOSED AHEAD 2
TC-3tL LEFT LANE CLOSED 2
TC-3tR RIGHT LANE CLOSED 2
TC-41A CONSTRUCTION ZONE BEGINS 6
TC-41B CONSTRUCTION ZONE ENDS 6
Traffic controls shall be operational before work affecting traffic begins.
16. MAINTENANCE OF TRAFFIC
- The following traffic maintenance arrangements shall be in effect during work on this Contract.
Mearns Avenue shall remain open to traffic. Closure of the road may be permitted for brief
periods during construction of cross services with the approval of the Contract Administrator.
Access to construction sites abutting Mearns Avenue will be made available at all times.
Flaxman Avenue/Mearns Avenue, Apple Blossom Boulevard/Mearns Avenue and Guildwood
Drive/Mearns Avenue, Sprucewood Crescent/Mearns Avenue intersections shall remain open at
all times.
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 each phase 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
s adjustment to suit construction operations.
No deviation from the above procedure will be allowed except with the approval of the Engineer.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 11.
Notwithstanding the preceding, the Contractor shall at all times maintain the roadway surface
within the contract limits in a condition satisfactory to the Engineer and such that any emergency
vehicles may have immediate access to any building located within the limits of this Contract.
The Contractor shall be responsible for all signing at the contract limits and within the contract
limits. The Contractor shall ensure the signing is properly maintained while in use. It shall be
the Contractor's responsibility to directly notify Police, Fire, Hospital and Ambulance services of
road closures at least 24 hours in advance of such closures and to notify these same authorities
when such closures are no longer in effect.
It is the Contractor's responsibility to 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.
17. 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.
18. 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.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 12.
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.
Field office shall be equipped with a facsimile machine for the use of the Contract Administrator
With the office the Contractor shall also include the supply of two OKI Model 710 portable
cellular phones as supplied by Rogers Cantel or approved equal, complete with extra batteries,
charger, cigarette lighter adapter and operations manual, for the use of the Contract
Administrator preferably with 905 area code. Any alternate model must have the same features
as those on the noted model and must be approved by the Contract Administrator. The phone
shall remain with the Contract Administrator for the duration of the work. The Contractor shall
make all necessary applications and pay all charges and fees related to the Cellular phone.
Failure to supply a cellular phone may result in the Contract Administrator renting a phone and
charging all costs incurred back to the Contractor.
For the purpose of this tender, bidders shall assume an average monthly cost of$300.00 for air
time and long distance calls. The Contractor shall not be entitled to extra compensation nor shall
he be asked for a credit should the actual usage charges differ from this amount.
19. 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.
llioe (urm to be used Kith Ontario Prcrincut Standard SpearKatKM 160
SITE SELECTION NOTIFICATION FOR MANAGEMENT AS DISPOSABLE FILL
Contract Injomwdon
Contract No. Owner.
The following describes the notification process between the Owner of the Contract and the Contractor.
wherein the Contractor formally notifies the Owner that agreement has been reached with a third party
property owner for the disposition'of Contract generated excess material. Such excess material, managed as
disposable fill shall be limited to one of or a combination of: earth;aggregate;swamp material; rock natural
wood and debris from open fires, provided the conditions on management are satisfied.
site Information
Property Owner(s)for the subject property.
The subject property..
Lot 0 Concession .TiownshiP of
County/Reg'wNDisuict o f ,Quantity and Typo of Excess Material used as
fill:
This is to notify you. as Owner, that pennissim has been obtained from the property owaer(s) named herein rot the
management of excess materials from this Contract. The property owner has also been provided wiW a Dopy of this roan
and has been advised that a property Owncts Release Form.OPSF 1803.Rill be required.The use of this management site
Will comply with the following.
Conditions on Managenunt
Bituminous pavement,concrete,masonry,wood which has bcea treated,coated a glued,and metal,plastic,and polystyrene
products will slot be accepted for managemat as dtsposabk flu.Swamp inate ial managed as dtspmbk fill will be top
covered by a minimum of 300 mm of earth or topsoil Swamp material managed as disposable fill may only be placed:
a. a minimum of 2 m above the level of ground water.
b. a minimum of 30 m Boca water bodies;
"
C. a minimum of loo m from any water wells;and
d. a minimum of 100 m from residences.
'[bese conditions do not supersede any constraints imposed on this property by Federal,Ptoiinctal or Municipal statute
or regulations and byiavrs made thereto.
Dated this day of 19_
Print Contractor's Name &Field Representative's Name
Contractor's Field Representai ve signature
Property Owner(s)Signature(s)
cc: Contract Administrator.Property Owner(s).Contractor OPSF 1800
' December 1993 Ontario Provincial Standard Form
This form to b c used with Ontario Prov%ncut Standard Spcnr"tan 184
SITE SELECTION NOTIFICATION FOR MATERIALS STOCKPILING
Contmcf tnjormadon
Contract No. Owner.
The following describes the notification process between the Owner of the Contract and the Contractor.
wherein the Contractor, formally notifies the Owner that agreement has been reached with a third parry
property owner for the stockpiling of Contract generated excess material. Such excess material,stockpiled for
reuse, may be one of or a combination of: earth. aggregate; swamp material; rock; concrete; masonry;
bituminous pavement; natural wood; metal,plastic.and polystyrene;wood which has been treated,gated or
glued and debris from open fires, provided the conditions on management are satisfied.
Site Inforntefian
Propeny Owner(s)for the subject propertlr.
The subject property:
Lot .Concession .Township of
County/Region/District of .Ouantity and Type of Excess Material stodgxkd
This is to notify you.as Owner, that permission has been obtained from the property owmr(s)named herein for gbe
management of excess materials from this Contract. The property owner has also been provided with a copy of this form
and has been advised that a Property Owner's Release Form,OPSF 1803.will be required.The use of this management site
will comply with the following:
Conditioner on Manag+entew
It is understood that materials are uod ptW to be reused or bed for diisposal at a certified.rote disposal site.Stockpies
of natural wood,manufactured wood,debris from open fires and twamp material may only be brood:
a. a minimum of 2 m above the kxi of ynuod rater.
b. a minimum of 30 m from rater bodies;
C. a minimum of 100 m from airy water welly and
d a minimum of 100 m from residcrea.
Stockpiles of bituminous pavement.concrete and masonry may only be located
a. a minimum of 30 m tram water bodies:amd
b. a minimum of 100 m from residences unless
1. on property with a boundary common to a right-of ay.within the contract limits,for a period not exceeding
120 calendar days.or
2 such stockpiles are located within a provincial or municipal works yard or in a commerciany licensed pit or
quarry.
These conditions do not supersede any constraints imposed on this propeM by Federal,Provincial or Municipal statute
or regulations and bylaws made thereto.
Dated this day of 19
Print Contractor's Name do Field Representative's Name
Contractor's Field Representative signature
Property Owners)Signatures)
W. Contract Administrator. Property Ovvncr(s),Contractor OPSF 1801
December 1993 Ontario Provincial Standard Form
Thu form to be used with Ontario Prownc.al Standard Spcn('catm 180
> PROPERTY OWNER'S RELEASE
Contract No.
Work Description:
We Township the owner(s) of Lot .Concession
Township of
and County/Region/District of
verify that the Contractor for the above noted work has
placed excess material from the above noted Contract oa my/our property with my/our permission.
We have been advised by the Contractor of the 'Conditions on Management' described in
OPS Forms 1800 or 1801.'Site Selection Notification for Management as Disposable 8111,or'Site
Selection Notification for Materials Stockpiling'.respectively.or both.and have been assured by the
Contractor that these conditions have been met.
as disposable ible for any subsequent
Where materials are managed p�ble fill, I/We agree to be respons
relocation and management of the material so placed.
Where materials are to be stockpiled.I/We agree that the stockpiles)vdII be removed by the date(s)
herein noted.
1
Dated thii day of V_
Print Contractor's Name do Field Representative's Name
Contractor's Feld Representative signature
Property Owner(s)Signature(s)
Copies to: Contract /administrator.Propert7 O"Tw(s).Contcaaor OPSF 1803
Ontario Provirxial Standard Form
December 1993
_---- - — -- — - - -------- — --- --3=
s form to be used %%Uh Ontario Provuxtal Standard Spcnfrcation 180
wASTE QUANTITY REPORT
For Solid Nonhazardous Industrial and Commercial Waste Contract No.
Contractor-
Material Description Location of Disposal Site and Quantity of Materials
Certificate of Approval Number
t`
i - •
OPSF 1805
Dcccmber 1993 Onus Prcrnncial Standard Form
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. C12000-3 13.
20. 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.
De§i' aced Substance. Identified on this Site Location
X.Acrylonitrile No
Arsenic No
Asbestos No
Benzene No
Coke Oven Emissions No
Ethylene Oxide No
Isoc hates No
Lead No
Mercury No
Silica No
Vin 1 Chloride No
It is the responsibility of the Contractor to ensure that all sub-contractors performing work under
this Contract have received a copy of this specification, where Designated Substances are
identified as being present at the site of the work.
The Contractor shall comply with the governing Ministry of Labour Regulations respecting
protection of workers, removal, handling and disposition of the Designated Substances
encountered on this Contract.
Prior to commencement of this work, the Contractor shall provide written notification to the
Ministry of the Environment at 7 Overlea Boulevard, Toronto, Ontario, M4H 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.
1 All costs associated with the removal and disposition of Designated Substances herein identified,
shall be deemed to be included in the appropriate tender items.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 14.
Should a Designated Substance not herein identified be encountered in the work, then
management of such substance shall be treated as Extra Work.
21. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS)
Reporting
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.
22. SPILLS REPORTING
Spills or discharges of pollutants or contaminants under the control of the Contractor, and spills
or discharges of pollutants or contaminants that are a result of the Contractor's operations that
cause or are likely to cause adverse effects shall forthwith be reported to the Contract
Administrator. Such spills or discharges and their adverse effects shall be as defined in the
Environmental Protection Act R.S.O. 1980.
All spills or discharges of liquid, other than accumulated rain water, from luminaires, internally
illuminated signs, lamps, and liquid type transformers under the control of the Contractor, and all
spills or discharges from this equipment that are a result of the Contractor's operations shall,
unless otherwise indicated in the Contract, be assumed to contain PCB's and shall forthwith be
reported to the Contract Administrator.
This reporting will not relieve the Contractor of his legislated responsibilities regarding such
spills or discharges.
23. TRAFFIC AND STREET SIGNS
The Contractor will be responsible for the removal and salvage of existing traffic and street
signs, and their delivery to the Authority's Works Department Yard, for re-erection by the
Authority following completion of the work. Works yard is located on Taunton Road near
Hampton.
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.
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2000-3 15.
24. GARBAGE COLLECTION
The Contractor will be responsible for ensuring that garbage collection, including recyclables, is
maintained and when necessary, the Contractor shall make arrangements directly with the
collecting agency, to permit and coordinate pick-up. Garbage pick-up is handled by Canadian
Waste Services, at 1-800-789-8886. Recyclable material is handled by Miller Waste Systems at
905-723-8588.
25. ASPHALT MIX DESIGNS
The Contractor shall be responsible for the provision of current mix designs for all hot mix
asphalt required for the work, or for having the necessary mix designs prepared by a certified
laboratory. The mix designs proposed for use by the Contractor shall be submitted in writing to
the Contract Administrator for his approval and no work shall commence until the design mixes
are approved.
All costs associated with the provision of approved mix designs shall be borne by the Contractor.
Steel slag and blast furnace slag coarse and fine aggregates shall not be used in any hot mix
required by this Contract.
26. CONCRETE MIX DESIGNS
The Contractor shall be responsible for the concrete mix design except for low slump concrete
overlays and latex modified concrete overlays which the Authority will design, and for providing
concrete of the specified properties. Concrete shall conform to the requirements of OPSS 1350
except as noted below:
(1) Sub-section 1350.07.07.01 is deleted and replaced by the following:
1350.07.07.01 Contractor Designed Mix
Mix proportions shall be selected in accordance with A.C.I. Standard 211.8-81 "Standard
Practice for Selecting Proportions for Normal, Heavyweight and Mass Concretes" and the
requirements of this special provision.
The values given in Table 5.3.6 of the A.C.I. standard for the determination of the volume of
coarse aggregate in the concrete mix shall be increased by not less than 10 percent except
where the concrete is deposited using a pump.
At least three weeks prior to the placement of concrete the Contractor shall submit to the
Contract Administrator a statement indicating the source of coarse and fine aggregate to be
used in the concrete work.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 16.
The mix proportions and the required test data, for each class of concrete, shall be submitted
to the Contract Administrator at least seven days prior to the placement of concrete. They
shall be submitted in the standard Form PH-CC-433.
Contractor Designed Concrete Mix
Mix Proportions shall be expressed as follows:
(i) Portland Cement- Type, Source and Content in kilograms per cubic
metre of concrete.
(ii) Cementitious - Percent Slag, Source and Content in
Hydraulic Slag kilograms per cubic metre of concrete.
(iii) Coarse Aggregate - Nominal maximum size, Relative Density (Dry) Source,
Content in kilograms per cubic metre of concrete and Dry
Rodded Density in kilograms per cubic metre of concrete.
(iv) Fine Aggregate - Fineness Modulus, Relative Density (Dry), Source and
Content in kilograms per cubic metre of concrete.
(v) Water - Content in kilograms per cubic metre of concrete.
(vi) Chemical- Source, Type and Dosage per 100
Admixture kilograms cement.
(vii) Air Entraining- Source and Type.
Admixture
Mix proportions shall be based on an aggregate in an oven dry condition.
Strength Test Data
The contractor shall produce the following information with regard to the mix design.
The information shall consist of test data from a laboratory or field mixed batch of
concrete, or a summary of test data from previous work using similar concrete mix
proportions, as follows:
(i) Laboratory or Field Mixed Batch of Concrete
The test data shall include compressive strength tests consisting of at least one set
of standard cylinders tested at 7 days, and 1 set of standard cylinders tested at 28
days. For mixes with cementitious hydraulic slag, the compressive strength tests
shall also include one set of standard cylinders tested at 3 days. The air content,
temperature and slump of the samples of concrete used to fabricate the test
cylinders shall be stated.
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CU"-3 17.
Note: The intent of the laboratory or field mixed batch of concrete is to indicate
the ability of the proposed mix proportions to produce concrete of the
required properties.
(ii) Summary of Test Data
The test data shall include at least ten consecutive 28 day strength tests from
previous work. The data shall report individual strength tests and the average of
all groups of three consecutive strength tests. The air content and slump of the
samples of concrete used to fabricate the test cylinders shall be stated. The tests
shall have been carried out within a period of two years prior to the award of the
contract.
(2) Sub-section 1350.08.01.02 is deleted and replaced by the following:
1350.08.01.02 Sampling of Mix Design Materials
For Contractor designed mixed samples of acceptable aggregates, cement, water, chemical
admixtures and air entraining admixtures representative of the materials to be used in the
work shall be provided to the Contract Administrator when requested at the time the
proposed mix proportions are submitted to the Authority.
(3) Sub-section 1350.07.07.03, Part (b), is deleted and replaced by the following:
1350.07.07.03 High Strength Concrete
(b) Contractor Design Mix
The proposed mix proportions shall meet the requirements of revised Sub-section
1350.07.07.01 above and in addition shall be tested in a full size field trial batch of
concrete.
When the concrete is mixed within a ready mixed truck, the size of the trial batch shall
be that volume of concrete normally mixed in the truck.
When the Contractor elects to use a source of ready mix concrete, the trial batch of
concrete shall originate from the same plant that will be used for the supply of high
strength concrete and the trial batch shall be delivered to the site of the work and tested.
Where access to the site of the work is not possible the Contract Administrator will
designate a suitable location for testing.
The testing of the field trial batch of concrete shall be the responsibility of the
Contractor.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 18.
Strength test data from the field trial batch shall consist of at least one set of standard
cylinders tested at 7 days and one set of standard cylinders tested at 28 days. For mixes
with cementitious hydraulic slag the strength test data shall also include one set of
standard cylinders tested at 3 days.
The air content, temperature and slump of the samples of concrete used to fabricate the
test cylinders shall be stated.
When approved by the Contract Administrator, the concrete from the trial batch may be
incorporated into parts of the structure.
Basis of Payment
All costs for the above work shall be included in the contract price for the appropriate concrete
item(s).
27. APPLICABLE STANDARD SPECIFICATIONS
Ontario Provincial Standard Specifications (OPSS) governing the work of this Contract shall be
as listed in the "Schedule of Tender Data", Section H, with the applicable date of issue as
indicated for each Specification.
With the exception of OPSS 127 and 128, these Specifications shall remain in effect throughout
the duration of this Contract, whether or not they be modified or re-issued by the responsible
agency subsequent to the tender advertising date.
The issues of OPSS 127 and 128 which are current at the time the work is performed or material
furnished, shall govern.
28. AMENDMENT TO OPSS 353
Air Content of Concrete
353.05.01 Concrete
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.
1 SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2000-3 19.
29. AMENDMENT TO OPSS 102
Scale Accuracy
Section 102.08.01 of OPSS 102, October 1992, is amended by the addition of the following:
Scale accuracy tolerances and Limits of Error are defined as 0.20% of the indicated load where
"Indicated" load refers to the weight of the vehicle used in conducting the performance test when
measured at the centre of the platform.
30. AMENDMENT TO OPSS 570
Sub-section 570.05.01 of OPSS 570, August 1990 is amended by the addition of the following:
The topsoil shall be analyzed 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, f 30 ppm. The soil shall have a base
saturation of calcium of 75%, f 10%. The base saturation of sodium shall be a maximum of
0.5%. The pH level shall be between 6.0 and 7.0. A copy of the topsoil testing report shall be
provided to the Contract Administrator. Payment for this testing shall be included in payment
under the respective topsoil items.
If the topsoil does not meet all of the fertility elements the soil shall be treated with the required
amendments as recommended by the topsoil analysis report.
31. AMENDMENT TO OPSS 1820; CONCRETE PIPE
Section 1820.02, References, of OPSS 1820 is deleted and replaced by the following:
1820.02 References
This specification refers to the following standards, specifications, or publications:
Ontario Provincial Standards Specifications (Material)
CSA Standard
A257-M1982 - Standards for Concrete Pipe
Section 1820.07, Production, of OPSS 1820 is deleted and replaced by the following:
1820.07 Production
1820.07.01 General
Production methods shall conform to the requirements of CSA A257.1 and CSA A257.2.
SPECIAL PROVISIONS- GENERAL '
CONTRACT NO. CL2000-3 20.
1820.07.02 Pipe for Sewers Up to and Including 900 mm
Designated Internal Diameter
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.IM or A257.2M. '
Pipe conforming to the MOE Pre-qualification Requirements for Concrete Sewer Pipe Plants shall
bear the letters "MOE".
Jacking Pipe shall be marked with the words "Jacking Quality".
32. 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 test cylinders shall be delivered to 513 Division Street, Cobourg, Ontario,
K9A 5G6.
33. 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 confined space requirements of the Occupational
Health and Safety Act and Ontario Regulations for Construction Projects, Ontario Regulation
213/91, shall be clearly posted at the project site and available to all personnel, including the
Contractor's workers, Authority staff, Contract Administrator, and Ministry of Labour
inspectors.
The procedures must include the rescue procedures to be followed during a rescue or evacuation
of all personnel from an unsafe condition or in the event of personal injury.
The Contractor shall have personnel trained in rescue procedures readily available on site.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 21.
L34. CONFINED SPACE ENTRY
The Contractor shall be responsible for the supply of personal protective equipment for the use of
' the Contract Administrator, in connection with confined space entry while the Contractor is
operating on site.
' The following equipment shall be made available on request:
Mechanical Ventilation Equipment
' . Gloves
Gas Detector (C95-80)
Full body harness securely attached to a rope
' . Rope
Gas mask or dust, mist or fume respirator (optional)
30 minute self-contained breathing apparatus (need not be worn but, if required, be readily
' available to supply air for instant egress)
7 minute Escape Pack
Explosion-proof temporary lighting
Adequate clothing to ensure protection against abrasions and contamination.
In addition the Contractor shall provide a competent person who shall inspect all safety
' equipment prior to use to ensure that it is in good working order and appropriate for the task at
hand.
35. COMPLIANCE WITH THE OCCUPATIONAL HEALTH AND SAFETY ACT
Clause GC7.01.06 of the OPS General Conditions of Contract is deleted and replaced by the
' following:
06) The Contractor shall execute the terms of the Contract in strict compliance with the
' requirements of the Occupational Health and Safety Act, RSO 1990, c.0.1 (the Act) and
Ontario Regulation 213191 (Construction Projects) and any other regulations under the Act
(the Regulations) which may affect the performance of the Work, as the Constructor or
' Employer, as the case may be. The Contractor shall ensure that:
(a) worker safety is given first priority in planning, pricing and performing the Work;
' (b) its officers and supervisory employees have a working knowledge of the duties of a
Constructor and Employee under the Act and the provisions of the Regulations applicable
to the Work, and a personal commitment to comply with them;
' (c) a copy of the most current version of the Act and the Regulations are available at the
Contractor's office within the Working Area, or, in the absence of an office, in the
' possession of the supervisor responsible for the performance of the Work;
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 22.
(d) workers employed to carry out the Work possess the knowledge, skills and protective
devices required by law or recommended for use by a recognized industry association to
allow them to work in safety; ,
(e) its supervisory employees carry out their duties in a diligent and responsible manner with
due consideration for the health and safety of the workers; and
(f) all subcontractors employed by the Contractor to perform part of the Work and their
employees are properly protected from injury while they are at the work place.
(g) In order to comply with the Municipality of Clarington's "Contractor Safety - Policy and ,
Procedures" the successful bidder shall prior to the award of the Contract execute the
attached forms. '
1. Contractor's Statement of Liability
2. Notification of Infraction
3. Health and Safety Practice Form- Schedule "A"' '
4. Contractor Health and Safety Warning/Stop Work Order
(h) The Municipality will retain the right to document contractors for all health and safety '
warnings and/or to stop any contractors' work if any of the previously mentioned items
are not in compliance. Similarly, the Municipality or designate will have the right to
issue warnings and/or to stop work if there are any violations by the contractor of the '
Occupational Health and Safety Act, Municipal Health and Safety programs, policies,
rules, and/or if the contractor creates an unacceptable health and safety hazard. Written
warnings and/or stop work orders can be given to contractors using Contractor Health
and Safety Warning/Stop Work Order Form (Schedule `B)". ,
The Contractor shall provide the Owner with a copy of its health and safety policy and program
at the pre-start meeting, and shall respond promptly to requests from the Owner for confirmation '
that its methods and procedures for carrying 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 performed as a result of the
Contractor's failure to comply with the requirements of the Act and the Regulations. '
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
HEALTH AND SAFETY PRACTICE FORM SCHEDULE "A"
To Contractor(s):
The Municipality of Clarington is committed to a healthy and safe working environment for all workers. To
' ensure the Municipal workplace is a healthy and safe working environment, contractors, constructors and
subcontractors must have knowledge of and operate in compliance with the Occupational Health and Safety
Act and any other legislation pertaining to employee health and safety.
In order to evaluate your company's health and safety experience, please provide the accident/incident
and/or Workplace Safety and Insurance Board (WSIB) information noted below, where applicable.
t0 The New Experimental Experience Rating (NEER)
- The WSIB experience rating system for non-construction rate groups
.............................................................................................
• The Council Amended Draft#7 (CAD-7) Rating
-The WSIB experience rating system for construction rate groups
.............................................................................................
' • Injury frequency performance for the last two years
-This may be available from the contractor's trade association
............................................................................................
' 0 Has the contractor received any Ministry of Labour warnings or orders in the last two years? (If the
answer is yes, please include the infraction).
' • Confirmation of Independent Operator Status
-The WSIB independent operator number assigned:
(Bidders to include the letter confirming this status and number from WSIB with their bid submission.)
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
CONTRACTOR'S STATEMENT OF RESPONSIBILITY
As a contractor working for the Municipality of Clarington, I/we will comply with all procedures and
' requirements of the Occupational Health and Safety Act, Municipal safety policies, department and site
specific policies and procedures and other applicable legislation or regulations. I/we will work safely
with skill and care so as to prevent an accidental injury to ourselves, fellow employees and members of
' the public.
1. The contractor/successful tenderer certifies that it, its employees, its subcontractors and their
employees,
a) are aware of their respective duties and obligations under the Occupational Health and
Safety Act, as amended from time to time, and all Regulations thereunder(the"Act');
and
b) have sufficient knowledge and training to perform all matters required pursuant to this
contract/tender safely and in compliance with the Act.
2. In the performance of all matters required pursuant to this contract/tender, the
contractor/successful tenderer shall,
a) act safely and comply in all respects to the Act, and
b) ensure that its employees, it subcontractors and their employees act safely and
complying all respects with the Act.
3. The contractor/successful tenderer shall rectify any unsafe act or practice and any non-
compliance with the Act at its expense immediately upon being notified by any person of the
existence of such act, practice or non-compliance.
' 4. The contractor/successful tenderer shall permit representatives of the Municipality and the
Health and Safety Committee on site at any time or times for the purpose of inspection to
determine compliance with this contractor/tender.
5. No act or omission by any representative of the Municipality shall be deemed to be an
' assumption of any of the duties or obligations of the contractor/successful tenderer or any of its
subcontractors under the Act.
6. The contractor/successful tenderer shall indemnify and save harmless the Municipality,
a from any loss, inconvenience, damage or cost to the Municipality which may result from
the contractor/successful tenderer or any of its employees, its subcontractors or their
employees failing to act safely or to comply in all respects with the Act in the
performance of any matters required pursuant to this contract/tender,
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
b) against any action or claim, and costs related thereto, brought against the Municipality
by any person arising out of any unsafe act or practice or any non-compliance with the
Act by the contractor/successful tenderer or any of its employees, its subcontractors or
their employees in the performance of any matter required pursuant to this
contract/tender; and
c) from any and all charges, fines, penalties, and costs that may be incurred or paid by the
Municipality (or any of its council members or employees) shall be made a party to any
charge under the Act in relation to any violation of the Act arising out of this
contract/tender.
Contractor Name of Person Signing for Contractor
...........................................................................................................................
Signature of Contractor Date
SCHEDULE (C)
CONTRACTOR SAFETY
DATE &TIME OF INFRACTION:
DESCRIPTION OF INFRACTION INCLUDING LOCATION:
ORDER GIVEN BY MUNICIPALITY:
DID THE CONTRACTOR COMPLY WITH THIS ORDER?
DATE &TIME OF COMPLIANCE:
' ISSUED TO:
CONTRACTOR'S EMPLOYEE TITLE
ISSUED BY:
MUNICIPAL EMPLOYEE, DEPARTMENT TITLE
PART "C"-ADDITIONAL COMMENTS
THIS SECTION IS TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS
SUBSEQUENT TO ISSUING THE WARNING/STOP WORK ORDER, I.E. DATE AND TIME
WORK RESUMED, FURTHER ACTION TAKEN, ETC.
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
Schedule "B"
CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER
' The purpose of this form is to: (Issuer to check one of the following)
Provide warning to the contractor to immediately discontinue the unsafe work practice described below
_ Direct the contractor to immediately cease all work being performed under this contract due to the
unsafe work practice described below.
FAILURE TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A BREACH OF
CONTRACT.
PART"A"- DETAILS OF CONTRACT
CONTRACT/P.O. #
iDESCRIPTION:
NAME OF FIRM:
PART"B"- DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER)
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 23•
36. GOVERNMENTAL REQUIREMENTS
The Contractor shall obey all Federal, Provincial and Municipal laws, Acts, 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 Contractor. Without limiting the generality
of the foregoing, the Contractor shall satisfy all statutory requirements imposed by the
Occupational Health and Safety Act and regulations made thereunder on a contractor, a
constructor and/or an employer with respect to or arising out of the performance of the
Contractor's obligations under this Contract.
37. 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.
38. 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.
r
39. GENERAL LIABILITY INSURANCE
Clause GC6.03.02.01 is amended by the addition of the following:
The Regional Municipality of Durham and Totten Sims Hubicki Associates (1997)
Limited shall be added as an additional named insured.
' 40. CONSTRUCTION LIEN ACT
The Contractor shall give the Authority notice in writing, immediately, of all lien claims or
potential lien claims coming to the knowledge of the Contractor or his agents.
When a claim for lien is filed by a Subcontractor, labour or material supplier or equipment renter
acting under the Contractor, and proceedings are commenced by the Authority to vacate the lien,
' the Contractor agrees and shall forthwith pay to the Authority, in addition to their reasonable
legal fees therefore, all interest costs and expenses incurred by the Authority and an additional
sum equal to ten percent(10%) of the sum found to be owing as liquidated damages, and such
remedy shall be in addition to any other remedy available to the Authority under the Contract
Documents.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 24.
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. '
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 25.
41. 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. S.A. Vokes, P.Eng., Director of Public Works
Corporation of the Municipality of Clarington
Municipal Administration Centre, 40 Temperance Street
BOWMANVILLE, Ontario L1C 3A6
' Re: Contract No. CL2000-3
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........................................
P ty
(Please complete above in printing)
Final payment will not be released to the Contractor until all the applicable forms of release have
been signed by the property owners and received by the Authority.
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL2000-3 26.
42. WORKPLACE SAFETY AND INSURANCE BOARD
All references in the General Conditions of Contract to "Workers' Compensation Board" shall
now read "Workplace Safety and Insurance Board".
1
t
1
i
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
'
CONTRACT NO. CL2000-3
SPECIAL PROVISIONS - TENDER ITEMS
PAGE ONE
SPECIAL PROVISIONS-TENDER ITEMS
CONTRACT NO. CL2000-3
SECTION 1A -ROADWORKS
SITE PREPARATION- ITEM NO. 1
Under this Item and for the unit price bid the Contractor shall undertake the following work:
• Removal of silt fence and disposal off the site of the works.
• Clearing and grubbing of tree at Sta. 1+153 Lt.
• Clearing and grubbing of tree at Sta. 1+385 Lt.
• Clearing and grubbing of trees and shrubs from Sta. 1+430 to Sta. 1+448.
• Removal and transplanting of seven trees opposite Edgerton Drive, sta. 1+110 to sta. 1+196
approximately.
{
EARTH EXCAVATION (GRADING) -ITEM NO. 2
Payment under this Item shall also include for the following work:
• Removal and disposal of asphalt from entrances.
• Proof rolling of base and subbase as required.
• Provision of measures to protect existing utility poles, markers and trees.
• Disposal of unsuitable excavated material off site.
s
Excavation of deleterious material shall be measured and paid for under Item No. 3. The extent of
subexcavation will be agreed on site with the Contract Administrator. Asphalt removal in entrances as
indicated above is included in the quantity under Item 2 and will not be measured separately.
EXCAVATION OF DELETERIOUS MATERIAL-ITEM NO.3 (Provisional Item),
Payment shall be made under this Item at the unit price bid for excavation of deleterious material
below subgrade level. The unit price bid shall include for disposal of excavated material off the site of
the works to a location arranged for by the Contractor.
Should excavated material be deemed suitable for use in boulevard areas by the Contract
Administrator, this will be agreed with the Contractor and a price negotiated.
EARTH BORROW- ITEM NO. 4
Earth borrow material must be accepted by the Contract Administrator prior to placement. Trucks
shall be inspected to ensure full loads are delivered. Measurement for payment shall be by truck box
measure.
HOT MIX, H.L.-3A AND H.L.4- ITEMS NO. 5 AND 6
85/100. No surface as
Asphalt shall be penetration halt shall be laid on this Contract.
grade g p
Entrances shall be restored as follows:
SPECIAL PROVISIONS-TENDER ITEMS
CONTRACT NO. CL2000-3 2
a) Existing paved entrance with or without sidewalk.
• Private entrance restored with 50 mm H.L.-3A to match existing.
b) Existing gravel entrance without sidewalk.
• Private entrance restored with 50 mm H.L.-3A to a point 2 m from back of curb.
C) Commercial Entrances with sidewalk
• Commercial entrances (future School Site)shall be constructed with 40 mm of H.L.-
3A and 50 mm of H.L.4 to property line.
Payment under Item No. 5 shall include for the following:
• Forming temporary curbs at catchbasin locations for a length of approximately 2 metres.
• Temporary ramping at limits of construction on all streets.
• Construction of 300 mm x 40 mm stepped joint at limits of full construction on all streets.
AR 'A' GRANULAR `B' TYPE 1 rovisiona -ITEMS NO. 7 AND 8
GRANULAR AND G ANUL , (P 1)
Payment shall be made under these Items for the supply and placing of Granular `A' in entrances and
as foundation to sidewalk. Granular `B', Type 1, as backfill to sub-excavated areas, shall be measured
and paid for under Item No. 8.
The following construction standards shall apply:
• Private entrances Granular `A', 200 mm
• Commercial (Institutional)entrances Granular `A', 300 mm
• Sidewalks Granular `A', 100 mm
• Field Entrance Granular `A', 200 mm
Where temporary walkways are required these shall be constructed with Granular `A' and the material
paid for under Item No. 7.
At the intersection of Flaxman Avenue, Apple Blossom Boulevard and Sprucewood Crescent, the
proposed curb location will necessitate the placing of subbase material(Granular `B', Type 1). This
material will be paid for under Item No. 8.
CONCRETE IN SIDEWALK- ITEM NO. 9
Sidewalk thickness shall be increased to 150 mm across the two entrances to the school site.
Where new sidewalk abuts or connects to existing sidewalk, an expansion joint shall be constructed at
these locations.
Section 351.07.01 of OPS 351 is amended in that Granular `A' foundation for sidewalk shall be paid
for under the Granular `A' Item.
SPECIAL PROVISIONS-TENDER ITEMS
CONTRACT NO. CL2000-3 3
CONCRETE CURB AND GUTTER (ALL TYPES) - ITEM NO. 10
A 2 metre length of curb and gutter shall be omitted at each catchbasin and catchbasin/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.
150 mm DIA. PIPE SUBDRAINS- ITEM NO. 11
The Contractor shall supply and place perforated corrugated polyethylene pipe and steel pipe at the
locations indicated on the breakdown sheet.
Payment under this Item at the unit price bid shall include for the following work:
• Excavation in existing ditch as required to place subdrain pipe. Excavated material shall be
used as fill in boulevard areas where the material is suitable.
• Supply and placing of Granular `B', Type 1, backfill to subdrains as shown on Contract
drawings..
• Connecting subdrain pipe to catchbasins or catchbasin/Maintenance Holes.
• No subdrain shall be installed in areas where storm sewer is placed with granular backfill close
to curb line.
STORM SEWERS - ITEMS NO. 12 - 16
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 `B' Type 1 placed and
compacted to top of subbase level.
tPipe materials shall be concrete throughout except that PVC SDR35 may be used for catchbasin leads
with the approval of the Owner.
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.
Connection of catchbasin leads to the existing storm sewer shall be made by an approved coring
method.
Soils report results support a classification of Type 3 for soils for the purposes of selecting Class `B'
bedding.
For catchbasin leads constructed in existing asphalt pavement the Contractor shall temporarily restore
trenches to level of existing pavement with Granular `A' paid for under the Granular `A' Item.
' Sawcutting of road crossing trenches in asphalt, if so directed by the Contract Administrator, shall be
paid for under Item No. 26. Granular `A' material required for maintenance of storm trenches will be
paid for under the granular items. Since it is intended to maintain the existing asphalt surface in place
SPECIAL PROVISIONS-TENDER ITEMS
CONTRACT NO. CL2000 3 4
for as long as possible to protect the road base, construction of the storm sewer crossings will occur
within the asphalt road base.
CATCHBASINS, DITCH INLETS AND MAINTENANCE HOLES- ITEMS NO. 17-21
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 catchbasin. Filter fabric
Terrafix Type 27OR or equal shall be placed at drainage openings. The unit prices bid under these
Items shall include for:
All catchbasins and maintenance holes shall be fitted with sumps. Catchbasin frames and grates and
Maintenance Hole frames and covers shall be constructed to the level of base course asphalt. Modified
catchbasins 3, 12, and 13 shall be fitted with frame and cover as per OPSD 400.02 placed at a slope
ratio of 4:1.
A number of storm structures and frames, grates and covers will be salvaged under Item No. 30. The
Contractor's unit prices bid under these Items shall include for supply of all new materials. Where
salvaged materials can be reused, as agreed with the Contract Administrator, a credit shall be
negotiated with the Contractor for the appropriate materials used.
CLEAR STONE BEDDING WITH GEOTEXTILE- ITEM NO. 23 (Provisional Item
Payment shall be made under this Item for the additional cost to supply and place 19 mm clear stone
wrapped in geotextile as bedding to storm sewers in lieu of crusher run limestone in wet areas where
directed by the Contract Administrator. Geotextile shall be Terrafix 270R or approved equivalent. No
work shall be undertaken under this Item without the approval of the Contract Administrator.
SAWCUTTING OF ASPHALT- ITEM NO. 26
Payment shall be made under this Item for the sawcutting of all road and entrance asphalt irrespective
of asphalt depth and where directed by the Contract Administrator.
REMOVAL OF CURB AND GUTTER AND REMOVAL OF CONCRETE SIDEWALK-
ITEMS NO. 27 and 28
Concrete rubble resulting from curb and gutter and sidewalk removal is not suitable for reuse on site
and shall be disposed of off the site of the works at a location arranged for by the Contractor.
REMOVAL OF MAINTENANCE HOLES, CATCHBASINS AND DITCH INLETS -
ITEM NO.30
Ditch inlets No. 52, 53, 54, 60 and 61 (including frames and grates) will be salvaged and delivered to
the Municipal Works Yard located on Taunton Road at Hampton. Voids left by removal of structures
shall be backfilled with selected native material. Where native material is not suitable, Granular `B',
SPECIAL PROVISIONS-TENDER ITEMS
CONTRACT NO. CL2000-3 5
Type 1 shall be used and paid for under Item No. 8. Where the Contract Administrator recommends
that salvaged structures can be reused then these will be stored on site.
REMOVAL OF ASPHALT PAVEMENT, FULL DEPTH- ITEM NO. 31
Full depth removal of existing asphalt on Mearns Avenue and intersecting sidestreets shall be carried
out using pulverizing equipment. Equipment shall be capable of producing pulverized material with a
maximum size of 26.5 mm. For asphalt depths see attached borehole logs.
It is intended that pulverized material will be placed in boulevard areas and compacted. The material
shall preferably be placed in the bottom of fill areas on each side of the roadway.
Existing asphalt shall remain in place until underground work is complete and curb and gutter has been
placed.
TOPSOIL MdPORTED) AND SOD (NURSERY) - ITEMS NO. 32 AND 33
Topsoil shall be placed to a minimum depth of 100 mm in disturbed grass areas. Topsoil shall be
screened and tested in accordance with Clause 30 of the "Special Provisions - General". Sodding shall
be placed to one metre behind sidewalk and to one metre behind back of curb where no sidewalk will
be constructed.
It is not anticipated that there will be any suitable topsoil available from stripping operations on site.
SEED AND MULCH- ITEM NO. 34
The extent and location of areas to be seeded shall be determined on site by the Contract Administrator
but will essentially be confined to areas from 1 metre behind sidewalk or back of curb to limits of
grading in undeveloped areas.
ADJUST WATER VALVE BOXES- ITEM NO. 35 a)
Payment shall be made under this Item for the following work:
• Excavation
• Adjusting slide type valve box to finished grade
• Adjusting tracer wire as required
• Backfilling with selected native material and compaction
VALVE BOX AND ROD EXTENSION- ITEM N0. 35 b)
Payment shall be made under this Item at the unit price bid for the following work:
• Excavation
• Removal and salvage of valve box
SPECIAL PROVISIONS-TENDER ITEMS
CONTRACT NO. CL2000-3 6
• Supply and installation of stem extension
• Supply and installation of centre extension piece to valve box as required and adjusting to
grade
• Adjusting tracer wire
• Cathodic protection as per detail 5-438
• Backfilling with selected native material and compaction
GEOTEXTILE FOR SUBGRADE- ITEM NO.36
Payment shall be made under this Item at the unit price bid for the supply and placing of Terratrack
200W woven geotextile on subgrade where directed by the Contract Administrator. Geotextile shall be
laid with a minimum overlap of 600 mm on all joints. Payment shall be based on the actual surface
area of subgrade covered.
CONCRETE PIPE PLUGS- ITEM NO. 38 r
Payment shall be made under this Item for the supply and placing of 300 mm long, 20 Mpa concrete
plugs in ends of pipes to be abandoned, including excavation, backfilling and disposal of pipe material.
RIP RAP-ITEM NO. 39 (Provisional Item) ,
Payment under this Item at the unit price bid shall include for the supply and placing of Geotextile on
prepared base. Geotextile shall be Terrafix 270R or approved equivalent. Unit price bid shall include
for fine grading of surface in preparation for placing geotextile.
The rip rap shall be placed to a depth of 300 mm and shall consist of clean quarried rock laid by hand
if necessary to achieve a uniform rock surface.
SALVAGE AND RELOCATE EXISTING HYDRANT ITEM NO. 40
Payment shall be made under this Item at the lump sum bid for the following work:
Removal and salvage of existing hydrant, barrel and valve.
Excavation as required to install hydrant, lead and valve to new location and disposal of
surplus materials on site.
Removal of existing hydrant lead at tee location and dispose of pipe.
Removal of existing tee, pipe north of tee and thrust block. Dispose of thrust block material
and pipe.
Supply and installation of PVC hydrant lead and connection to existing tee and valve.
Reinstall hydrant complete with blocking in accordance with Region of Durham Standard ,
Specification Section 02511, sub-section 212.
Extension to hydrant, valve box and rod where required.
Cathodic protection as per Region of Durham Standard S-436. Add new cathodic protection.
Backfill with selected native materials and compact.
SPECIAL PROVISIONS-TENDER ITEMS
CONTRACT NO. CL2000-3 7
ADJUST HYDRANT- ITEM NO. 40
Payment shall be made under this Item at the lump sum bid for the following work:
• Excavation.
• Removal and salvage of existing hydrant and barrel.
• Supply and installation of extension piece at bottom of barrel.
• Supply and install rod extension to valve and adjust valve box including valve box extension if
required.
• Reconnect hydrant complete.
• Adjust tracer wire.
• Cathodic protection in accordance with Detail S-436.
• Backfill with selected native material and compact.
SECTION 1B - LIBERTY STREET SIDEWALK
EARTH BORROW- ITEM NO. 1
Earth borrow material must be accepted by the Contract Administrator prior to placement. Trucks
shall be inspected to ensure full loads are delivered. Measurement for payment shall be by truck box
measure.
HOT MIX H.L.-3A- ITEM NO. 2
Asphalt shall be penetration grade 85/100 as per OPSS 310.
Payment shall be made under this Item for the following work.
• Restoration of existing paved entrances to match existing.
• Paving of existing gravel entrances to 2 m behind back of sidewalk.
• Placing of asphalt pavement adjacent to new drop curb section at Meadowview Boulevard as
required.
• Placing and compaction of 50 mm depth of asphalt in sidewalk.
Asphalt shall be placed to a depth of 50 mm in entrances.
GRANULAR `A' - ITEM NO. 3
Payment shall be made under this item for the supply and placing of 100 mm depth Granular `A' as
sidewalk foundation and as required in private entrances.
CONCRETE IN SIDEWALK- ITEM NO. 4
The unit price bid shall include the following work.
SPECIAL PROVISIONS-TENDER ITEMS
CONTRACT NO. CL2000-3 8
• Removals as required.
• Excavation and disposal of materials of the site of the works.
• Stripping as required and disposal of materials of the site of the works.
• Supply and placement of concrete to a minimum depth of 125 mm with 150 mm depth across
entrances.
• Construction of sidewalk in 30 Mpa concrete.
• Construction of concrete entrances to match existing thickness.
SAWCUTTING- ITEM NO.5
Payment shall be made under this item for the following work:
• Sawcutting of existing sidewalk if required at point of connecting to new walk.
• Sawcutting existing asphalt entrances and roadway.
• Sawcutting existing concrete entrance at 1+690 approx.
ADJUST WATER VALVE BOX- ITEM NO. 7
Payment shall be made under this Item at the unit rice bid for the following work:
Y P g
• Excavation
• Adjusting slide type valve box to finished grade.
• Adjusting tracer wire as required.
• Backfilling with selected native material and compaction.
TOPSOIL MAPORTED) AND NURSERY SOD (STAKED AND UNSTAKED) - ITEMS NO. 8
AND 9
Payment shall be made under these Items for the following work:
• Excavation as required to place topsoil and sod to match adjacent boulevard and lawn and
disposal of excavated material off the site of the works.
• Supply and placing of topsoil to a minimum depth of 100 mm in disturbed grass areas.
• Supply and placing of sod staked where directed by the Contract Administrator.
• Screening and testing of topsoil in accordance with Clause 30 of the "Special Provisions -
General".
The Contract Administrator shall determine the limits of placing of topsoil and sod. The Contractor
shall exercise care in his operations so as to not cause undue damage to grassed areas.
ASPHALT PAVEMENT REMOVAL-ITEM NO. 10
Payment shall be made under this Item for the removal of asphalt pavement in entrances and for
disposal of materials off the site of the works.
SPECIAL PROVISIONS-TENDER ITEMS
CONTRACT NO. CL2000-3 9
MISCELLANEOUS WORKS- ITEM NO. 11
Payment shall be made under this Item for the following works.
• Removal of concrete curb and gutter as directed on site (including sawcutting) and disposal of
concrete rubble off the site of the works.
• Supply concrete and construct drop curb and gutter section at Meadowview Boulevard.
• Adjustment to existing culvert at Sta. 1+162 approximately (opposite Sunset Road).
• Removal, salvage and reinstatement of interlocking brick pavers at House Nos. 153 and 229.
The Contractor is advised that the Owners of these homes may wish to engage a Contractor of
their choice to undertake the relaying of the bricks.
• Such other works as may be deemed necessary to complete the sidewalk installation and where
such works are not covered elsewhere in the Contract.
Work under this Item shall be undertaken on a time and material basis. No work shall be carried out
under this Item without the prior approval of the Contract Administrator.
SECTION 3: WATERMAIN AND APPURTENANCES
WATERMAIN PIPE- ITEM NO. 3.01.02 AND NO. 3.01.04
Reference: RMDSS Contract Drawings.
Note: .1 All joints to be mechanically restrained in combination with granular thrust blocks as
per details 5-430, 5431 and 5-433. Concrete thrust blocks are not permitted on PVC
watermain pipe.
.2 Protection of asphalt surface in trenching operations.
.3 Maintenance of water supply to House No. 248.
Include: .l Connection to main on Sprucewood Crescent which should be in place when
construction commences on this Contract. If connection is made one blow-off will be
eliminated.
VALVE AND VALVE BOX- ITEM NO. 3.03.04
Reference: RMDSS Contract Drawings and Details 5-408, S425 and 5-438.
Include: 1 Supply and installation of the resilient seat gate valve and valve box as per S-
408.
.2 Excavation, blocking, backfilling and compaction.
.3 Supply and installation of cathodic protection as per 5438.
.4 Adjust to level or base asphalt as necessary.
Note: Basis of payment- each.
SPECIAL PROVISIONS-TENDER ITEMS
CONTRACT NO. CL2000-3 10
NEW HYDRANT WITH STORZ PUMPER NOZZLE ASSEMBLY- ITEM NO. 3.04.01
Reference: RMDSS Section 02511, Sub-section 2.12, 5-432 and S-436.
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Supply and installation of hydrant, anchor tee and resilient seal gate valve and
box and including any hydrant extensions and/or valve box and rod extensions
as shown on the Contract Drawings.
.3 Supply and installation of filler piece WM pipe regardless of length.
.4 Supply and installation of mechanical restrainers.
.5 Cathodic protection as per S-436. ,
.6 Backfill with selected native materials and compaction.
Note: Basis of payment, each.
SALVAGE AND RELOCATE EXISTING HYDRANT- ITEM NO. 3.04.04
Reference: Contract Drawings and RMD Detail 5-432
Include:
1 Removal and salvage of existing hydrant, barrel and valve.
.2 Excavation as required to install hydrant, lead and valve to new location and disposal
of surplus materials on site.
.3 Removal of existing hydrant lead at tee location and dispose of pipe.
.4 Removal of existing tee, pipe north of tee and thrust block. Dispose of thrust block
material and pipe.
.5 Supply and installation of PVC hydrant lead and connection to existing tee and valve.
.6 Reinstall hydrant complete with blocking in accordance with RMDSS Section 02511,
sub-section 212.
.7 Extension to hydrant, valve box and rod where required.
.8 Cathodic protection as per Region of Durham Standard 5-436. Add new cathodic
protection.
.9 Backfill with selected native materials and compact.
TEMPORARY FLUSHING HYDRANT- ITEM NO. 3.04.03
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Supply of temporary hydrant meeting requirements of RMDSS Section 02511,
2.12 except for storz pumper nozzle and inner workings of hydrant.
.3 Complete installation of piping, hydrant, blocking, tie rods as per 5-409 and
removal upon completion.
.4 Supply and installation of all other materials as required.
.5 Backfill with selected native material and compaction.
Note: 1 Contract allows for installation of temporary flushing hydrants on sidestreet
connections and at limits of watermain installation where directed.
.2 Hydrant shall remain the property of the Contractor.
.3 Basis of payment, each.
SPECIAL PROVISIONS-TENDER ITEMS
CONTRACT NO. CL2000-3 11
19 mm MAIN STOP- ITEM NO. 3.05.01
Include: 1 Excavation and compacted backfill with select native materials where
corresponding service pipe is not to be installed.
.2 Supply and installation complete with saddle, union adapter, connectors, etc.
.3 Connection to new or existing service pipe.
.4 Cathodic protection in accordance with Detail S-414.
Note: .1 Measurement for Payment-each.
19 mm COPPER PIPE- ITEM NO. 3.05.11
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Supply and installation of pipe in specified bedding and cover including
connections to existing service with required unions/adapters.
.3 Supply and installation of cathodic protection.
Note: The exact locations for the new service connection shall be field
confirmed by the Contract Administrator unless specifically
dimensioned on the Contract Drawings.
Note: 1 Measurement for Payment-actual length, in metres, of service pipe installed.
19 mm TEST POINT- ITEM NO. 3.06.01
Reference: RMDSS Detail 5-429
Include. 1 Supply and installation of all corporation main stops, valves, backflow
preventers, copper tubing, fittings, etc.
.2 Removal of all main stops upon completion of testing and flushing.
.3 Supply and installation of a brass plug in locations where main stops were
removed.
.4 Backfill with select native materials and compaction.
.5 Measurement for Payment-each, complete.
19 mm BLOW-OFF- ITEM NO. 3.07.01
Reference: RMD Detail 5-406
Include. .1 Excavation.
.2 Supply and installation in accordance with Detail S-406.
.4 Backfill with select native materials and compaction.
.5 Measurement for Payment-each, complete.
r
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2000-3
STANDARD DRAWINGS
PAGE ONE
STANDARD DRAWINGS
CONTRACT NO. CL2000-3
STANDARD NO. DESCRIPTION
OPSD- 216.010 BOULEVARD TREATMENTS - URBAN SECTION
218.01 SODDING OF SIDE SLOPES
219.110 LIGHT DUTY SILT FENCE BARRIER
219.180 STRAW BALE FLOW CHECK
219.210 TEMPORARY ROCK FLOW CHECK
310.010 Mod. CONCRETE SIDEWALK
310.020 Mod. CONCRETE SIDEWALK ADJACENT TO CURB AND GUTTER
310.030 Mod. CONCRETE SIDEWALK RAMPS AT INTERSECTIONS
310.040 UTILITY ISOLATION IN SIDEWALKS
310.050 Mod. SIDEWALK DRIVEWAY ENTRANCE DETAILS
350.010 URBAN INDUSTRIAL, COMMERCIAL AND APARTMENT ENTRANCES
351.010 URBAN RESIDENTIAL ENTRANCE
400.01 CATCHBASIN GRATES
400.02 CATCHBASIN GRATES
401.01 MAINTENANCE HOLE COVER
561.010 INTERLOCKING CONCRETE PAVERS ON GRANULAR BASE
600.040 CONCRETE BARRIER CURB AND GUTTER
600.110 CONCRETE BARRIER CURB
608.010 METHOD OF TERMINATION
610.01 CONCRETE CURB AND GUTTER OUTLET
701.010 1200 mm DIA. PRECAST MAINTENANCE HOLE
701.011 1500 mm DIA. PRECAST MAINTENANCE HOLE
701.030 1200 mm DIA. PRECAST CONCRETE MAINTENANCE HOLE COMPONENTS
701.040 1500 mm DIA. PRECAST CONCRETE MAINTENANCE HOLE COMPONENTS
704.010 MAINTENANCE HOLE AND CATCHBASIN PRECAST ADJUSTMENT UNITS
705.010 600 mm x 600 mm PRECAST CONCRETE CATCHBASIN
705.030 600 mm x 600 mm PRECAST CONCRETE DITCH INLET
705.040 600 mm x 1200 mm PRECAST CONCRETE DITCH INLET
708.01 CATCHBASIN CONNECTION
708.020 SUPPORT FOR PIPE AT CATCHBASIN OR MAINTENANCE HOLE
802.010 FLEXIBLE PIPE EMBEDMENT AND BACKFILL
802.031 RIGID PIPE BEDDING, COVER AND BACKFILL-TYPE 3 SOIL
S - 401 SANITARY, STORM AND WATER (MAIN AND SERVICE) TRENCH
BEDDING DETAIL
406 19 mm BLOWOFF FOR 100 mm TO 300 mm WATER SERVICE STUBS
407 SUPPORTS FOR WATERMAINS AND SEWERS CROSSING TRENCH
408 100 mm TO 300 mm GATE VALVE AND VALVE BOX
409 HYDRANT ASSEMBLY WITH CONCRETE THRUST BLOCKS
414 19 mm AND 25 mm COPPER WATER SERVICE
423 TRACER WIRE ARRANGEMENT AT HYDRANTS FOR WATERMAIN PIPE
425 TRACER WIRE AT VALVE BOX FOR P.V.C.
1 429 19 mm TEST POINT BY-PASS
430 RESTRAINED JOINT DETAIL FOR P.V.C. PIPE
STANDARD DRAWINGS
CONTRACT NO. CL2000-3 2.
STANDARD NO.
DESCRIPTION
431 JOINT RESTRAINING LENGTH FOR P.V.C. PIPE
432 HYDRANT ASSEMBLY WITH MECHANICALLY RESTRAINED JOINTS
433 THRUST BLOCKING FOR P.V.C. WATERMAINS
435 CATHODIC PROTECTION FOR TRACER WIRES ON P.V.C.
436 CATHODIC PROTECTION FOR HYDRANT ASSEMBLY
438 CATHODIC PROTECTION FOR VALVES AND FITTINGS
501 PAVEMENT JOINT TREATMENT
Sidewalk 0.3m min
Note 1
y 0.5 Original ground
Oracular base Boulevard surface m X i —
Pavement min poi
2% y 27.min 8%max
2% -.r
27. J L \?7
Rounding
r39:�-`` •.'. breakpoint
0.3m
Granular Subgrade Typ
subbase
SOmm min
Typ Pipe subdrain
Typ
CUT AND FILL SECTION WITH BARRIER CURB
Sidewalk 0.3m min
Note 1
Pavement surface
Granular base m5 Original ground
i obi le
2% 2%min 8%max 27. �r �i��
7�—+ '-�,. i _ Depth as
specified
3%
Rounding
Granular Subgrade breakpoint
subbase
CUT AND FILL SECTION WITH MOUNTABLE CURB
NOTES:
1 Where steel beam guide rail is indicated,
the minimum rounding shall be 1.0m,
with 0.5m required from edge of sidewalk
to rounding breakpoint.
A All dimensions are in millimetres or metres
unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING 1994 05 16 lRe v
SP
BOULEVARD TREATMENTS pate- - - - - - - _
URBAN SECTION OPSD - 216.010
on 2:1 siopesuo s eeper, �:- •
V d 9ve y fju�sh with sod _ � �: w -Y -
Ap
p0 100 - i .i. •• of
/ 'reCtl ed, �
/• - _ Unroll
' ' ' • Subgrode elevation
on roadway frontslope
o.,Cb
X. /
NOTES:
A For application to designated areas.
B All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING Date 1990 09 14 Rev 2
Date
SODDING OF SIDE SLOPES ------------
0PSD - 218 . 01
' Area under
construction Et 1
o End
r� w run
Barrier v v C i
main run 1 f r v 4
`b
End run
Ooh Area under protection
tiry S
PERSPECTIVE VIEW
Area under Direction of flow
construction
Area under protection
SECTION VIEW Silt fence barrier
h Direction of flow
,t
�.® n
nI @�d\tv4 A 1 "
2.3m max, Typ I
Main run
A L® PLAN OF SILT FENCE BARRIER
-� Stake
c
Geotextile
E
E
0
Direction coo Trench to be
Of flow backfilled and
compacted Earth surface
0
0
N
300mm min
of geotextile 200
in trench
SECTION A—A
NOTE:
A All dimensions are in millimetres or metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING 1996 02 011 Rev
OP
LIGHT DUTY gate—_ _ _ _ _ _ —
� SILT FENCE BARRIER OPSD - 219. 110
I Direction of flow
Straw bales C� Stakes 150mm
Note 1 t from end of bales
A A
. . . . . . . . . -- WIN . . .
I
CLO. PLAN VIEW
FLAT BOTTOM DITCH OR CHANNEL
Ditch s/o
Pe Stakes driven flush �
ILowest level �-
Bottom of end bales �� L __ _ ___ _J.'' Trench
of downstream row to
be higher than lowest
point of flow check.
Downstream bale position SECTION A—A
outlined.
Directions of flow
S J 1, Stakes 150mm
Straw bales
Note 1. C ���/// from end of bales
1
B B
t
1
C Lo' PLAN VIEW
V—DITCH
Ditch s/a e
Stakes driven flush
Lowest point
Bottom of end bales I - Trench Ties not to be
of downstream row to in contact with
be higher than lowest ground
point of flow check. SECTION 6—B 75
Downstream bale position
outlined. Note 2 l l
I+-1500--�I
NOTES: SECTION C—C
1 Number of bales varies to suit ditch
or channel.
2 Balance of excavated trench to be A All dimensions are in millimetres or
backfilled following bale placement. metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING 1996 02 01 Rev
OP
STRAW BALE FLOW CHECK Date _ _ _ _ _ _
OPSD -- 219. 18
Direction of flow
�B
1
Spillway
a � 4
A b �p p� o A
• o�
d
1
4J B
PLAN VIEW
p'r�h
c or 300mm min 300mm min
�hhe s� 1 150
oPe 100
Spillway
Geotextile
SECTION A-A
Spillway
150 Second lift of rock Geotextile Direction of flow
o
r ,n Rock A. /—First lift of rock
200mm Trench to be
backfilled and
200mm-�---� compacted
NOTE: SECTION B-B
300mm min
A All dimensions are in millimetres or n geotextile
i
metres unless otherwise shown. n trench
ONTARIO PROVINCIAL STANDARD DRAWING 1996 02 01 Rev
TEMPORARY ROCK FLOW CHECK Date _ _ _ _ _ _
v-DITCH OPSD - 219.210
Vories 'Otte 2
0.3m
� BOULEVARD
min g1oPe
Concrete 2X to t0X �aX
2% to10X
Slope 2X to 4X sidewalk —!________—
21Lm R=Smm �- 100mm Granular A
• Note t ~�
5� TYPICAL SECTION
DUMMY JOINT Curb and gutter Expansion
joint material
5 0.25 T BOULEVARD R=0.5m Note 1
:. ice. • '.f. .� I C O
! • ~ o Typ
Expansion
joints
CONTRACTION JOINT
R=5mm
TYP 5 Dummy
joints
s , j •' Y Typ
! .� .�•• D
••; •! C Contraction
i `2 joints
• r Typ
0
12mm expansion
joint material JOINT LAYOUT
EXPANSION JOINT
NOTES:
1 Sidewalk thickness at residential driveways A All dimensions are in millimetres or
and adjacent to curb shall beF12__51 mm. metres unless otherwise shown.
At commercial and industrial driveways.
the thickness shall be F15_0_1 mm.
2 Sidewalk width shall •be increased to
2.4m at schools, bus•stops and other
high pedestrian areas.
ONTARIO PROVINCIAL STANDARD DRAWING 1993 10 01 Rev
MODIFIED
FS P
CONCRETE SIDEWALK date •MAR.R 1994- - - -
�
OPSD - 310.010
WAM
1.5m —
Note 2
Exponsion
joint material
Finished road - Sloe 2% to 4%
surface .�. .. 125 mm
oe
R
Concrete R Smm
Zt =Smm =
sidewalk
`' GRANULAR 'A' - 100 mm
Curb and
at
as specified TYPICAL SECTION
•f •�. •, r .• L•. C
lc y° Expansion
- t e joint material
° Curb and gutter
GUMMY JOINT
5
0.2 5 T Typ
Contraction
°
c° 0
joint Expansion
1 i_ :�. ►• v joints
• � � is
CONTRACTION JOINT
t
R-5mm
Typ 5 Dummy joints
f w o Typ
•� c 3
- ' r �• w Contraction
joint
--� �- 12mm expansion JOINT LAYOUT
joint material
EXPANSION JOINT
NOTES:
1 Sidewalk thickness at residential driveways A All dimensions are in millimetres or
and adjacent to curb shall be f 25 mm. metres unless otherwise shown.
At commercial and industrial driveways,
the thickness shall be f 5o mm.
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.
ONTARIO PROVINCIAL STANDARD DRAWING 1993 10 01 Rev
CONCRETE SIDEWALK - - - MODIFIED _ _ 8_ 11 ADJACENT TO
Date _MAR., 1994
CURB AND GUTTER OPSD - 310.020
Stop or-yield Stop or yield
street street
Expansion joints
2.5m Typ
ram Ramp slopes
p 8% max
1.5m -- Typ
o
Typ o
� •: 1.Sm �
: TYp
Expansion joint
Curb and gutter material , Typ Curb and gutter
Through street - - Through street
UNSIGNALIZED INTERSECTIONS
Back of sidewalk
Expansion joint Directional lines
Typ
Crosswalk J Directional lines
Typ o 0.3m apart and
1.5m long - min
it
Typ
Curb and --
I gutter
L1.0 1.5 1.0 ------
Gutter line
RAMP ELEVATION Full curb
height 7
0
i �•S
T_0�
I Curb and gutter
Finished road I
surface Expansion joint material SIGNALIZED INTERSECTIONS
2.5m Back of
sidewalk
'Slope 8% max SR desirable
min
12
Curb and gutter Sidewalk ramp
as specified TYPICAL RAMP SECTION
NOTES:
A Directional lines shall be 10x10mm 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 Rev
CONCRETE SIDEWALK RAMPS Date
Jury X1995 S
AT INTERSECTIONS rOPSD - 310.030
1
Sidewalk I
Typ I
� 1
Note 1 I 1
Curb
Typ I Catch
basin Face of curb
Expansion joint Typ
material
CATCH BASIN
Expansion joint
Note 2
Expansion joint material
Note 3
Maintenance hole
UTILITY APPURTENANCE
Expansion joint
? Note 2
Provide a minimum
of 100mm clearance
Pole Asphaltic concrete around pole
Note 4
UTILITY POLE
NOTES:
1 Expansion joint through sidewalk is 4 For portland cement concrete alternative
required when curb and gutter is use expansion joint material around boxout.
poured integral with sidewalk. A All dimensions are in millimetres or metres
2 Adjust joints to coincide with centre of unless otherwise shown.
utility, with minimum slab length of 1m.
3 Expansion joint material shall be placed
around maintenance holes flush with
concrete surface.
ONTARIO PROVINCIAL STANDARD DRAWING 1993 10 011 Rev
P
UTILITY ISOLATION - - - - - - - - - -
S
Date
IN SIDEWALKS 17OP7SD - 310.040
M an M AM M
Driveway varies Driveway varies
�.o A - r
' B
E
E
C C D
D
1 �_�0.5m min Boulevard
Curb and gutter-/-,
utter I A I
Imo-- 1.5m min Sidewalk depressed B
Curb and gutter
to match dropped curb
for driveway entrance Sidewalk depressed
FULLY DEPRESSED to match dropped curb
for driveway entrance PARTIALLY DEPRESSED
SIDEWALK AT DRIVEWAY ENTRANCE—PLAN
Transition section
Sidewalk Transition— Dropped sidewalk Dr2pped sidewalk Sidewalk
section
`.
•� ;' . .�
SIDEWALK WITHOUT BOULEVARD SIDEWALK WITH BOULEVARD
SECTION C—C SECTION D—D
Curb and gutter 2X min 150mm Varies 4X 2X min
.._..- 4 Note t
Typ
Varies SECTION B—B MOD.
SECTION A—A
NOTES: 1993 10 01 Rev
1 At commercial and industrial ONTARIO PROVINCIAL STANDARD DRAWING
driveways the thickness shall SP
be 5omm. WAY ENTRANCE - - ` - - - - r - -
A All dimensions are in millimetres SIDEWALK DRIVE
or metres unless otherwise shown. DETAILS Date _ _ _ _ _ _
OPSD - 310.050
DRIVEWAY DIMENSIONS
idewalk WIDTH RADIUS
c o LAND USE One Way Two—Way m
Entrance min max min I max min max
o Light Industrial
� Dropped curb 4.5 7.5 7.2 12.0 4.5 12.0
Commercial and Apartment
Heavy Industrial 5.0 9.0 9.0 15.0 6.0 15.0
--�{ �600mm min
IDropped curb
DETAIL A f-----See Table
r
Left 3.Om min,
turn if required
lane ROW
Varies
Sidewalk
Boulevard
Concrete curb or R-5.Om for light industrial
commercial and apartment
curb and gutter. PLAN
For entrance without entrances on 2 lane roads
curb or curb and gutter
see Detail A ZR=8.Om for all heavy industrial
entrances, and for commercial and
apartment entrances on 4 lane roads.
mm m;n
�0 Sidewalk
� woe
x
Joint
% mQ dal
rn
�.� Cu paVer"ent
_ Base
Subbase
Subdral
NOTES:
A All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING April 1999 jRevj
URBAN •
INDUSTRIAL COMMERCIAL AND - - - - - - - - - -
APARTMENT ENTRANCES FOPSD - 350.010
Ar*
See Table —
Sidewalk
EL-
Entrance Boulevard
0
Dropped
Curb and gutter curb
600mm min 300mm 1 300mm 600mm min
min A min
PLAN
• ewa k 6�
`r RDAD
4 Base
Subbase
Subdral
ISOMETRIC VIEW
3.0m 3.Om Var
8y SW or SW and entrance
Hats
SAG SW Entrance
6f Nate 1
Dropped curb
4R; Note 1 4%max
I 8y maX
Note 2 4%. Note 2
CREST to 2 sx. SECTION A—A
ax. r1a
DRIVEWAY DIMENSIONS
WIDTH
LAND USE m
single I Double
NOTES: min I max I min mox
1 Maximum upgrade shall be 10%. Residential 1 3.014.3 16.0 17.31
2 Maximum downgrade shall be 8%.
A All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING April 1999 jRevj
P
URBAN RESIDENTIAL I - - - - - - - - - -
ENTRANCE r5PS7D - 351 .010
825
25-+•1 600 108
i AM—�
t r' as 552
o N 19mm dia.rod
64
32�� _Ti --
�44 N m 3, ZVI
CD
Ao�
tA 51
on Al L 1 I
102 T
766 t0
♦ I
M
102 --«�j51 LL 66 ; ' cOv
Lj ,n-113' i
I C
1 19 0 �) 32
gg'�t 70 N tt GRATE PLAN SECTION C-C
�--�
152 R=838 R=4.57m
FRAME PLAN N 0 178 mm 25mm 7
-SECTION 8-8 (Typ)_1 f-- � 25mm
(TYp)
657 �— 4 9
SI'ot 17 623 17 R-25mm R=25mm --J� -13mm (Typ)
detail ' ' SECTION 0-D SECTION E-E
below 1 COD'
__-- _ M - � N o �' NOTE.
f "-"' - -'`°"-'°D'-' -�—;�-� A All dimensions are in millimetres unless otherwise shown.
1--105 �- 615 1 105
SECTION A—A ONTARIO PROVINCIAL STANDARD DRAWING Date 1 1987 03 31 1 Rev
R=14.5mm CATCH BASIN , CAST IRON, Date_____
SLOT DETAIL FRAME & DISHED SQUARE GRATE
OPSD - 400 . 01
820` 15 ��
All 25
604
_1 - f+-16 mm Dio pin f �66 M M.
Hj- ' 1 i I 1
1a II
i M
0 I I 1
M �1 M I
Q.I 1
M M N 1 M ,' . �t -R=I.5m j 1
0 to
N N tL) + - - N - 1 �.. C S.f° I ``
OD to W I
cli
CD
1 1 N
1 y t
I
I !I 1
�i51 i -� ' � �� I M n M
� � I
� _ I
__T 57_ _ - - -` - 57�
32—►�
r See slot detail--� � 64
GRATE PLAN SECTION B-B
10� 54
FRAME PLAN SECTION A-A
R=3mm 64
o TyP)`, l" -25mm(Typ) 1 32
I�I —R-10mm
L T
m�
3
4*3
f--10
2 c
SLOT DETAIL --I 13mm(Typ) SECTION C-C
NOTE : SECTION D-D
A All dimensions are millimetres
unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Date 1 1967 03 31 Rev I
Date _
CATCH BASIN , CAST IRON, _-_-
FRAME AND FLAT SQUARE GRATE
10PSD - 400.02
/.� �I �I iil Iii ICI gl ii un iii %r
• ; it (il lil lul lil lil Iii i / a it il�lin�,il Iii i \
i
(optional) it !ol it lil iil lil Iii lil lil a a�iilmlilmli- I-Al l 1ml la
it lil lil of it liil lil Iii lil ail li a ir�la�ra�la�un�l�l�l■r�lii�la ra
typical
it lil lil !1l 10! mimilmillmlolmim 1!I lil ut ICI a Jil iil pn I■I l:l Iii lii la
_
it Iii lil �I lil
11 1W oil iil �:I �I _
• - - - - I0 li! �lil�l:��ul�un�lil�la�la�lil la
it lil lil it lil iIll lil ai a lil In a .I�I.I�lil�lgl�un�lii�u�ul�i: it
s it lil it Ii1 Inl lil Iii In! i �•I i�l�lgl�l�l�u�l�iii�ui�l�i Iii
�• •• it it it m la lil loll la a a�t�i�la la Ia
�•�'2: •��� it it iil
of iii W a w la Iii
VON
'111113:111RIRZTAT'7112�1 M. , ran, milmn
Date
CAST IRON,
COVER•
viii? �:��� •
�\
• • / FRAME
Boulevard/Sidewalk
utter, Note 2 Concrete
Curb and
g edge restraint
Concrete pavers, Note 1
Joint sand
Typ
► ► ► 25-40mm
bedding sand • , . a
�. . as specified .► '
Granular base o
and subbase
as specified °
Subgrade
Subdrain, Note 2
VEHICULAR NON-VEHICULAR
NOTES:
1 Concrete paver thickness:
— for vehicular traffic — 80mm min.
— for non—vehicular traffic — 60mm min.
2 This drawing is to be read in conjunction with OPSD 200
and 600 series drawings.
A All dimensions are in millimetres or metres unless otherwise
shown.
ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 Rev
INTERLOCKING ' CONCRETE PAVERS - - - - - - - - - - °sP
Date _ _ _ _ _ _
ON GRANULAR BASE oPS� — I561 .010
on IM, JM to 4M 4111111111 IMM 00 IM
Q
v
o Dropped curb at °
U entrances `� 100mm
u°. Typ Note 2
25 300 50 150--{ 25 300 50 150 Typ
Finished I
road Thickness
surface do .• of sidewalk I?,7
�� TYP In
in
Ln
N N. ,.
♦
N 'Note 3 s :,� N f. _ �' 'Note 3•'
525 50 50
525
TANGENT Additional width where
sidewalk is adjacent to curb SUPERELEVATED
Typ
NOTES:
1 Flexible pavement shall be 5mm above the adjacent
edge of gutter.
2 Where sidewalk is continuously adjacent, reduce the
dropped curb at entrances to 75mm.
3 For slipforming procedure, a 57. batter is acceptable.
A Treatment at entrances shall conform with OPSD-351.010. LEGEND:
B Outlet treatment shall conform with OPSD-610 Series. S — Rate of pavement superelevation in percent, X.
C The length of transition from one
curb type to another shall be
3.0m, except in conjunction with ONTARIO PROVINCIAL STANDARD DRAWING April 1999 Rev it 8 PSD-900 Series': °nforrn to CONCRETE BARRIER CURB - - - - - - - - - -
P
DAll dimensions are millimetres
unless otherwise shown. WITH STANDARD GUTTER - - - - - - - - - -
FOR FLEXIBLE PAVEMENT OPSD -- 600.040
Dropped curb
at entrances
150 -1 Thickness of
sidewalk
Finished road `•. ':��;,'• . c 0
surface ,. ...• - z �.
N
Note 2 '!
250
501--
Additional width where sidewalk
is adjacent to curb
NOTES:
1 Where sidewalk is continuously adjacent. reduce the
dropped curb at entrances to 75mm.
2 For sl�•pforming procedure. a 5% batter is acceptable.
A Treatment at entrances shall conform with OPSD-351.010.
8 Outlet treatment shall conform with OPSD-610 Series.
C The length of transition from one curb type to another
shall be 3.0m. except in conjunction with guide rail,
it shall conform to OPSD-900 Series.
D All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING April 1999 Rev FO CONCRETE BARRIER CURB =_-------- _ -
OPSD - 600.110
150mm
3.8m Termination min
Curb and
gutter
i
°
0
Gutter line
' 4
PLAN to— 4 225 �--
END VIEW
---------------------
ELEVATION
MOUNTABLE CURB AND GUTTER
Curti and 150mm
gutter 3.8m Termination min
o L
> 0
Gutter or U
curb line
PLAN � Varies�--
`4 END VIEW
---------------------
ELEVATION
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 April 1999 Rev sr
P .
METHOD OF TERMINATION _
FOR CONCRETE CURB AND GUTTER OPSD - 608.01
Saw cut Y r-► Saw cut
Standard pavement Back of curb
curb and gutter Half pavement width
Top of curb v j
1 See details Pavement top course I >
below
Curb and gutter-� D D Gutter line
e L. J
Pavement I I
` base course
Adjustment units 150 — —4
Min of one
Max of three "
_ Edge of
I-- —I pavement
SECTION Y—Y _ ?
X X
50 ��i —�nFra —1 L 0 150 ) a 150+-125 ` 1►Gutter line and grate
e 1Omm PLAN Pavement top course
�• . . l �, .: Saw cut Saw cut
Varies 5-15mm —
L300 �—300 --i
BARRIER CURB SEMI MOUNTABLE or MOUNTABLE e
CURB AND GUTTER +• _
DETAILS
25 SECTION X—X
At Gutter line NOTES:
v .. 10mm A Hatched areas ® : pavement base course
• to be hand placed in 50mm layers and compacted.
B All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING Date 11991 12 16JRevJ 1
CONCRETE CURB AND GUTTER Date - - - - - -
BARRIER OUTLET - - - - - - - - - - - - - -
CURB AND GUTTER AT CATCH BASIN I-OPSD — 610.011
For adjustment r
unit and frame el _-_-L5
installation see -T
OPSD-704.010
Typ 1
. s
Tapered top
See alternative D 'A
1200mm dia ALTERNATIVES
Riser sections A SUMP FOR STORM SEWER
as required MAINTENANCE HOLE
r
Monolithic base with 300mm max ; + � 300
inlet and outlet Typ Note 1
openings to suit
See alternatives A.13 and D '.• � • '�'
300mm.
T --I ••�a•�• .� vim' � V_+�' � �'�
yp ,-�
r,,.. Granular
Granular •_ _. :_��...—�' i bedding
bedding
B PRECAST SLAB BASE C CAST—IN—PLACE BASE D PRECAST FLAT CAP
Bottom riser section with
inlet ant open suit Riser 150 Flat cap
section
A 1 150 •.i 1200mm dia
2 75+ 1 Riser section
300 `►
L_��o. _�•�__�'' _� Lam_.-�:..�__�r_J
Granular Steel reinforcement Granular
bedding as specified bedding
NOTES:
1 The sump is measured from the lowest invert. E For benching details. maximum pipe
to be placed to a minimum
A Granular backfll hole diameters and flow configurations.
thickness of 300mm all around the see OPSD-701.021.
maintenance hole. F All dimensions are nominal.
B Precast concrete components according G unless dimensions otherwise millimetres
to OPSD-701.030.
C Structure exceeding 5-Om in depth to include
safety platform according to OPSD-404.020.
D Pipe support according to OPSD-708.020.
ONTARIO PROVINCIAL STANDARD DRAWING April 1999 1 Rev 12 sr
P .
PRECAST MAINTENANCE HOLE _ _ _ _ _ _ _ _ _ _ _
1200mm DIAMETER OPSD _ 701 .010
F ment a-------r ALTERNATIVES
rame el--___-_15 see -?-------r=3
010 -rl Idia� A PRECAST MONOLITHIC BASE
Tapered top
See alternative D
and E �I;Riser sections J. i as required 120 a ••Granular bedding Transition slab See alternative C
t B CAST—IN—PLACE BASE
1500mm dia
c
• 300mm max E * 150
Riser sections .r Typ E ' -150
as required E
e.
0 300 r!
Bench or sump . .• a°o ; 300
Note 1 ,,.. �i. ~' .i 7• J • .:'
Precast slab base •= :�'• •�
See alternative .� .� a 300 'y ,• :
A and B F•: :. Tr ,:•::•..` .'�: ;l
L '=---=�.�w_. •�'..':.• �:J GranularT--�"_��:._��.....:'.:,J
bedding Steel reinforcement
Granular • 300mm as specified
bedding Typ
C TAPERED TRANSITION SLAB D 1200mm PRECAST FLAT CAP E 1500mm PRECAST
FIAT CAP
125 3 1200 125
��..=..i
•4 r
--------- Flat Flat j
?..;. :1 00mm di 7 cap cap
Riser Riser
-' section section
150 1500 150
1500mm dia
NOTES:
1 For sump detail see OPSD-701.010. D Pipe support according to OPSD-708.020.
A Granular backfill to be placed to a E For benching details, maximum pipe hole
minimum thickness of 300mm all diameters and flow configurations, see
around the maintenance hole. OPSD-701.021.
B Precast concrete components according F All dimensions are nominal.
to OPSD-701.040. OPSD-703.010 and G All dimensions are in millimetres unless
OPSD-706.010. otherwise shown.
C Structures exceeding 5.Om in depth to
include safety platform according to
OPSD-404.020.
ONTARIO PROVINCIAL STANDARD DRAWING April 1999 1 Rev 12
. P .
PRECAST MAINTENANCE HOLE - _ _ _ _ _ _ _ _ _
1500mm DIAMETER r pSD — 70 .0
MOW M 1010' in
2-15M O 75m 2-15M O 150mm
m�
3-15M O 150mm
WWF Circ steel:
C
�
t ++ � � 2—i 250mm2/m 5M O 150mm /y
A A
885mn1 /1'11-11 ~'a" i
8 dia' \ i BI
PLAN 15M
Grate 2-15M O 75mm �3-15M O 150mm t Taperod mop a elevolion — 230—1 I-•-Bfl5—� r—230 PLAN J
__ __ _ WWF 'C + —
i
flat sop !. �SOmml/m
Odio 205--•J--�1475.m
685—j `r
PLAN
SECTION f t \ 125 1200mm dia— 125
I 1
I
SECTION A—A SECTION B—B
TAPERED TOP FLAT CAP
River section I 4-15M O 300mm OC 4-15M O 300mm OC
_ E each way each way 1200mm dia I-- 125
Monolithic base.—_ 8 t F t i --_---_r---_-- j
Baas slab with + °
riser anemative D D E E S $E i ENE
®( WWF Cir steel: 15M bent bar n N O £
I II 250mm�/m every 3rd bar ,• g # e
I PLAN PLAN as shown > E 11
1200mm dia T
125 125
Varies from
600mm to max 2400mm, __--_ WWF Circ steel: SECTION C—C
150mm increments -1 — 250mm2/m ' I 1475mm dio 15M bent bar RISER SECTION
3000 �---t— every 3rd bar
NOTES: _ -- as shown
1 Precast bases are available for T SECTION E—E
depth of bury greater than 10m. SECTION D—D, N BASE SLAB
Depth of bury measured to floor of MONOLITHIC BASE 1o.om max
monolithic base or top of base slab. 1 o.om max Note 1
A All reinforcing steel shall have Note 1
25mpm minimum cover. ONTARIO PROVINCIAL STANDARD DRAWING 1998 0-30-17 Rev 1 ST
Ste
B an OPSD-405 020.OPSD-405.010 PRECAST CONCRETE _ _ P
C All dimensions are nominal. MAINTENANCE HOLE COMPONENTS _ — — _ — — — — 'cO f-
D All dimensions are t millimetres 1200mm DIAMETER r PSD — 701 .030
or metres unless otherwise shown.
2-15M O 75mm-1-
2-15M O 75mm
-�•-••
15M i �3-15M O 75mm 15M 3-15M O 75mm
A + A 3-15M O 75mm pt +
15M B ♦�
2-15M O 75mm 15M 3-15M O 75mm
Crate reference elevation WWF Cirp steel:
_X---------- - J r 315mm /m
�- 2-15M O 75mm --� �--3-i5M O 75mm
I-3-15M O 75mm PLAN l' Total
PLAN 1830mm dia
1 —
15 mm 1200mm dia
125—{ I-.-1200mm dia-•+l T
f 305 J
MM as per —1 1 X11 i, C I �I C
OPS13-701.030 ' ' SECTION B—B \\
1501830mm dia---I TRANSITION SLAB
Transition slab SECTION A—A 10.0m max
or tapered TAPERED TRANSITION SLAB Note 1 PLAN
transition slab E 10.Om max
-—- 6 5-15M O 300nxn OC
Riser section S, Nate 1 each way 5-i 5M O 300mm OC 150 1500mm dia—�{ 150
E each way I
Riser section. D ' D ° r 1N
E E Monolithic bas
alternative $ r .I C a I $
Ciro
steel: 15M bent bar
1 I 315mm2/m every 3rd bar >
(� PLAN Total PLAN as shown L
Dose slob ( ( I 150 �-1500mm dia I_ 150 SECTION C—C
I �� 1830mrn dia --{
1500mm to 1200mm dia 1-------- wwF I RISER SECTION
$ 31Smteel 15M bent bar
N 315mm=/m 303 .;.,,- +- every 3rd bar
300 Total :. 7• as shown
O
NOTES: 2? T SECTION E—E
1 Precast transition slabs and SECTION D—D BASE SLAB
precast bases are available for >§.. MONOLITHIC BASE 10.Om max
depth of bury greater than 10m. 10.Om max Note 1
A All reinforcing steel shall have Note 1
25mm minimum cover. ONTARIO PROVINCIAL STANDARD DRAWING 1998 03 01 Rev 1 sT
8 St
ep s according to OPSD-405.010
and OPSD-405.020. PRECAST CONCRETE P
C All dimensions are nominal. _ — _ _ _ _ _ _ _ _ , S
D All dimensions are in millimetres MAINTENANCE HOLE COMPONENTS - - - - - - - - - - °��1t-
or metres unless otherwise shown. 1500mm DIAMETER OPSD — 701 .040
M M M M ift AM M M W; M Igo �Nlw I " N io W
—pavt Curb wit Cu u wit Grate reference elevation
gutter Pavt -Curb
g TO
r1 1 1 Frame to be Standard frame R--;--n
s rr�— n set to a full
450mm r1i_--T_--i5 mortar bed and grate _—
maximum to TO TO
first step
Typ
1
Note Adjustment units:
minimum of one, '
------------ maximum of three
• th ,r
11 Typ
300mm a'
TO r r Af
r
SECTION THROUGH SECTION THROUGH
TAPER TOP SECTION THROUGH CATCH BASIN
"T CAP
Maintenance hote step
Note 1 --------------- ----�
i
Adjustment units
Adjustment units for _ for catch basins
maintenance holes I Frame and grate, or cover with square
With round openings. ---_ --- openings.
Available In sections f -- — Available in
or continuous units I sections or
1 continuous units
1
Taper top Flat cap I
Catch basin
Riser section
NOTES:
1 If first step is in an adjustment unit, B All dimensions are in millimetres
the adjustment unit shall be of the or metres unless otherwise shown.
type manufactured with a step in place.
A Adjustment units shall not extend ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 Rev
beyond the outside edge of the
structure.
MAINTENANCE HOLE AND _ _ _ - _ - - _ _ - SP
CATCH BASIN PRECAST CONCRETE Date
ADJUSTMENT UNITS I OPSD -- 704.010
150mm
B I♦ overlap
-J•
• ALTERNATE STANDARD
HEIGHTS
A A A 1980mm
B 1830mm
WWF 2 C 1520mm
185mm /m,
each way
B
PLAN
830 830 .
115 600 115 115 600 115
o
L � 7
o a o ~
•�, W W
/ + 1a u
/ Knockout
v
Note 2 r.4 Note 2 1 ' 1
250 I r°
CL ( O D 1
O D -Z 1
O
0 Vi >
0. o
E Outlet hole 1
E WWF T
oE 85mm 2/m, " a o E Note 1
00 E w E
each way
E 1 1 300m
to V .� au Si
• o Typ
Cn
Granular
SECTION A--A bedding SECTION B—B
NOTES:
1 Outlet hole size 525mm diameter maximum, C Frame, grate and adjustment units shall
location as required. be installed according to OPSD-704.01 O
2 200mm diameter knockout to accommodate 0 Pipe support according to OPSD-708.0
subdrain. Knockout to be 60mm deep. E All dimensions are nominal.
A All reinforcing steel shall have 25mm F All dimensions are in millimetres
minimum cover. or metres unless otherwise shown.
B Granular backfill to be placed to
a minimum thickness of 300mm all
around the catch basin. 41
ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 Rev
PRECAST CONCRETE - - - - - - - - - - °SP
CATCH BASIN Date — — — — — _
600mm x 600mm, DEPTH - 4-Om MAX OPSD - 705.01
A
775mm ---�{
Grate
o reference
elevation
6
I ( SS
l 1 �•
L
>
( ( I
I L
I
> I i o 150 600
. 150
I Outlet hole E 1NWF E
�j E a
I Note 1 ( E 185mm 2�m, E E
150 ( ( 150 +°n each way
600 i to
( l 300mm . . . .,
}----------{ all sides
to
--..-.---
•
I Granular
bedding
A L► SECTION A—A
FRONT VIEW
NOTES: Opening Dimensions
MITI
1 Outlet hole size 525mm maximum diameter. location Grate o b
as required. TVD e one
A Where inlet is placed across ditch and 2:1 670 52
is accessible to vehicular traffic, grating 3:1 632 72
slope is to be 6:1 or flatter. 4:1 618 79
B All reinforcing steel shall have 25mm minimum cover. A 6:1 608 83
C Granular backfill to be placed to a minimum 8:1 605 85
thickness of 300mm all around the ditch inlet. 10:1 603 86
D Grating according to OPSD-403.010. HOR 600 87
E Pipe support according to OPSD-708.020.
F All dimensions are nominal.
G All dimensions are in millimetres or metres unless
otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 Rev
- - - - - - - - -
PRECAST CONCRETE °sP
DITCH INLET Date — — — — — _
600mm x 600mm, DEPTH 4.0m MAX OPSD - 705.030
A r+ s B r+
i 1350mm /� >> Grate
/ v S reference 77� 6
�y elevation I I
/ d o C. Grate
reference
150 150
1200 \ elevation
r--- —~t, 150 600 150 7
CL I l WWF . n WWF e
185mm2/m 185mm 2/m
o i ) l, each way E Outlet hole ( h each way
SSmm
TO 150 150 T
E l l �; Nte 1 600--I �' 1200 TO E �l a 150 150
1 I of �.. i'I l l•
30omm all I l : E v I
— e sides, Typ I o a
l_=:=—j --.-► 150 —+r `
T-r
:. ,. r . �' Outlet hole—/ 1 ,°o o t °
E
L':.=..._.—...:r•.: J TO
Granular Note 1 �_i
�-•— �:--—•—-s=,• --�' 150
A L+ bedding
FRONT VIEW SECTION A—A
� L
TYPE A --�---=-�__�
Granular
B L* bedding SECTION B—B
Opening m Dimensions FRONT VIEW
jy Gr to 1 a b TYPE B
Opening Dimensions
.26 Islopel
2:1 1670 52 mm
3:1 632 71 e a b c
8 Type fo e
4:1 1618 1 78 2:1 1 1341 66 1473
HOR 600 87 C 3:1 1265 104 1473
NOTES: 4:1 1 1237 118 1473
1 Outlet hole size 525mm max dia along narrow wall E Pipe support according to 6:1 1216 65 1346
and 1000mm along wide wall. OPSD-708.020. B 8:1 1210 68 1346
A Where inlet is placed across ditch and is accessible to F All dimensions are nominal. 10:1 1200 70 1346
vehicular traffic, grating slope is to be 6:1 or flatter. G All dimensions are in millimetres HoR 1200 73 1340
8 All reinforcing steel shall have or metres unless otherwise shown.
25mm minimum cover. ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15
C Granular backfill to be placed to Rev
a minimum thickness of 3OOmm QS}�
all around the ditch inlet. PRECAST CONCRETE DITCH INLETS - - - - - - - - - -
D Grating according to Date — — _ — _ _
OPSD-403.010. 600mm x 1200mm, DEPTH 4.Om MAX
OPSD -- 70!5
Catch basin connection
22.5'or 45'
Pipe bend
1
/ Granular bedding
Undisturbed ground
C /
/ a 1 00m min
Sewer main / Concrete bedding
/ Min width 600mm
l
• Tee
i . Note 1
45'
max
Construction line
s
150mm min
RISER DETAIL Catch basin connection
22.5'pipe
bend
Tee
1 _
Note 1 1
Sewer main
45• Al OTES:
max ,/ 1 For sewers smaller than 450mm dia
connections must be made using approved
Bedding As factory made tees. For all other sizes,
specified factory factory made tees or approved
�. saddles may be used.
A Concrete to be 20MPa at M days.
B All dimensions are in millimetres or metres
unless otherwise shown.
CONNECTION WITHOUT RISER
ONTARIO PROVINCIAL STANDARD DRAWING Date 1992 12 15 Rev 2
CATCH BASIN CONNECTION _ Date_ — — — — — —
RIGID PIPE SEWER OPSD - 708.01
r � � r• � � � lam' r� � i� gas iii � iiiiilly � � � �
CONCRETE CRADLE FLEXIBLE, WATERTIGHT CONNECTOR FLEXIBLE JOINT
RIGID PIPE RIGID AND FLEXIBLE PIPE RIGID AND FLEXIBLE PIPE
r,','
o
E
p • E —�{ 00mm min
For installation of these connectors Flexible joint to be
placed within 300mm
refer to manufacturer's instructions, of wall of structure
A full length of pipe may be used j
�_1:1_.'_.�✓� in conjunction with a flexible,
I
PLAN watertight connector.
300mm min Catch basin or
maintenance hole
L_
Granular backfill
-yam
Granular backfill ,� i Granular bedding—�"�—"�"—"�"J`�
ELEVATION
I
x x z x z•x P x x
300mm min
o e 1 Granular bedding
ELEVATION
NOTES: ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 Rev
1 Pipe to be supported with minimum
joint.Ia concrete to the first pipe SUPPORT FOR PIPE AT CATCH — — - - - - - - - - SP
A All dimensions are in millimetres Date _ _ — — — _
or metres unless otherwise shown. BASIN OR MAINTENANCE HOLE OPSD -- 7080020
Illlll� � � � '� � iir � `� ilia � � <♦ � � I� � Ili �
PIPE IN SUPPORTED PIPE IN UNSUPPORTED PIPE IN SUPPORTED
EXCAVATION EXCAVATION EXCAVATION
D
Note 3, Typ Subgrade 2
Support system Q1 1
Typ
Backfill material. Clearance,
• For culvert frost treatment 1 • see table, Typ
• 300mm min. •• '� Note 2 1.5
Typ
+' Clearance, '
see table 300mm min D
m
,` 150
B Ex
v o0
' D o E
N
E TYPE 1 OR 2 TYPE 3
SOIL SOIL o
150 '. 2
0.50 Bedding grade Note 1
Note 1
PIPE IN SUPPORTED PIPE IN UNSUPPORTED
LEGEND: EXCAVATION EXCAVATION
D — Inside diameter Subgrade
2
NOTES: 1
•• 3
1 The pipe bed shall be shaped to receive the bottom of the pipe. ••.r o :'
• : aackfill material.
2 Pipe culvert frost treatment according to OPSD-803.030 and 803.031. `
•, ' For culvert frost treatment
3 Condition of trench is symmetrical about centreline of pipe. 2
A Granular material placed under the haunches must be compacted 150, Bedding grade CLEARANCE TABLE
prior to continued placement and compaction of embedment material. 2 Pipe
B Embedment material shall be homogeneous granular material, and o.5 0 TYPE 4 Clearance
9 9 Note 1 SOIL Inside Diameter mm
shall be placed and compacted uniformly. around the pipe. mm
C Soil types as defined in the Health & Safety Act and 900 or less 300
Regulations for Construction Projects. Over 900 500
D Protection against heavy ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 1 Rev
construction equipment according
to OPSD-808.010. FLEXIBLE PIPE _ _ – – – – – – – – SP
E or dimensions metres unless otherwise shown. EMBEDMENT AND 6ACKFILL Date ---_ _ _ _ _
-EARTH EXCAVATION OPSD — 802.010
PIPE IN SUPPORTED PIPE IN UNSUPPORTED PIPE IN UNSUPPORTED PIPE IN SUPPORTED
EXCAVATION EXCAVATION EXCAVATION EXCAVATION
Note 4 O0 Subgrade OD
TO 2 2
OOmm min, Typ
aSupport system Backfill material. '1 ' Clearance,
TO For culvert frost treatmen 1.5 . see table
• , 1.5 TYP
Note 3
0 0 Cover material D 0.1500
300mm min, Typ
Compacted granular—
bedding material
Note 1 Bedding grade 00
Typ 2
2 0.500
0.600
N Note 2
Note 2
CLASS B — BEDDING CLASS C — BEDDING
NOTES:
1 The minimum bedding depth below the pipe shall be 0.150. CLEARANCE TABLE
In no case shall this dimension be less than 150mm or LEGEND: pipe
greater than 300mm. 0 — Inside diameter Inside Diameter Clearance
2 The pipe bed shall be shaped to receive the bottom of the pipe. OD — Outside diameter mm mm
3 Pipe culvert frost treatment according to OPSD-803.030 and 803.031. 900 or less 300
4 Condition of trench is symmetrical about centreline of pipe. Over 900 Soo
A Soil types as defined in the Health & Safety Act and
Regulations for Construction Projects.
B Protection against heavy
construction equipment according ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 Rev
to OPSD—$08.010. RIGID PIPE BEDDING O P
C All dimensions are in millimetres # — — — — — — — — — — S
or metres unless otherwise shown. COVER AND BACKFILL Date - - - - - -
TYPE 3 SOIL — EARTH EXCAVATION EOP:SD — 802.031
�—O.D. + 600
(MIN. 900) —�
°o SAND BACKFILL COMPACTED O.D. + 600—
'� TO 98% PROCTOR DENSITY (MIN. 900) 1
••r/; �,,a ;�;�•d•a PLAIN OR REINFORCED
X41 CONCRETE MIN. 15 MPa
a�.! • A?.�
' •a OQ,
DRY TRENCH 41 ' p
19 mm CRUSHER RUN —�
LIMESTONE COMPACTED •.�tea', 0 .� info
00 TO 98 R PROCTOR a 00
DENSITY A-4
100 WET TRENCH ,�:'•,•:.as': � , ,Z:' 100 OF
CRUSHEDN CLEAR
CONCRETE ARCH STONE CONCRETE CRADLE
CLASS A
' REINFORCED As = 1.0% Lf- 4.8
REINFORCED As — 0.4% Lf— 3.4
PLAIN Lf— 2.8
' O.D. + 600 O.D. + 600—+�
(MIN. 900) (MIN. 900) I
$ L ?' SAND BACKFILL COMPACTED
M -•,. = TO 98% PROCTOR DENSITY
`+' { SAND BEDDING AND COVER r
COMPACTED IN 150 mm LAYERS
TO 98% PROCTOR DENSITY
DRY TRENCH
19 mm CRUSHER RUN
00 LIMESTONE COMPACTED _
TO 98 R PROCTOR
100 DENSITY 100
T— WET TRENCH
AMU CRUSHED BLEND EA CLASS D
CRUSHED Cl£AR
' CONCRETE AND C.P.P. PIPE STONE DUCTILE IRON PIPE
Lf _ 1.9
'
O.D.- OUTSIDE DIAMETER OF PIPE
Lf - LOAD FACTOR
O.D. + 600 A$ = AREA OF STEEL
(MIN. 900)
�Illj NOTES:
.'::•:-.. SAND BACKFILL COMPACTED
TO 98R PROCTOR DENSITY 1. BEDDING MATERIALS SHALL BE FULLY EXTENDED
AND COMPACTED AGAINST TRENCH WALLS.
BEDDING MATERIALS SHALL BE PLACED AND
COMPACTED IN 150 mm LAYERS.
2. NO MECHANICAL COMPACTION EQUIPMENT SHALL
o Op• DRY TRENCH BE USED ON TOP OF PIPE PRIOR TO PLACING
19 mm CRUSHER RUN A MINIMUM OF 300 mm COVER.
LIMESTONE COMPACTED
TO 98 R PROCTOR 3. PIPE SHALL BE BEDDED TO PROPOSED LINE
DENSITY AND GRADE WITH UNIFORM AND CONTINUOUS
1 WET TRENCH SUPPORT FROM BEDDING. BLOCKING WITH ANY
150 HL8 BLEND OF THEE PIPEJTO GRIAOL NOT BE USED TO BRING
T CRUSHED CLEAR
' T
CLASS -E STONE 4. FILTER FABRIC SHALL BE USED IF GROUND
WATER TABLE IS ABOVE THE TRENCH BED OR
P.V.C. AND V.C. PIPE IF THROUGH THE EMBEDMENT ZOGNE. TRENCH
' ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: SANITARY STORM AND REVISION NO.: 4
WATER MAIN AND SERVICE) DAIS: 1998 03 03
APPROVED:
DATE: 1976 0310 TRENCH BEDDING DETAIL S-401
1 •
f—WATERMAIN
I ( GLAND RING 19 mm CURB STOP k DRAIN
I I
—- 100 mm TO 300 mm 19 mm COPPER 19 mm COPPER
I 1 WATER SERVICE
1
I I
I I
I I I II
Soo---�
GATE VALVE '
I I WATERMAIN
I 1 ----- — 50 TO 19 mm
REDUCER
PLAN BLUE PAINTED
LOCATION STAKE
CRIMP '2 on
i SERVICE BOX TOP SECTION
VALVE 80X ,
°o
2i '
19 mm COPPER
z
19 mm DRAINING CURB ST
100 mm TO 300 mm
WATER SERVICE
CAP
19 mm COPPER
qu RESTRAINED / t
19 mm MAINST /
WATERMAIN GATE VALVE
19 mm CLEAR CRUSHED STONE
5.4 ZINC '50 mm x 150 mm X 300 mm
ANODE CEDAR BLOCK
50 mm TO 19 mm
REDUCER
WATERMAIN
ELEVATION
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 1
APPROVED: 19 mm BLOWOFF FOR 100 mm DATE: 1995 02
DATE:
TO 300 mm WATER SERVICE STUBS S_406
1993 11
TIMBER OR STEEL BEAM
WIDTH OF TRENCH IF OF ADEQUATE SIZE
GROUND
ELEVATION
e'
4 'w TEMPORARY
GERS DO NOT REMOVE
HANGERS UNTIL
BACKFILLING
--roL- J OPERATIONS REACH
II THIS POINT
......
GRANULAR R c C
EXISTING SEWER +
OR WATERMAN
z
HL8 BLEND CRUSHED
W CLEAR LIMESTONE
COMPACTED
' �W r� a. i +`4 a�.v'
PROGTOR DENSITY TO 95X
in
0.0.+600+H
CONCRETE SLAB
s 7�
MOM 15 MPa AT 28 DAYS
----------
NEW SEWER OR
WATERMAIN
yaw
SECTION LONGITUDINAL SECTION
CLEAkAHCE GREATER THAN 1200
WIDTH OF TRENCH TIMBER OR STEEL BEAM
OF ADEQUATE SIZE
GROUND ELEVATION
TEMPORARY HANGERS- DO NOT REMOVE
' — HANGERS UNTIL
t-O'D 6 BACKFILLING
GRANULAR C OPERATIONS REACH
THIS POINT
EXISTING SEWER
OR WATERMAIN
0
HLB BLEND CRUSH
z z CLEAR LIMESTONE
W COMPACTED TO 95X
PROCTOR DENSITY
' J� O.D.+600+H
r
NEW SEWER OR
' + WATERMAIN
L
SECTION LONGITUDINAL SECTION
CLEARANCE NOT GREATER THAN 120
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 4
APPROVED: SUPPORTS FOR WATERMAIN, AND SEWERS DATE:- ign 02 09
DATE. CROSSING TRENCHES S-407
1983 04 19 1
SOLID STEEL SLIDE TYPE
OR FIBERPLAS
EXTENSION
STEM
FINISHED GRADE FINISHED GRADE
n d
135 mm SLIDE TYPE '
�—VALVE BOX do COVER
oZ(V
N r0
IRON.CENTRE EXTENSION c W
(AS REOUIRED)
50 mm OPERATING NUT '
OPEN TO LEFT
GUIDE PLATE
EXTENSION STEM TO BE NON—RISING STEM '
FASTENED TO OPERATING
NUT WITH 2 SET SCREWS
� RESILIENT SEAT
MECHANICAL JOINT / \
WATERMAIN GATE VALVE \
/� \\ A.W.W.A. C-509 / \
1
1
GLAND RING i ••[ 1
./ �•• -•Y' GASKET I �'•; '
19 mm CRUSH SOLID CONCRETE BLOCK L_O.D.--�i RUN LIMESTONE 150 mm z 150 mm z 300 mm
NOTES• ,
1. VALVE BOX TO BE ADEQUATELY BRACED WHILE BACKFTLLING
AND MUST REMAIN PLUMB
2. VALVE BOX EXTENSION TO BE USED ONLY IF REQUIRED.
3. REFER TO SCHEDULE 'C' OF STANDARD WATERMAIN
SPECIFICATIONS FOR PLACEMENT OF MARKER STAKES.
4. VALVE TO BE COMPLETELY BACKFILLED WITH 19 mm
CRUSHER RUN LIMESTONE.
5. WHEN THE DEPTH OF THE OPERATING NUT IS GREATER
THAN 2.0 m BELOW FINISHED GRADE AN EXTENSION
STEM IS REQUIRED. '
6. ALL INUNE VALVES INSTALLED ON PVC WATERMAIN TO BE
RESTRAINED AS PER S-430, UNLESS OTHERWISE NOTED.
7. IF VALVE BOX IS LOCATED IN A GRAVEL AREA.
A 1.Om x 1.Om ASHPHALT COLLAR IS REQUIRED.
ALL DIMENSIONS IN MILLIMETERS EXCEPT WERE NOTED. '
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 12
APPROVED:
100 mm TO 400 mm GATE VALVE DATE 1999 02 09
DATE: 1991 11 15 AND VALVE BOX S-4081
CL HYDRANT
Q I
e 0 i
00 0 I in
tn n
Z
� FINISHED GRADE
Go
1 '
0
� z
1
ADJUSTABLE VALVE BOX TO BE SET
All
FLUSH WITH FINISHED GRADE
BEDDING do BACKFILL AS
SPECIFIED ON CONTRACT DWGS
'S
THRUST CONCRETE B�K MIN 600 CONCRETE
THRUST BLOCK
AS PER 5— 50 mm GATE VALVE 40 1
5 WATERMAIN AS PER S-404
i
0.20 mm POLYETHYLENE 150 mm WATERMAIN ANCHOR TEE
BONG BREAKER TYP.
SOLID CONCRETE BLOCK 0.20 mm POLYETHYLENE
CONCRETE BLOCK 300 mm x 200 mm x 200 mm BOND BREAKER TYP.
1 300 mm x 200 mm x 200 mm
NOTE
1. THRUST BLOCKS TO BE 20 MPo CONCRETE
i 2. DRAIN HOLES TO BE PLUGGED
3. HYDRANT EXTENSIONS TO BE INSTALLED AT BOTTOM OF BARREL
4. ANCHOR TEE. VALVE do HYDRANT TO BE COMPLETELY BACKFILLEO
WITH 19 mm CRUSHER RUN LIMESTONE WHEN USING CLASS 'F" BEDDING
5. WATERMAIN TRACER WIRE TO BE INSTALLED IN VALVE BOX
AS PER STANDARD DRAWING S-425
6. IF HYDRANT REQUIRES ACCESS ACROSS DITCH. INSTALLATION
' MUST BE IN ACCORDANCE WITH STANDARD DRAWING S-428
1 ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 10
HYDRANT ASSEMBLY WITH CONCRETE DATE: 1998 03 03
i APPROVED: THRUST BLOCKS
DATE 1978 03 10 (OTHER THAN P.V.C. WATERMAIN) S-4 0
i
REFER TO S-445 FOR
FINISHED GRADE CURB STOP LOCATIONS
K NISHED ROAD GRADE
ROD
SERVICE BOX : ECLIPSE PATTERN NO. 9
z CURB STOP
COPPER TO COPPER COUPLING
TO BE USED WHERE REQUIRED.
TRACER WIRES CONNECTED BRASS SERVICE GROUND CLAMP
TOGETHER USEING A SPLIT NNOOTEE7)RE CONNECTOR
BOLT / 10 CONNECTOR.
COPPER SERVICE PIPE CRIMP
TYPE 'K' OF PIPE.
9.
�_150-�-I
5.4 k9 ZINC AND 50 mm x 150 mm x 300 mm
CEDAR BLOCK PLACED
NON-FERROUS ON UNDISTURBED GROUND
WATERMAIN
BRASS SERVICE GROUND CLAMP
C/W TRACER WIRE CONNECTOR
14.5 k9 AND' TRACER WIRE COATED 7 STRAND,
12 GAUGE TW75. 7WU75 OR RW 90 XLPE
WIRE RATED AT MINUS 40'C.
CORPORATION MAIN STOP (WITH APPROVED SADDLE) '
1. FOR CONNECTIONS LARGER THAN 25 mm. REFER TO ,
THE REGIONAL MUNICIPALITY OF DURHAM FOR THEIR
REQUIREMENTS FOR FITTINGS.
2. ALL MATERIALS TO BE SUPPLIED BY THE CONTRACTOR.
3. THE WATER CONNECTION SHALL BE LAID FROM THE MAIN TO
1500 mm BEYOND THE PROPERTY LINE. IN NEW SUBDIVISIONS ONLY.
4. HORIZONTAL GOOSE NECK TO BE USED WHEN COVER LESS
THAN 1700 mm.
5. WATERMAIN TO BE TAPPED UNDER-PRESSURE.
6. SERVICE GROUND CLAMPS AND SPLIT BOLT SHALL BE
WRAPPED WITH ELECTRICAL PUTTY. '
7. ANODE TO BE PLACED AT LEAST 1.0 m AWAY FROM THE SERVICE
AND AS DEEP AS THE BOTTOM OF THE SERVICE.
8. ANODE SHALL BE LOCATED BETWEEN THE MAIN STOP
AND CURB STOP.
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOT'
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: LAYOUT OF PIPE AND FITTINGS FOR �oH NO.: 03
APPROVED. 19 mm AND 25 mm COPPER WATER
DATE: 1976 0310 1 SERVICE ON NON - FERROUS WM S-41411
fE HYDRANT
ATTACH TRACE WIRE
t,I
UP THROUGH SPLIT
RING AND FASTEN
F
z
FINISHED GRADE
� I
I �
WRAP TRACER WIRE ( TRACER WIRE COATED i ADJUSTABLE VALVE BOX TO BE SET
ONCE AROUND 7 STRAND 12 GAUGE FLUSH WITH FINISHED GRADE
HYDRANT BARREL i TW7S, TWU7S OR
RW 90 XLPE WIRE
RATED AT MINUS 40'C I
o ,
I
� � ITRACER WIRES CONNECTED TOGETHER
19 mm CRUSHER RUN I USING A SPLIT BOLT # 10 CONNECTOR
LIMESTONE COMPACTED I SPLIT BOLT SHALL BE WRAPPED IN
TO 98X PROCTOR ELECTRICAL PUTTY
DENSITY MAX
600
600
6 150 mm GATE VALVE
150 mm D.L
z Q OR P.V.C. WM.
z
z I
MIN 600
BOND BREAKER JOINTS TO BE MECHANICALLY RESTRAINED
AS PER S-430 AND S-432 ANCHOR TEE 19 mm CRUSHER RUN
BOND BREAKER LIMESTONE COMPACTED
CONCRETE BLOCK TO 98X PROCTOR
300 mm x 200 mm x 200 mm CONCRETE BLOCK DENSITY
NOTE:
' 1. TRACER WIRE COATED, 7 STRAND. 12 GAUGE TW75, TWU75 OR
RW 90 XLPE WIRE RATED AT MINUS 40"C-
2. TRACER WIRE TO BE INSTALLED AT ALL HYDRANT LOCATIONS.
ALL ChMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
' CHECKED: REVISION NO.: 1
APPROVED:
TRACER WIRE ARRANGEMENT AT DATE: 2000 03
DATE:
1998 D3 D3 HYDRANTS FOR WATERMAIN PIPE IS-423
13 mm ROUND HOLE
WITH GROMMET
NOTES:
e
1. TRACER WIRE COATED, 7 STRAND, '
12 GUAGE TW75, TWU75 OR
RW90XLPE WARE RATED AT MINUS
40'C.
2. TRACER WIRE TO BE INSTALLED
OUTSIDE VALVE BOX AND BROUGHT '
INTO UPPER SECTION THROUGH 13 mm
ROUND HOLE AND LOOPED AT TOP.
LOOP TO BE MIN. 450 mm IN LENGTH.
3. TRACER WIRE TO BE INSTALLED IN ,
ALL MAIN LINE VALVE BOXES.
VALVE BOX AS
PER S-408
r
VALVE
TRACER WIRE CONNECTED TRACER WIRE '
TOGETHER USING A SPLIT
BOLT / 10 CONNECTOR. m WATERMAIN
SPLIT BOLT SHALL BE
WRAPPED IN ELECTRICAL '
PUTTY. LLJ
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED. ,
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 10
TRACER WIRE ARRANGEMENT AT DATE: 1998 03 03
APPROVED: VALVE BOX FOR P.V.C. OR C.P.P. W.M. S-425-
DATE: 1979 08 15 (MAIN LINE VALVES ONLY)
VALVE TO BE LOCKED AND
OPERATED BY REGIONAL
PROPOSED PERSONNEL ONLY
P.V.C. WATERMAIN EXISTING DUCTILE IRON
' OR P.V.C. WATERMAIN
MIN. 600 �0 MIN. 600
19 mm MAIN STOP TO BE
' REMOVED AND REPLACED 3
WITH A 19 mm BRASS PLUG
AFTER TESTING HAS BEEN
COMPLETED 19 mm TYPE 'K"
COPPER
COPPER COMPRESSION
JOINT TO MALE I.P.T.
FLOW COUPLING
19 mm BACKFLOW PREVENTER
' 19 mm CORPORATION SERVICE TEE
19 mm CURB STOP MAY BE
OPERATED BY THE CONTRACTOR
NOTE
1 TRENCH TO BE LEFT OPEN AND FENCED IN
ACCORDANCE WITH SAFETY REGULATIONS
' 2. INSULATION OF WATERMAIN BY-PASS REQUIRED
DURING FREEZING CONDITIONS
' ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 3
DATE: 1999 02 09
' APPROVED: 19 mm TEST POINT BY-PASS
DATE: 19112 03 19 1 IS-4291
SERRATED SPUT FLANGE
O 0 _
0 0
O PV ICNPIPE SERRATIONS
O 0 ' DUAL SEAL '
GASKET
0 0 ■
FLANGE JOINT
RESTRAINER
UNI-FLANGE SERIES 900 UNI-FLANGE SERIES 1300
RESTRAINER OR APPROVED NOTE:
ANY CONNECTION TO OTHER
EQUIVALENT FLANGED PIPE REQUIRES AN
ADDITIONAL RESTRAINER TO
100 mm TO 300 mm THE P.V.C. PIPE.
SERRATED SPUT O SERRATED SPLIT
CLAMPING RING CLAMPING RING
T-BOLTS
�Q PVC PIPE
i
GASKET
O MECHANICAL JOINT
UNI-FLANGE SERIES 1300
RESTRAINER OR APPROVED
EQUIVALENT
100 mm TO 400 mm
SERRATED SPLIT
CLAMPING RINGS
NOTES THREADED ROD
1. ALL BOLTS AND NUTS SHALL BE
CORE-TEN STEEL OR EQUIVALENT.
2. REFER TO STANDARD DWG. S-431
FOR LENGTH OF JOINTS TO BE
RESTRAINED.
3. ONE 5.4kg ZINC ANODE IS TO BE PVC PIPE
INSTALLED ON EACH RESTRAINER.
4. ANODE WIRE TO BE FASTENED TO BELL JOINT
RESTRAINER WITH THERMITE WELD.
5. ALL THERMITE WELD CONNECTIONS
TO BE TED WITH 'ROYBOND 747"
PRIM ACOANO ROYSTON `'HANDY CAP' -UNI-FL--ANGE SERIES 1350
MI APPROVED EQUAL RESTRAINER OR APPROVED
6. MINIMUM HORIZONTAL DISTANCE
BETWEEN ANODES 1.0 m. EQUIVALENT
100 mm TO 400 mm
ALL DIMENSIONS IN MIL.UMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 5
APPROVED:
RESTRAINED JOINT DETAIL DATE: 1995 04
DATE: FOR P.V.C. PIPE S-4 3 0
1982 05 31
P tp9�� lg9�E RESTRAINED JOINT SEE
5-430 FOR DETAIL.
19 mm CRUSHER RUN MIN. 300
• ` LIMESTONE COMPACTED '
x TO 98 R OF PROCTOR
/ DENSITY. _J_ a. ••
7
i 5
SECTION A-A
f2
■ HORIZONTAL DEFLECTION
■ C
SFE,l� SEE
CF 2 B ABLE SF
' RESTRAINED JOINT SEE 199
S-430 FOR DETAIL <• '.
• +�, r
�• TRENCH BED
l SFF TRENCH BED SF
�<F ABLE 1 F rg64
B� 2
' TRENCH H WIDTH TRENCH
19 mm CRUSHER RUN 150 19 mm CRUSHER RUN
LIMESTONE COMPACTED 300
LIMESTONE COMPACTED T- MIN.
TO 98 X OF
TO 98 x OF PROCTOR ,._ o-".. .J O1D PROCTOR DENSITY ,.�.
• y O.D.
DENSITY 150
_T CLEAR STONE FOUNDATION
AS REQUIRED SEE NOTE No. 5
SECTION B-B SECTION C-C
' DOWNWARD THRUST VERTICAL DEFLECTION UPWARD THRUST
TABLE NO. 1
MINIMUM DIMENSION FOR
GRANULAR THRUST BLOCKS
NOTE DEFL. PIPE DIAMETER
ANGLE 100&150 200 300 400
1. ALL JOINTS ENCOUNTERED WITHIN THE SPECIFIED 11.25 400 500 600 700
RESTRAINING LENGTH 'L SHALL BE RESTRAINED
ON EACH SIDE OF THE FITTING. 225 400 500 600 700
2. REFER TO STANDARD DWG. S-430 FOR JOINT
RESTRAINING DETAIL. 45 450 550 650 750
3. GRANULAR THRUST BLOCKS SHALL BE FULLY
EXTENDED AND COMPACTED AGAINST TRENCH WALLS. 90• 600 700 850 950
4. GRANULAR THRUST BLOCKS SHALL BE ENCLOSED
WITH FILTER FABRIC IF GROUND WATER TABLE TABLE NO. 2
IS ABOVE THE TRENCH BED OR IF GROUND WATER
IS SEEPING THROUGH TRENCH WALLS 'L' MINIMUM RESTRAINING LENGTH (m) 0 MUDE
5. IF THE BEARING CAPACITY OF TRENCH BED VERTICAL DEFLECTION HORIZONTAL
RESISTING DOWNWARD THRUST IS LESS THAN PIPE DEFLECTION
100 KN/m2. CLEAR STONE FOUNDATION SHALL DW DOWNWARD THRUST UPWARD THRUST
BE PROVIDED AS DIRECTED BY THE ENGINEER.
6. WHEN FITTINGS.ARE PARTIALLY OR FULLY EXPOSED (mm) 11.25: 22.5' .45 11.25 22.5' 45 11.25 22.5 45 90'
UNDER PRESSURE. ALL JOINTS MUST BE RESTRAINED. 100&150 1.5 2.8 4.9 4.9 7.5 10.1 1.5 2.8 4.9 8.1
7. ALL PIPE AND FITTING JOINTS SHALL BE RESTRAINED
IN EARTH FILL APPLICATIONS. 200 - 2.0 3.7 6.3 6.3 9.6 13.1 2.0 3.7 6.3 10.5
8. ALL FERROUS FITTINGS AND RESTRAINERS TO BE
CATHODICALLY PROTECTED AS PER S-438. 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 DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 2
JOINT RESTRAINING LENGTH
FOR P.V.C. PIPE DATE: 1995 02
APPROVED:
DATE: 1991 11 15 (IN COMBINATION WITH GRANULAR THRUST BLOCK) S-431
it HYDRANT
,
ATTACH TRACE WIRE
FF I UP THROUGH SPLIT
RING AND FASTEN
m g
'n I a
n
I z
11_ � FINISHED GRADE '
I I
WRAP TRACER WIRE , ADJUSTABLE VALVE BOX TO BE SET
ONCE AROUND I FLUSH WITH FINISHED GRADE
HYDRANT BARREL
,
� I
m
1
5 TRACER _
19 mm CRUSHER RUN USING A SPLIT BOLT III 1DD ENE L LIMESTONE COMPACTED SPLIT BOLT SHALL BE WRAPIN
TO 98% PROCTOR ( ELECTRICAL PUTTY
MAX DENSITY , I --&600 600 150 mm GATE VALVE �
150 mm D.I. z o
z OR P.V.C. WM. z��
z zg
�M
i.
M 1
IN 600
z
BOND BREAKER JOINTS TO BE MECHANICALLY RESTRAINED !!
REFER TO NOTE i FOR METHOD OF ANCHOR TEE 19 mm CRUSHER R
RESTRAINING JOINTS LIMESTONE COMPACTED
CONCRETE BLOCK BOND BREAKER TO 98X PROCTOR
300 mm x 200 mm x 200 mm CONCRETE BLOCK DENSITY ,
NOTE:
1. WHEN PVC WM IS INSTALLED, JOINTS ARE TO BE RESTRAINED
AS PER DWGS. S-430 AND S-433.
WHEN DI WM IS INSTALLED, JOINTS ARE TO BE RESTRAINED USING
RETAINER GLANDS AS PER DWG. S-417.
2. REFER TO BEDDING DETAIL S-401.
3. HYDRANT DRAIN HOLES TO BE PLUGGED.
4. HYDRANT EXTENSIONS TO BE INSTALLED AT BOTTOM OF BARREL.
5. ANCHOR TEE, VALVE & HYDRANT TO BE COMPLETELY BACKFILLED
WITH 19 mm CRUSHER RUN LIMESTONE.
6. WATERMAIN TRACER WIRE TO BE INSTALLED IN VALVE BOX AS PER
STANDARD DRAWING S-425.
7. IF HYDRANT REQUIRES ACCESS ACROSS DITCH, INSTALLATION MUST '
BE IN ACCORDANCE WITH STANDARD DRAWING S-428.
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NO`.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 8
APPROVED. HYDRANT ASSEMBLY WITH DATE: 2000 03
MECHANICALLY RESTRAINED JOINTS s-4 3
DATE- 1982 05 31
GRANULAR THRUST BLOCK
L MAX 19 mm CRUSHER RUN L
600 LIMESTONE COMPACTED TO .
• 98 X PROCTOR DENSITY.
300
MECHANICAL JOINT CAP •'
3 FL O.D.
W • g CC u 11
■a=_vreeaar(a w t'. 300
a11.ri
RESTRAINED "' UNDISTURBED GROUND ELEVATION
JOINT +1150 *-m A"
PLAN DEAD ENDS
IE TRENCH WIDTH L
Vs
O' GRANULAR THRUST BLOCK :.' • :•• •' •' 300
19 mm CRUSHER RUN
L + "� LIMESTONE COMPACTED TO
98 X PROCTOR DENSITY. 0.0.
0
_ O .
z
' • UNDISTURBED ELEVATION
�': ,�•. 'Z GROUND
RESTRYOINT
RESTRAINED TEE
WHERE PIPE IS TWO SIZES LARGER OR
MORE TO REDUCED PIPE.
i.e. 300 0 TO 150 r
TRENCH WIDTH 200 0 TO 100 r
' PLAN RESTRAINED REDUCER
TRENCH WIDTH
L
l►
L. ' • GRANULAR THRUST BLOCK •.• :.. .•. �; .
60Q : 19 mm CRUSHER RUN '.': 300
c ,• LIMESTONE COMPACTED TO y " f
98 X PROCTOR DENSITY.
_ O.D.
MIN
AV 150 �� ' 300
� ..: �
�• "-��---UNDISTURBED GROUND
. . . E' .r
ELEVATION
RESIRNNIEEDD
O
TRENCH WIDTH _
NOTES; PLAN PLUGGED CROSS
1.ALL JOINTS ENCOUNTERED WITHIN THE SPECIFIED 4.GRANULAR THRUST BLOCKS SHALL BE ENCLOSED WITH RESTRAINING
MIN. RES
`L" TRA TRA
RESTRAINING LENGTH (L) SHALL BE RESTRAINED FROM FILTER FABRIC IF GROUND WATER TABLE IS ABOVE THE PIPE OIA. LENGTH
THE FIRST JOINT ON FITTING. TRENCH BED OR IF GROUND WATER IS SEEPING
2.REFER TO STANDARD DWG. S-430 FOR JOINT THROUGH TRENCH WALLS. 100&150 15.2
RESTRAINING DETAIL AND TYPE. 5•WHEN FITTINGS ARE PARTIALLY OR FULLY EXPOSED
' 3.GRANULAR THRUST BLOCKS SHALL BE FULLY EXTENDED UNDER PRESSURE. ALL JOINTS MUST BE RESTRAINED. 200 19.6
AND COMPACTED AGAINST TRENCH WALLS. IF TRENCH 6 ALL PIPE AND FITTING JOINTS SWILL BE RESTRAINED
WALL ARE SATURATED OR DISTURBED. SPECIAL DESIGN IN EARTH FILL APPLICATIONS.
DETAILS OF THRUST RESTRAINT SHALL BE PROVIDED 8Y 7-AL.L FERROUS FITTINGS AND RESTRAINERS TO BE 300 27.7
THE ENGINEER FOR REVIEW BY THE REGION. CATHODICA TO O PROTECTED AS PER S-438.8•ALL SIDES BE RESTRAINED FOR IN N LINE TEES. 400 36.3
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: THRUST BLOCK FOR P.V.C. WATERMAINS DATE. 999 02 09
' APPROVED: FOR HYDRANT RUNOUTS, TEES
DATE: 1991 11 15 AND DEAD ENDS S-433
1
SERVICE CONNECTOR (SEE NOTE 3)
MASTIC MATERIAL (SEE NOTE 4) '
A TRACER WIRE (SEE NOTE 1)
PVC OR CPP
WATERMAIN
5.4 kq ZINC ANODE A ,
(SEE NOTE 2)
ELEVATION
SERVICE CONNECTOR (SEE NOTE 3)
MASTIC MATERIAL (SEE NOTE 4)
TRACER WIRE (SEE NOTE 1)
COATED COPPER WIRE
PVC OR CPP
WATERMAIN
5.4 kg ZINC ANODE
(SEE NOTE 2)
1000 Z
MIN.
0
0
SECTION A-A
N T
1. TRACER WIRE TO BE COATED 7 STRAND, 12 GUAGE TW75, TWU75
OR RW90XLPE WIRE RATED AT MINUS 4TC.
2. 5.4 kg ZINC ANODE TO BE SUPPLIED AND INSTALLED IN A MANNER
APPROVED BY THE REGION FOR EVERY 1000 m OF TRACER WIRE
-JNSTALLED.
3. SERVICE CONNECTOR TO BE A'BURNOY SERVCY TYPE K.S. MODEL
KS20 COPPER OR APPROVED EQUAL.
4. CONNECTOR SPLICE TO BE WRAPPED WITH 'SCOTCH FILL"
ELECTRICAL PUTTY OR APPROVED EQUAL.
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 4
APPROVED: CATHODIC PROTECTION FOR TRACER DATE: /!'911115
WIRES ON PVC OR CPP WATERMAINS S-435
DATE: 1981 04 Oi
A
r
TE HYDRANT HYDRANT
ATTACH WIRE
UP THROUGH GHHSPLIT
IRING AND FASTEN
I I
FINISHED GRADE rt VALVE
i
' I WRAP TRACER WIRE I
ONCE AROUND I
IHYDRANT BARREL I
I
TRACER WIRES CONNECTED TOGETHER
I SPLIT BOLT III 10 CONNECTOR
SPLIT BOLT SHALL BE WRAPPED
ELECTRICAL PUTTY
I
ITHERMITE WELD (CADWELD)
1000 mm (SEE NOTE 4) ( BONDING CABLE
I (SEE NOTE 4 do 5)
MIN. �
' 150 mm GATE VALVE WATERMAIN
I150 mm WATERMAIN ANCHOR TEE
5.4
kg ZINC ANODE 5.4 kq ZINC ANODE
SECTION A-A ELEVATION
A
NOTES;
1. ANODE TO BE PLACED AT LEAST 1.0 m AWAY FROM THE FITTINGS 4. ALL THERMITE WELD CONNECTIONS TO BE COATED WITH 'ROYBOND
AND AS DEEP AS THE BOTTOM OF THE FITTINGS MINIMUM 747' PRIMER AND'ROYSTON 'HANDY CAP' OR APPROVED EQUAL.
DISTANCE BETWEEN ANODES TO BE 1.0 m.
5. BONDING CABLE TO BE NO. 6, SEVEN STRAND COATED COPPER
2. ALL FITTINGS TO BE COATED WITH BITUMINOUS SEALER ON SITE. WIRE, CADWELDED TO FITTINGS.
3. PROVIDE 0.20 mm POLYETHYLENE BOND BREAKER BETWEEN 6. WATERMAIN TRACER WIRE TO BE INSTALLED IN VALVE BOX
CONCRETE AND FITTINGS. AS PER STD. DWG. S-425.
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
' CHECK M. REVISION NO.: 6
APPROVED:
CATHODIC PROTECTION FOR HYDRANT DATE: 2000 03
' 9 ASSEMBLY ON NON-FERROUS PIPE S-436
D 05 21
A Ct VALVE
1 �
I ,THERMITE WELD
SEE NOTE 3 I I 1000 mm
MIN.
-- — + ---
5.4 kg ZINC ANODE
4•
` 5.4 kg ZINC ANODE '
A SECTION A-A
CATHODIC PROTECTION FOR VALVES (TYPICAL)
GRANULAR i�V_ 'l
THERMITE WELD r'e• '�!,i °t �•
(CAOWELD) ?"!
SEE NOTE 3 ap°'};r q. �e•"'4
1000 44.*
MIN. ..!, /'''!'
4.
5.4 kg ZINC ANODE
SECTION 8-8
5.4 kg ZINC AN
CATHODIC PROTECTION FOR FITTINGS (TYPICAL)
NOBS
1.ANODE TO BE PLACED AT LEAST 1.0 m AWAY FROM THE FITTING AND AS DEEP AS
THE BOTTOM OF THE FITTING MINIMUM DISTANCE BETWEEN ANODES TO BE 1.0 m.
2.ALL VALVES AND FITTINGS TO BE COATED WITH BITUMINOUS SEALER PRIOR TO
INSTALLATION ON SITE.
3.ALL THERMITE WELD CONNECTIONS TO BE COATED WITH "ROYBOND 747" PRIMER
AND ROYSTON "HANDY CAP' OR APPROVED EQUAL
4.RESTRAIN FITTINGS AS PER S-433 AND S-404.
ALL DIMENSIONS IN MILUMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 4
APPROVED:
CATHODIC PROTECTION FOR VALVES DATE: 1999 02 09 ,
DATE, 1985 OS 23 & FITTINGS ON NON-FERROUS PIPE S-438
i
LONGITUDINAL AP JOINT TREATMENT
FOR PROPOSED LANE WIDENINGS
NOTE
----- VERTICAL FACE AND BOTTOM
OF KEY TO BE SWEPT CLEAN
AND PAINTED WITH BITUMINOUS
EMULSION.
0.3 m WIDE
DEPTH (MIN)
' 0.3 m WIDE PROP. WIDENING
KEY (MIN.)
SURFACE COURSE
EXISTING
ROAD 40 mm DEPTH--J BINDER ASPHALT
MIN. (2 LIFTS)
END TREATMENTS
RECONSTRUCTION REQUIRES FINAL LIFT OF ASPHALT IN FOLLOWING YEAR
EXISTING EXISTING NOTES:
ROAD 1.0 m WIDTH 1.0 m WIDTH ROAD ALL VERTICAL FACES OF JOINTS
MIN MIN TO BE SWEPT CLEAN AND PAINTED
WITH BITUMINOUS EMULSION PRIOR
TO PAVING.
ASPHALT RAMP
80 -- DEPTH WIDTH VARIES
MIN
EXISTING PROP. BINDER ASPHALT
ROAD (2 LIFTS)
LAP JOINTS
2.5 m DIAGONAL TYPICAL END TREATMENT - FINAL OVERLAY
CUT (MIN)
600 mm WIDTH (MIN) NOTES:
EXISTING AD I I I I EXISTING ALL VERTICAL FACES OF JOINTS
A -- TO BE SWEPT CLEAN AND PAINTED
RO I I 1 1 ROAD WITH BITUMINOUS EMULSION PRIOR
' TO PAVING.
600 mm WIDTH (MIN)
2.5 m DIAGONAL
2.5 m ASPHALT RAMP REMOVED CUT (MIN)
40 mm DEPTH
(MIN) DIAGONAL CUT
EXISTING
' EXISTING BINDER
ROAD ASPHALT (2 LIFTS)
END TREATMENTS
ASPHALT OVERLAY SECTIONS
NOTES:
EXISTING EXISTING 1. ALL VERTICAL, FACES OF END
JOINTS TO BE SWEPT CLEAN AND
ROAD ROAD PAINTED WITH BITUMINOUS EMULSION
PRIOR TO PAVING.
2.5 m DIAGONAL J 2.5 m DIAGONAL 2. DIAGONAL CUTS TO BE MIN. OF
CUT (MIN) CUT (MIN) 2.5 m, AS DIRECTED BY THE
40 mm DEPTH ENGINEER
(MIN) 12.5 m DIAGONAL CUT (MIN)1
r -
' EXISTING ROAD T
T ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 3
PAVEMENT JOINT TREATMENT DATE: 1998 03 03
APPROVED:
DATE: S-50
1
1986 04 08
CORPORA TION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2000-3
GEOTECHNICAL INVESTIGATION
(Borehole Logs)
' See "Existing Co ndition" Drawings for Borehole Locations
Reference No:3710-0-3
Borehole No: I Enclosure No:2
Client:Municipality of Clarington
Project:Road Reconstruction Method•Auger
Location:Mearns Avenue,Bowmanvilie Diameter:I lOmm
Datum Elevation:Geodetic
Date:March 21,2000
L.
SUBSURFACE PROFILE SAMPLE
Water
Standard Penetration Plastic Limit
e ; = Liquid Limit .2
o = i Description w E a e E
° I �''' 3 z [= Z 20 40 60 80 100 10 30 50
W � I
0
I Ground Surface I
f00mm Asphalt RAS
200mm Granular'A'
FILL
Compact sand
with some gravel
1- x 2 I Ss Is
93.6
- SAND 3 SS 128 O •
Compact,brown,silty,
93 Moist
' End of Borehole �
i
Ii
3— I I
4-
j
15•
6—
V.A. WOOD ASSOCIATES LIMITED Disk No:
Sheet:I of 1
Reference No:3710-0.3 Borehole No: 2 Enclosure No:3
Client:Municipality of Clarington
Project:Road Reconstruction Method:Auger
Location:Mearns Avenue,Bowmanville Diameter:110mm
Datum Elevation:Geodetic Date•March 21,2000
SUBSURFACE PROFILE SAMPLE
— Water
E r Standard Penetration Plastic Limit
o ; E Description e 1. .`+ z Liquid Limit
n E `a e r 20 40 60 80 100 10 30 SO tY
� to � 3 z F z
0 1 Ground Surface
i 100mm Asphalt 1 AS
200mm Granular'A'
FILL
Compact sand with !
some gravel,
Damp 2 SS 24
1 �
93.81
FILL
Compact mixed sand 3 SS 18
and clayey silt, !
93.2 : 7 Damp1
End of Borehole
2
i
I � f
4
5
6
V.A. WOOD ASSOCIATES LIMITED
Disk No:
Sheet:1 of I
z
r
Reference No:37lo-0-3
Borehole No: 3 Enclosure No:4
Client:Municipality of Clarington
Project:Road Reconstruction Method•Auger
Location:Mearns Avenue,Bowmanville Diameter•I10mm
Datum
Elevation:Geodetic Date.,March 21,2000
SUBSURFACE PROFILE SAMPLE
' Water
>� E Standard Penetration Plastic Limit
a Liquid Limit
o E Description o 1 E
a s
30 50 z 20 40 60 80 100 10
a
0 round
Surface
75mm Asphalt
200mm Granular Base
FILL I
Compact sand with >- !
some gravel C
1 2 SS 126
136.2
.� SILT
3 � SS 111 O I
Compact with seams
135.6 of wet sand
i
I End of Borehole
2=
31
i 4l
s
i 6� I i
V.A. WOOD ASSOCIATES LIMITED Disk No:
Sheet:1 of 1
Reference No:3710-0-3 Borehole No: `i Enclosure No•5
Client:Municipality of Clarington
Project:Road Reconstruction Method:Auger
Location:Mearns Avenue,Bowmanville Diameter:110mm
Datum Elevation:Geodetic Date:March 21,2000
SUBSURFACE PROFILE SAMPLE
I Water%
E f Standard Penetration Plastic Limit
o E Description e ` I Liquid Limit
t n a ! E
� 10
E 3 z F z to 20 40 60 8O 100 10 30 5o a
I 0 round urface I
1bOmm Asphalt 1 AS -
200mm Granular Base
i
FILL I i
Compact sand with
some gravel
1 G 2 I SS 117
1 �
9411
�I SANDY SILT TILL 3 SS 16
P-
End Compact,brown,moist
of Borehole I !
2 I 1
i
I I I I ! 1
II 1 1
1 I ! 1 !
;
1 5
1
16-4 i I
V.A. WOOD ASSOCIATES LIMITED
Disk No
Sheet:1 of 1
Reference No:3710-0-3 Borehole No: S Enclosure No:6
Client:Municipality of Clarington
Project:Road Reconstruction Method:Auger
Location:Mearns Avenue,Bowmanville Diameter:I l0mm
Datum Elevation:Geodetic Date:March 21,2000
SUBSURFACE PROFILE SAMPLE
Water%
g Standard Penetration Plastic Limit
e Liquid Limit
o I'e Description a
i c B a 21, 20 40 60 80 100 10 30 50
v, 3 z l- z a
W � c
a. 1 0 1 Ground u ace
100mm Asphalt 1 AS •
200mm Granular Base
FILL
Compact sand with �-
some gravel, tY I I I I
' 1 I Damp to moist O 2 SS 14
94.3 1 —
I :::� i
SS
57 •
i SILTY SAND7IL�L
�:::::.I
93.8 I i Dense,brown,damp 3:::_
2 1 End of Borehole I 1
I
I I I I I
� I
t
I
I I I
I I I i 1
5_
6! I II
� i i I I
V.A. WOOD ASSOCIATES LIMITED Disk No
Sheet: 1 of 1
Reference No:3710-0-3 Borehole No: 6 Enclosure No:7
client:Municipality of Clarington
Project:Road Reconstruction Method•Auger
Location:Mearns Avenue,Bowmanville Diameter:110mm
Datum Elevation:Geodetic Date:March 21,2000
SUBSURFACE PROFILE SAMPLE
Rater
E I Standard Penetration Plastic Limit
o f Description L a 3 Liquid Limit `a
°> 20 40 60 80 100 10 30 50
5. 0 I round .dace I I
- 1 AS
90mm Asphalt
125mm Granular Base
I >
FILL
1 Compact sand with p 2 I SS 12
some gravel,
Dam I
p
l i 3 SS 8
to I
i
94.1
2 End of Borehole
l
I I i I i J
! 3�
I
1 I i
I
4— I I l
I I I I
` I
5�
I
I �
II I
I
1 6-�
V.A. WOOD ASSOCIATES LIMITED Disk No
Sheet:1 of 1
Reference No:3710-0-3
Borehole No: 7 Enclosure NO:8
Client:Municipality of Clarington
Project:Road Reconstruction Method•Auger
Location:Mearns Avenue,Bowmanville Diameter:110mm
Datum Elevation:Geodetic Date•March 21,2000
t
SUBSURFACE PROFILE SAMPLE
Water
E Standard Penetration Plastic Limit
Liquid Limit
o E Description o .. � ' E
a E a 20 40 60 80 100 10 30 50
w . o
96.41 0 ; round-Surface
i 90mm Asphalt 1 AS
i200mm Granular Base
i I FILL
Compact sand with
some gravel
95s
1—: 75mm A HALT - p 2 SS 14
1 �
FILL I
j Compact,organic stained 3 SS 15 i• I
clayey silt
94.6 1 I
End of Borehole
X21
i
4
i i I j
5- i
I ' ) I Lq
6
V.A. WOOD ASSOCIATES LIMITED
Disk No
Sheet:1 of 1
Reference No:3710-0-3 Borehole No: 8 Enclosure No:9
Client:Municipality of Clarington
Project:Road Reconstruction Method:Auger
Location:Mearns Avenue,Bowmanville Diameter:110mm
Datum Elevation:Geodetic Date•March 21,2000
SUBSURFACE PROFILE SAMPLE
Water%
E Standard Penetration Plastic Limit
C
L w Liquid Limit
o E Description '3 y a a a
a r a 6 I r 20 40 60 80 100 10 30 50 a
3 z 1- z
0 ! Ground urface
1 100mm Asphalt 1 AS
1 200mm Granular Base
FILL
Compact sand with
some gravel } 1
96.6; = al2 SSI8
1-, G
j I FILL
j Loose to compact,
1 mixed silt and sand 13 SS 7 O
with some day,
Moist to wet
95.7 ,
End of Borehole
1 2
I I t
i3; I 1
I I I
l
I I
4- I I
I I
- i I
i 6— 1 I I
i
V.A. WOOD ASSOCIATES LIMITED Disk No
Sheet:1 of 1
n >
Reference No:3710-0-3 Borehole No: 7 Enclosure No: 10
Client:Municipality of Ciarington
Project:Road Reconstruction Method:Auger !
:i
Location:Mearns Avenue,Bowmanville Diameter:110mm
Datum Elevation:Geodetic Date:March 21,2000
SUBSURFACE PROFILE SAMPLE
Water%
E Standard Penetration Plastic Limit
`z E Description � � ` "
Liquid Limit
'> a E E 20 40 60 80 100 1 10 30 SO w
� o
1 0 Ground Surface 1
It 90mm Asphalt 6 1 AS •
175mm Granular Base 1e
FILL
Loose to compact sand, j I
with some gravel 3
97.31 1— �j 2 SS 7
SILT
96.9 -+ Compact,brown
3 SS 19 O
I
2? Brown
,j Grey
I
4 I SS 9 0
3 ! CLAYFY SILT .� !
Firm to stiff,
grey-brown with ( 5 I SS
seams of silty sand ...... i
i ?
Damp with moist seams
I
6SS1 7
93.4 I
5
End of Borehole
6-1 I ! I
V.A. WOOD ASSOCIATES LIMITED Disk No:
Sheet:1 of 1
FRefe"u..rN-:3710-0-3 Borehole No: l 0 Enclosure No: I1
t:Municipality of Clarington
Project:Road Reconstruction Method:Auger
Location:Mearns Avenue,Bowmanville Diameter:110mm
Datum Elevation:Geodetic Date:March 21,2000
SUBSURFACE PROFILE SAMPLE
Water%
{: Standard Penetration Plastic Limit
e E Description e L .`+ = Liquid Limit `a
=' a y 3 i E 86 F z 20 40 60 80 100 10 30 SO oG
L:7
0 1 Ground urface I
10i mm Aspha t
125mm Granular Base 1 AS
FILL
Compact sand with
97.9 I some gravel
1 2 I SS 18
CLAYEYSILT TILL
Firm to stiff.
Brown 3 SS 5
i
Damp to moist Grey
2
96.4 , C
C 4 ( SS 3 I
1
� 3
5 1 SS 2 i
CLAYEY SILT
Firm,grey with seams
of fine sand
4-: Moist to wet
ol
{ 6 I SS 6 i
93.71 5 1 I {
j End of Borehole 1 1
I 1
I I
_ I I
I �
6� i 1
Y.A. WOOD ASSOCIATES LIMITED
Disk No
Sheet:1 of 1
Reference No:3710-0-3
Borehole No: 11 Enclosure No:12
Client:Municipality of Clarington
Project:Road Reconstruction Method:Auger
Location:Mearns Avenue,Bowmanville Diameter:110mm
Datum Elevation:Geodetic
Date:March 22,2000
SUBSURFACE PROFILE SA7LE
Water%
E ` Standard Penetration Plastic Limit
o E Description -6 Y E Liquid Limit E a a 0 20 40 60 80 100 10 30 50 a
0 I round Surface
95mm Asphalt Lsi
125inm Granular Base 1 •
380mm Granuir Sub-base
983
y Brown i
Grey
I 1 2 SS 5
I E
M
r-
i
> 3 ISS � II •
2-
4 SS 12 0
U
_ CLAYEY SILT
Stiff,grev with seams
— of silt or fine sand
3
Damp to moist
j 15 I SS 18 io • i
I I �
I
I47 ► 1 I
I
1 7 '0
1 6 I ss I i �
93.9 i i
5 i i I I i I
I End of Borehole ; I I ` 1
1
6 i f
V.A. WOOD ASSOCIATES LIMITED Disk No:
Sheet:1 of 1
Reference No:371040-3 Borehole No: 12 Enclosure No: 13
Client:Municipality of Clarington
Project:Road Reconstruction Method:Auger
Location:Mearns Avenue,Bowmanvilk Diameter:110mm
Datum Elevation:Geodetic Date:March 22,2000
SUBSURFACE PROFILE SAMPLE
Water%
Standard Penetration Plastic Limit
E
Description ,`, = Liquid Limit
0 13 � Y � � a a
20 40 60 80 100 10 30 50 a
W D
0 1 round Surface I I
I1 mm Asp a t
150mm Granular Base 1 AS
FILL
98S i Sand with some gravel E
1 2 I SS 10
olo
3 I SS 12 Q
2-
CLAYEY SILT
i Stiff with seams of silt 1 4 SS 9 I Q
i I and fine sand
I �
i
Brown
I
37 Grey
i 5 SS 8 �Q i
Damp to moist
4 I
I6 iSSl6
943 5
End of Borehole
� 6
Y.A. WOOD ASSOCIATES LIMITED Disk No:
Sheet:1 of 1
l
Reference No:3710-0-3 Borehole No: 13 Enclosure No: 14
Client:Municipality of Clarington
Project:Road Reconstruction Method:Auger
Location:Mearns Avenue,Bowmanville Diameter:110mm
Datum Elevation:Geodetic Date•March 22,2000
SUBSURFACE PROFILE SAMPLE
Water%
E Standard Penetration Plastic Limit
�°o Description a. = Liquid Limit
> $ E a > 20 40 60 80 100 10 30 SO
z it z a
1 0 1 Ground Surface I i
100mm Asphalt
150rhm Granular Base 1 AS
350mm Sand Fill
98.6
CLAYEY SILT
SAND 2 SS 13
98.21 I Compact.wet �+
i Brown I �
00
I Grey
! Cis) 3 SS 13 Q
I
jj
l G I I
14 I SS 12 10 I j
CLAYEY SILT I i
i 3
Stiff,with seams of
sandy silt 5 SS 10 l O j
f
Moist ! i �
I 4 I i�
j ' I
r
I oo, j
i
6ISS 9 vI I
94.5 ; 5
End of Borehole I I I
1
j 6..�
V.A. WOOD ASSOCIATES LIMITED Disk No:
Sheet:1 of 1
Reference No:3710-0-3 Borehole No: 14 Enclosure No:15
Client:Municipality of Clarington
Project:Road Reconstruction Method:Auger
Location:Mearns Avenue,Bowmanville Diameter:1 IOmm
Datum Elevation:Geodetic Date•March 22,2000
SUBSURFACE PROFILE SAMPLE
Water%
E + Standard Penetration Plastic Limit
o E Description c L Liquid Limit
0 40 60 80 2 30 SO 10 0 le
ex
0 round u ace
115mm Asphalt
150mm Granular Base 1 AS
.} 335mm Sand Fill
99.1
I
1 I CLAYEY SILT TILL 12 I SS 15
Very stiff,brown
^! I
98.2
3 i SS 8 IQ
2
7 4 S 9 jQ
i
3� CLAYEY SILT
1 Stiff,grey with seams i 5 ! SS 19 i 0
of sandy silt ;
Moist with wet seams
4
i
61SSI141 1 ? '
94.7 5
j End of Borehole
I �
6
T.A. WOOD ASSOCIATES LIMITED Disk No:
Sheet:1 of 1
Reference No:3710-0-3 Borehole No: 15 Enclosure No: 16
Client:Municipality of Ciarington
Project:Road Reconstruction Method:Auger
Location:Mearns Avenue,Bowmanville Diameter:110mm
Datum Elevation:Geodetic Date•March 22,2000
SUBSURFACE PROFILE SAMPLE
Water
0 Standard Penetration Plastic Limit
E Description 'o .. Liquid Limit
w a a
L � � y �
c 3 z' F z 20 40 60 90 100 10 3o So a
I 0 round Surface I I
100mm Asphalt
125mm Granular Base 1 AS
"-52 250mm Sandy Sub-base
i
1 C ( 2 SS 13
olo
G I I
Brown ol
7 3
Grey oe C.0
3 SS 114
2
1 I ,
4 � SS � 6
I � CLAYEY SILT
3—{ Very stiff to stiff,
with wet seams of sandy silt i
i 5ISS � 6 +�
Moist
I
4� l
I
1 6 I SS 5 i
95 5�I
I End of Borehole
• i
I
I
6—b
Y.A. WOOD ASSOCIATES LIMITED Disk No:
Sheet:1 of 1
Reference No:37104)-3 Borehole No: 16 Enclosure No• 17
Client:Municipality of Clarington
Project:Road Reconstruction Method:Auger
Location:Mearns Avenue,Bowmanville Diameter:110mm
Datum Elevation:Geodetic Date:March 22,2000
SUBSURFACE PROFILE SAMPLE
Water%
8 Standard Penetration Plastic Limit
o E Description a Liquid Limit
a E a > 20 40 60 80 100 10 30 50 SO
w c" rA 3 z F z a
0 round-----Surface I
75mm Asphalt
125mm Granular Base 1 AS
FILL
Sand,with some gravel
101.8
1� c
o
2 SS 7
FILL ,S
Soft to firm C7 3 SS 2
clayey silt with some
i topsoil
2
100.4 7
SAND 4 SS i 2
j Very loose,silty,fine, i
Wet I
99.7 I
I3 '
i �
Grev I SS i 4
S
i I
CLAYEY SILT
i
4 � Firm to stiff,grey
with seams of
sandy silt,
Moist
6 I SS 8 0 � : I
97.7 , 5 j i
i End of Borehole
i I i
I
6i
V.A. WOOD ASSOCIATES LIMITED Disk No:
Sheet:1 of 1
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i
1
1
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2000-3
BREAKDOWN SHEET
QUANTITIES - MISCELLANEOUS
Station to 150mm Dia.Subdrain with Goetextile Station to 150mm Dia.Subdrain with Goetextile
Station Position Plastic CSP Reference Station Position Plastic CSP Reference
Sub-Totals Brou ht Forward Sub-Totals Brou ht Forward 827.7 48.0
Flaxman To CB 1 LT 15.2 CB 22 to 6m North RT 6.0
CB 51 To CB 2 RT 18.5 CB 23 to CB 25 LT 62.0
CB 2 To 6m North RT 6.0 CB 24 to 6m North RT 6.0
CB 1 To CB 5 LT 47.7 CB 25 to CB 28 LT 60.0
CB 4 To 6m North RT 6.0 CB 26 to 6m North RT 6.0
CB 5 To CB 7 LT 60.0 CB 28 to CB 30 LT 60.0
CB 6 To CB 9 RT 36.0 24.0 CB 29 to 6m North RT 6.0
CB 7 To CB 8 LT 51.9 CB 30 to 1+752.4 LT 62.6
CB 8 To CB 11 LT 68.1
CB 9 To CB 10 RT 52.0
CB 10 To CB 57 RT 69.1 24.0
CB 11 To Apple LT 73.4
Blossom
Apple To CB 14 LT 17.4
Blossom
CB 58 To CB 15 RT 4.2
CB 14 To CB 17 LT 60.2
CB 15 To CB 18 RT 60.0
CB 17 To CB 21 LT 59.0
CB 18 To CB 20 RT 59.0
CB 20 To 6m North RT 6.0
CB 21 To CB 23 LT 58.0
Sub-Totals Carried Forward 827.7 48.0 Sub-Totals Carried Forward 1096.3 48.0
Totals Totals 1096.3 48
Unit Unit m m
Item No. Item No. 11(a) 11(b)
TenderTotals TenderTotals 1100 50
so iii "a' W on iW OK' go Iiiiiiiimt e
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2000-3
OPS GENERAL. CONDITIONS OF CONTRACT
(August 1990)
ONTARIO PROVINCIAL STANDARDS
FOR
ROADS AND PUBLIC WORKS
NO STgN
9
� O P N
G S V
L_pR0J?
GENERAL CONDITIONS OF CONTRACT
SEPTEMBER 1999
GENERAL CONDITIONS OF CONTRACT
Table of Contents
SECTION GC 1.0-INTERPRETATION
GC1.01 Captions................................................................................................................... 1
GC1.02 Abbreviations...........................................................................................................1
GC 1.03 Gender and Singular References,.....'......'.....**"*'**...... 1
GC1.04 Definitions................................................................................................................ 1
GC 1.05 Substantial Performance.........................................................................................5
GC1.06 Completion.................................................................. ........................................6
GC1.07 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
GC2.02 Omer of Precedence...............................................................................................7
SECTION GC 3.0-ADMINISTRATION OF THE CONTRACT
GC 3.01 Contract Administrator's Authority...........................................................................8
GC3.02 Working Drawings...................................................................................................9
GC 3.03 Right of the Contract Administrator to Modify Methods and Equipment.................9
GC 3.04 Emergency Situations......................................
GC3.05 Layout....................................................................................................................10
GC3.06 Working Area......................................................................................................... 10
GC3.07 Extension of Contract Time............................................................................:......10
GC3.08 Delays.......................................•---.........................................................................11
GC 3.09 Assignment of Contract......................................................................................... 11
GC 3.10 Subcontracting by the Contractor......................... .........11
........................................
GC3.11 Changes................................................................................................................12
GC3.11.01 Changes in the Work.............................................................................................12
GC3.11.02 Extra Work............................................................................................................. 12
OPS General Conditions of Contract-September 1999 Table of Contents-i
GC 3.11.03 Additional W
GC3.12 Notices................................................................................. .... 12
..............................
GC 3.13 Use and Occupancy of the Work Prior to Substantial Performance..................... 13
GC 3.14 Claims, Negotiations, Mediation............................................................................ 13
�1
GC 3.14.01 Continuance of the Work.......................................................................... .... 13
GC3.14.02 Record Keeping..................................................................................................... 13
GC 3.14.03 Claims Procedure....................................................................... ......... 13
..................
GC 3.14.04 Negotiations.................................................................................
GC3.14.05 Mediation............................................................................................................... 14
GC3.14.06 Payment................................................................................................................. 14
GC 3.14.07 Rights of Both Parties............................
GC 3.15 Engineering Arbitration.......................................................................................... 15
GC 3.15.01
Conditions for Engineering Arbitration................................................................... 15
GC 3.15.02 Arbitration Procedure...........................................................
GC 3.15.03 Appointment of Arbitrator....................................... .................. 15
..............................
GC3.15.04 Costs..................................................................................................•................... 16
GC3.15.05 The Decision.......................................................................................................... 16
GC 3.16 Archaeological Finds............................................................................................. 16
SECTION GC 4.0-OWNER'S RESPONSIBILITIES AND RIGHTS
GC 4.01
Working Area...................•---.................---.............................................................. 17
GC 4.02 Approvals and Permits.......................................................................................... 17
GC 4.03 Management and Disposition of Materials 17
............................................................
GC 4.04 Construction Affecting Railway Property............................................................... 18
GC 4.05 Default by the Contractor....................................................................................... 18
GC 4.06 Notification of Default............................................................................................ 18
GC 4.07 Contractor's Right to Correct a Default................................................................. 18
GC 4.08 Owner's Right to Correct Default........................................................................... 18
GC 4.09 Termination of Contractor's Right to Continue the Work....................................... 18
Table of Contents-0 OPS General Conditions of Conrad-September 1999
GC 4.10 Final Payment to Contractor.................................................................................. 19
GC 4.11 Termination of the Contract...................................................................................19
GC 4.12 Continuation of Contractor's Obligations...............................................................
GC 4.13 Use of Performance Bond..................................................................................... 19
SECTION GC 5.0-MATERIAL
GC 5.01 Supply of Material................................................
GC5.02 Quality of Material..................................................................................................20
GC5.03 Rejected Material...................................................................................................20
GC5.04 Substitutions.........................................................................................•................20
GC 5.05 Owner Supplied Material.......................................................................................21
GC 5.05.01 Ordering of Excess Material..................................................................................21
GC5.05.02 Care of Material.....................................................................................................21
SECTION GC 6.0-INSURANCE, PROTECTION AND DAMAGE
GC 6.01 Protection of Work, Persons and Property............................................................23
GC 6.02 Indemnfication ..............23
........................................................................................
GC 6.03 Contractors Insurance...........................................................................................24
GC6.03.01 General..................................................................................................................24
GC 6.03.02 General Liability Insurance....................................................................................24
GC 6.03.03 Automobile Liability Insurance...............................................................................24
GC 6.03.04 Aircraft and Watercraft Liability Insurance.............................................................25
GC 6.03.05 Property and Boiler Insurance...............................................................................25
GC 6.03.05.01 Property Insurance................................................................................................25
GC 6.03.05.02 Boiler Insurance.....................................................................................................25
GC 6.03.05.03 Use and Occupancy of the Work Prior to Completion...........................................25
GC 6.03.05.04 Payment for Loss or Damage................................................................................26
GC 6.03.06 Contractors Equipment Insurance........................................................................26
GC 6.03.07 Insurance Requirements and Duration.............................................................:....26
GC6.04 Bonding..................................................................................................................27
SECTION GC 7.0-CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK
GC7.01 General—....—...... ......................................................28
OPS General Conditions of Contract-September 1999 Table of Contents-iii
GC7.02 Layout..............................•--...................................................................................29 --
GC 7.03 Damage by Vehicles or Other Equipment................................................
GC 7.04 Excess Loading of Motor Vehicles........................................................................30
GC 7.05 Condition of the Working Area...............................................................................30
GC 7.06 Maintaining Roadways and Detours......................................................................30
GC 7.07 Access to Properties Adjoining the Work and Interruption of Utility Services.......31
GC 7.08 Approvals and Permits..........................................................................................31
GC7.09 Suspension of Work..............................................................................................32
GC 7.10 Contractor's Right to Stop the Work or Terminate the Contract............................32
GC 7.11
Notices by the Contractor.................:...................................................................:32
GC7.12 Obstructions...........................................................................................................33
GC 7.13 Limitations of Operations.......................................................................................33
GC 7.14 Cleaning Up Before Acceptance...........................................................................33 '
GC7.15 Warranty................................................................................................................33
SECTION GC 8.0-MEASUREMENT AND PAYMENT
GC8.01 Measurement.........................................................................................................35
GC 8.01.01 Quantities......................
GC 8.01.02 Variations in Tender Quantities.............................................................................35
GC8.02 Payment.................................................................................................................35
GC8.02.01 Price for Work........................................................................................................35
GC 8.02.02 Advance Payments for Material......................................................r......................36
GC 8.02.03 Certification and Payment.....................................................................................36
GC 8.02.03.01 Progress Payment Certificate................................................................................36
GC 8.02.03.02 Certification of Subcontract Completion................................................................37
GC 8.02.03.03 Subcontract Statutory Holdback Release Certificate and Payment......................37
GC 8.02.03.04 Certification of Substantial Performance...............................................................37
GC 8.02.03.05 Substantial Performance Payment and Substantial Performance Statutory
Holdback Release Payment Certificates...............................................................38
GC 8.02.03.06 Certification of Completion..... ...................................................................38
GC 8.02.03.07 Completion Payment and Completion Statutory Holdback Release
PaymentCertificates.............................................................................................39
GC8.02.03.08 Interest...................................................................................................................39
GC 8.02.03.09 Interest for Late Payment......................................•---............................................39
GC 8.02.03.10 Interest for Negotiations and Claims.....................................................................40
GC 8.02.03.11 Owner's Set-Off.....................................................................................................40
Table of Contents-iv OPS General Conditions of Contract-September 1999
GC8.02.03.12 Delay in Payment..................................................................................................40
GC 8.02.04 Payment on a Time and Material Basis.................................................................40
GC8.02.04.01 Definitions..............................................................................................................40
GC8.02.04.02 Daily Work Records...............................................................................................41
GC8.02.04.03 Payment for Work..................................................................................................41
GC 8.02.04.04 Payment for Labour...............................................................................................42
GC 8.02.04.05 Payment for Material.............................................................................................42
GC 8.02.04.06 Payment for Equipment.........................................................................................42
GC8.02.04.06.01 Working Time........................................................................................................42
GC 8.02.04.06.02 Standby Time. .42
GC8.02.04.07 Payment for Hand Tools........................................................................................43
GC 8.02.04.08 Payment for Work by Subcontractors....................................................................43
GC 8.02.04.09 Submission of Invoices..........................................................................................43
GC 8.02.05 Final Acceptance Certificate..................................................................................43
GC8.02.06 Payment of Workers..............................................................................................44
GC8.02.07 Records.................................................................................................................44
GC8.02.08 Taxes and Duties...................................................................................................44
GC8.02.09 Liquidated Damages..............................................................................................45
OPS General Conditions of Contract-September 1999 Table of Contents-v
�PP�C STA
9 Ontario Provincial Standards
° P for
s `2c`` Roads and Public Works September 1999
C�pAL-PRCv
GENERAL CONDITIONS OF CONTRACT
SECTION GC 1.0. INTERPRETATION
GC 1.01 Captions
01 The captions appearing in these General Conditions have been inserted as a matter of convenience
and for ease of reference only and in no way define, limit or enlarge the scope or meaning of the
General Conditions or any provision hereof.
GC 1.02 Abbreviations
.01 The abbreviations on the left below are commonly found in the Contract Documents and represent
the organizations and phrases listed on the right:
"AASHTO" American Association of State Highway Transportation Officials
"ANSI" - American National Standards Institute
"ASTM" - American Society for Testing and Materials
"AWG" American Wire Gauge
"AWWA" - American Water Works Association
"CESA" _ Canadian Engineering Standards Association
"CGSB" Canadian General Standards Board
"CSA" - Canadian Standards Association
"CWB" - Canadian Welding Bureau
"GC" _ General Conditions
"MOE" Ministry of the Environment(Ontario)
"MTC" - Ministry of Transportation(Ontario)
"MTO" - Ministry of Transportation(Ontario)
"MUTCD" _ Manual of Uniform Traffic Control Devices, published by MTO
_"OPS" Ontario Provincial Standard
"OPSD" - Ontario Provincial Standard Drawing
"OPSS" _ Ontario Provincial Standard Specification
"PEO" Professional Engineers Ontario
"SAE" - Society of Automotive Engineers
"SSPC" - Structural Steel Painting Council
"UL" _ Underwriters Laboratories
"ULC" Underwriters Laboratories Canada
GC 1.03 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
1 .01 For the purposes of this Contract the following definitions apply:
Actual Measurement: means the field measurement of that quantity within the approved limits of the
Work.
OPS General conditions of 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 Performance: means the certificate issued by the Contract Administrator at
Substantial Performance.
Change Directive: means any written instruction signed by the Owner, or by the Contract Administrator
where so authorized,directing that a Change in the Work or Extra Work be performed.
Change in the Work: means the deletion, extension, increase, decrease or alteration of lines, grades,
dimensions, quantities, methods, drawings, substantial changes in geotechnical, subsurface, surface or
other conditions, changes in the character of the Work to be done or materials of the Work or part thereof,
within'the intended scope of the Contract
Change Order. means a written amendment to the Contract signed by the Contractor and the Owner, or
the Contract Administrator where so authorized, covering contingencies, a Change in the Work, Extra
Work,Additional Work and changed subsurface conditions, and establishing the basis for payment and the
time allowed for the adjustment of the Contract Time.
Completion Certificate: means the certificate issued by the Contract Administrator at completion.
Constructor means, for the purposes of, and within the meaning of the Occupational Health and Safety
Act, R.S.O. 1990, c.0.1, 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.
Page 2 OPS General Conditions of Contract-September 1999
' Cost Plus: See"Time and Material".
Cut-Off Date: means the date up to which payment will be made for work performed.
Daily Work Records: mean daily Records detailing the number and categories of workers and hours
worked or on standby; types and quantities of Equipment and number of hours in use or on standby; and
description and quantities of Material utilized.
Day: means a calendar day.
Drawings: or Plans: mean any Contract Drawings or Contract Plans or any Working Drawings or
Working Plans, or any reproductions of drawings or plans pertaining to the Work.
Equipment: means all machinery and equipment used for preparing, fabricating, conveying or erecting
the Work and normally referred to as construction machinery and equipment. .
Estimate: means a calculation of the quantity or cost of the Work or part of it depending on the context.
Extra Work: means work not provided for in the Contract as awarded but considered by the Contract
Administrator to be essential to the satisfactory completion of the Contract within its intended scope,
including unanticipated work required to comply with legislation and regulations which affect the Work.
Final Acceptance Certificate: means the certificate issued by the Contract Administrator at Final
Acceptance of the Work.
Final Detailed Statement: means a complete evaluation prepared by the Contract Administrator showing
the quantities, unit prices and final dollar amounts of all items of work completed under the Contract,
including variations in tender items and Extra Work, all as set out in the same general form as the monthly
estimates.
Force Account: See"Time and Material'.
Geotechnical Report: means a report or other information identifying soil, rock and ground water
conditions in the area of any proposed excavation or fill.
Grade: means the required elevation of that part of the work.
Hand Tools: means tools that are commonly called tools or implements of the trade and include small
power tools.
Highway: means a common and public highway any part of which is intended for or used by the general
public for the passage of vehicles and includes the area between the lateral property lines thereof.
Lump Sum Item: means a tender item indicating a portion of the Work for which payment will be made at
a single tendered price. Payment is not based on a measured quantity, although a quantity may be given
in the Contract Documents.
Major Item: means any tender item that has a value, calculated on the basis of its actual or estimated
tender quantity, whichever is the larger, multiplied by its tender unit price, which is equal or greater than
the lesser of,
a) $100,000,or
b) 5% of the total tender value calculated on the basis of the total of all the estimated tender
quantities and the tender unit prices.
Material: means material, machinery, equipment and fixtures forming part of the Work.
OPS General Conditions of corttrad-September 1999 Page 3
1
Owner. means the party to the Contract for whom the Work is being performed, as identified in the
Agreement,and includes,with the same meaning and import,"Authority".
Pavement: means a wearing course or courses placed on the Roadway and consisting of asphaltic '
concrete, hydraulic cement concrete-Portland cement concrete, or plant or road mixed mulch.
Performance Bond: means the type of security furnished to the Owner to guarantee completion of the
Work in accordance with the Contract and to the extent provided in the bond.
Plan Quantity: means that quantity as computed from within the boundary lines of the Work as shown in
the Contract Documents.
Project: means the construction of the Work as contemplated by this Contract.
Quantity Sheet: means a list of the quantities of Work to be done.
Rate„of Interest: means the rate determined by the Minister of Finance of Ontario and issued by, and
available from,the Owner.
Records: mean any books, payrolls, accounts or other information which relate to the Work or any
Change in the Work or claims arising therefrom.
Roadway: means that part of the Highway designed or intended for use by vehicular traffic and includes
the Shoulders.
Shoulder, means that portion of the Roadway between the edge of the wearing surface and the top
inside edge of the ditch or fill slope.
Special Provisions: mean special directions containing requirements peculiar to the Work.
Standard Specification: means a standard practice required and stipulated by the Owner for
performance of the Work.
Subbase: means a layer of material of specified type and thickness between the Subgrade and the Base.
Subcontractor. means a person, partnership or corporation undertaking the execution of a part of the
Work by virtue of an agreement with the Contractor.
Subgrade: means the earth or rock surface, whether in cut or fill, as prepared to support the Base,
Subbase and Pavement.
Subsurface 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.
Page 4 OPS General Conditions of Contract-September 1999
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 Day as determined by the Contract Administrator, on which the Contractor is prevented by
inclement weather or conditions resulting immediately therefrom, from proceeding with a Controlling
Operation. For the purposes of this definition, this will be a Day during which the Contractor cannot
proceed with at least 60% of the normal labour and equipment force effectively engaged on the
Controlling Operation for at least 5 hours;
c) except a Day on which the Contractor is prevented from proceeding with a Controlling Operation, as
determined by the Contract Administrator by reason of,
' i. any breach of the Contract by the Owner or if such prevention is due to the Owner, another
contractor hired by the Owner, or an employee of any one of them, or by anyone else acting on
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:or Working Plans: means any Drawings or Plans prepared by the Contractor for the
execution of the Work and may, without limiting the generality thereof, include falsework plans, Roadway
protection plans,shop drawings, shop plans or erection diagrams.
' GC 1.05 Substantial Performance
.01 The Work is substantially performed,
a) when the Work to be performed under the Contract or a substantial part thereof is ready for use
' or is being used for the purpose intended; and
b) when the Work to be performed under the Contract is capable of completion or, where there is a
known defect,the cost of correction, is not more than
' i. 3%of the first$500,000 of the Contract price,
ii. 2%of the next$500,000 of the Contract price, and
iii. 1%of the balance of the Contract price.
02 For the purposes of this Contract, where the Work or a substantial part thereof is ready for use or is
being used for the purposes intended and the remainder of the Work cannot be completed
expeditiously for reasons beyond the control of the Contractor or, where the Owner and the
Contractor agree not to complete the Work expeditiously, the price of the services or materials
remaining to be supplied and required to complete the Work shall be deducted from the Contract
price in determining Substantial Performance.
OPS General Conditions of 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 than the lesser of,
a) I%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 Administrators knowledge at that time, the Contractor has rectified all imperfect
work and has discharged all of the Contractor's obligations under the Contract.
GC 1.08 Interpretation of Certain Words '
.01 The words "acceptable", "approval", "authorized", "considered necessary", "directed", "required",
"satisfactory", or words of like import, shall mean approval of, directed, required, considered '
necessary or authorized by and acceptable or satisfactory to the Contract Administrator unless the
context clearly indicates otherwise.
1
Page 6 '
OPS General Conditions of Contract-September 1999
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 Day as determined by the Contract Administrator, on which the Contractor is prevented by
inclement weather or conditions resulting immediately therefrom,from proceeding with a Controlling
Operation. For the purposes of this definition, this will be a Day during which the Contractor cannot
proceed with at least 60% of the normal labour and equipment force effectively engaged on the
Controlling Operation for at least 5 hours;
c) except a Day on which the Contractor is prevented from proceeding with a Controlling Operation, as
determined by the Contract Administrator by reason of,
' i. any breach of the Contract by the Owner or if such prevention is due to the Owner, another
contractor hired by the Owner, or an employee of any one of them, or by anyone else acting on
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:or Working Plans: means any Drawings or Plans prepared by the Contractor for the
execution of the Work and may, without limiting the generality thereof, include falsework plans, Roadway
protection plans,shop drawings, shop plans or erection diagrams.
GC 1.05 Substantial Performance
.01 The Work is substantially performed,
a) when the Work to be performed under the Contract or a substantial part thereof is ready for use
' or is being used for the purpose intended;and
b) when the Work to be performed under the Contract is capable of completion or, where there is a
known defect,the cost of correction, is not more than
i. 3%of the first$500,000 of the Contract price,
ii. 2%of the next$500,000 of the Contract price, and
iii. 1%of the balance of the Contract price.
' 02 For the purposes of this Contract, where the Work or a substantial part thereof is ready for use or is
being used for the purposes intended and the remainder of the Work cannot be completed
expeditiously for reasons beyond the control of the Contractor or, where the Owner and the
' Contractor agree not to complete the Work expeditiously, the price of the services or materials
remaining to be supplied and required to complete the Work shall be deducted from the Contract
price in determining Substantial Performance.
t
OPS Generai Conditions of 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 3
supplied to the Work when the price of completion, correction of a known defect or last supply is not
more than the lesser of,
a) I%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 Contractors obligations under the Contract.
GC 1.08 Interpretation of Certain Words 1
.01 The words "acceptable", "approval', "authorized", "considered necessary", "directed", "required",
"satisfactory", or words of like import, shall mean approval of, directed, required, considered
necessary or authorized by and acceptable or satisfactory to the Contract Administrator unless the
context clearly indicates otherwise.
1
1
1
1
1
i
1
1
1
Page 6 OPS General Conditions of Contract-September 1999
1
SECTION GC 2.0-CONTRACT DOCUMENTS
GC 2.01 Reliance on Contract Documents
.01 The Owner warrants that the information furnished in the Contract Documents can be relied upon with
the following limitations or exceptions:
a) The location of all mainline underground utilities which will affect the Work will be shown to a
tolerance of
i. 1 m horizontal and
ii. 0.3 m vertical
b) The Owner does not warrant interpretations of data or opinions expressed in any Subsurface
Report available for the perusal of the Contractor and excluded from the Contract Documents;and
' c) Other information specifically excluded from this warranty.
GC 2.02 Order of Precedence
01 In the event of any inconsistency or conflict in the contents of the following documents, such
documents shall take precedence and govern in the following order.
a) Agreement
' b) Addenda
c) Special Provisions
d) Contract Drawings
e) Standard Specifications
' 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 Drawings shall govern over general Drawings;and
d) Drawings of a later date shall govern over those of an earlier date in the same series.
03 In the event of any 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 produced by CSA, CGSB, ASTM and ANSI, and
' referenced in the Ontario Provincial Standard Specifications.
.04 The Contract Documents are complementary, and what is required by any one shall be as binding as
' if required by all.
OPS General Conditions of Contract-September 1999 Page 7
SECTION GC 3.0-ADMINISTRATION OF THE CONTRACT
GC 3.01 Contract Administrators 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
a lump sum price contract
.04 The Contract Administrator will determine the amounts owing to the Contractor under the Contract ,
and will issue certificates for payment in such amounts as provided for in Section GC 8.0,
Measurement and Payment
.05 The Contract Administrator will with reasonable promptness review and take appropriate action upon
the Contractor's submissions such as shop drawings, product data, and samples in accordance with
the Contract Documents. '
.06 The Contract Administrator will investigate all allegations of a change in the character of the Work
made by the Contractor and issue appropriate instructions. '
.07 The Contract Administrator will prepare Change Directives and Change Orders.
.08 Upon written application by the Contractor, the Contract Administrator and the Contractor will jointly '
conduct an inspection of the Work to establish the date of Substantial Performance of the Work
and/or the date of Completion of the Work.
.09 The Contract Administrator will be, in the first instance,the interpreter of the Contract Documents and ,
the judge of the performance thereunder by both parties to the Contract Interpretations and
decisions of the Contract Administrator shall be consistent with the intent of the Contract Documents
and in making these decisions the Contract Administrator will not show partiality to either party. ,
.10 The Contract Administrator will have the authority to reject part of the Work or Material which does
not conform to the Contract Documents.
.11 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 t
be made good, promptly, at no additional cost to the Owner.
.13 If, in the opinion of the Contract Administrator, it is not expedient to 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 Administrator.
Page 8 OPS General Conditions of Contract-September 1 999
Contract Administrator or the issuance of an
. .14 Notwithstanding any inspections made by the Con y
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 delay in the Work. -If either the Contractor or
' the Contract Administrator so requests they shall jointly prepare a schedule fixing the dates for
submission and return of Working Drawings. Working Drawings shall be submitted in printed form.
At the time of submission the Contractor shall notify the Contract Administrator in writing of any
deviations from the Contract requirements that exist in the Working Drawings.
' .03 The Contract Administrator will review and return Working Drawings in accordance with an agreed
upon schedule, or otherwise,with reasonable promptness so as not to cause delay.
' .04 The Contract Administrators review will be to check for conformity to the design concept and for
general arrangement only and such review shall not relieve the Contractor of responsibility for errors
or omissions in the Working Drawings or of responsibility for meeting all requirements of the Contract
' Documents unless a deviation on the Working Drawings has been approved in writing by the Contract
Administrator.
05 The Contractor shall make any changes in Working Drawings which the Contract Administrator may
require consistent with the Contract Documents and resubmit unless otherwise directed by the
Contract Administrator. When resubmitting, the Contractor shall notify the Contract Administrator in
writing of any revisions other than those requested by the Contract Administrator.
.06 Work related to the Working Drawings shall not proceed until the Working Drawings have been
signed and dated by the Contract Administrator and marked with the words "Reviewed. Permission
' to construct granted."
07 The Contractor shall keep one set of the reviewed Working Drawings, marked as above, at the site at
all times.
GC 3.03 Right of the Contract Administrator to Modify Methods and Equipment
' 01 The Contractor shall, when requested in writing, make alterations in the method, Equipment or work
force at any time the Contract Administrator considers the Contractor's actions to be unsafe, or
damaging to either the Work or existing facilities or the environment
' 02 The Contractor shall, when requested in writing, after 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 condidom of con"a-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
.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
.=information provided by the Contract Administrator.
GC 3.06 Working Area
.01 The Contractor's sheds, site offices,toilets, other temporary structures and storage areas for material
and equipment shall be grouped in a compact manner and maintained in a neat and orderly condition ,
at all times.
.02 The Contractor shall confine his construction operations to the Working Area. Should the Contractor
require more space than that shown on the Contract Drawings, the Contractor shall obtain such '
space at no additional cost to the Owner.
.03 The Contractor shall not enter upon or occupy any private property for any purpose, unless the '
Contractor has received prior written permission from the property owner.
GC 3.07 Extension of Contract Time
.01 An application for an extension of Contract Time shall be made in writing by the Contractor to the '
Contract Administrator as soon as the need for such extension becomes evident and at least 15 Days
prior to the expiration of the Contract Time. The application for an extension of Contract Time shall
enumerate the reasons,and state the length of extension required.
.02 :Circumstances suitable for consideration of an extension of Contract Time include the following:
a) Delays; See subsection GC 3.08. '
b) Changes in the Work; See clause GC 3.11.01.
c) Extra Work; See clause GC 3.11.02.
d) Additional Work; See clause GC 3.11.03.
.03 The Contract Administrator will, in considering an application for an extension to the Contract Time,
take into account whether the delays, Changes in the Work, Extra Work or Additional Work involve a
Controlling Operation. ,
.04 The Contract Time shall be extended for such additional time as may be recommended by the
Contract Administrator and deemed fair and reasonable by the Owner.
.05 The terms and conditions of the Contract shall continue for such extension of Contract Time. '
Page 10 OPS General Conditions of Contract-September 1999
GC 3.08 Delays
01 If the Contractor is delayed in the performance of the Work by,
a) war, blockades, and civil commotions, errors in the Contract Documents; an act or omission of the
Owner or Contract Administrator, or anyone employed or engaged by them directly or indirectly,
1 contrary to the provisions of the Contract Documents;
b) a stop work order issued by a court or public authority, provided that such order was not issued as
the result of an act or omission of the Contractor or anyone employed or engaged by the
Contractor directly or indirectly;
' c) the Contract Administrator giving notice under subsection GC 7.09,Suspension of Work;
d) abnormal inclement weather, or
e) archaeological finds in accordance with subsection GC 3.16,Archaeological Finds,
then the Contractor shall be reimbursed by the Owner for reasonable costs incurred by the Contractor
as the result of such delay, provided that in the case of an application for an extension of Contract
Time due to abnormal inclement weather, the Contractor shall, with the Contractor's application,
submit evidence from Environment Canada in support of such application. Extension of Contract
' Time will be granted in accordance with subsection GC 3.07, Extension of Contract Time.
.02 If the Work is delayed by labour disputes, strikes or lock-outs - including lock-outs decreed or
recommended to its members by a recognized contractor's association, of which the Contractor is a
member or to which the Contractor is otherwise bound -which are beyond the Contractor's control,
then the Contract Time shall be extended in accordance with subsection GC 3.07, Extension of
Contract Time. In no case shall the extension of Contract Time be less than the time lost as the
result of the event causing the delay, unless a shorter extension is agreed to by the Contractor. The
Contractor shall not be entitled to payment for costs incurred as the result of such delays unless such
delays are the result of actions by the Owner.
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
01 The Contractor may subcontract any part of the Work, subject to these General Conditions and any
limitations specified in the Contract Documents.
' 02 The Contractor shall notify the Contract Administrator, in writing,of the intention to subcontract Such
notification shall identify the part of the Work, and the Subcontractor with whom it is intended.
.03 The Contract Administrator will, within 10 Days of receipt of such notification, accept or reject the
intended Subcontractor. The rejection will be in writing and will include the reasons for the rejection.
.04 The Contractor shall not, without the written consent of the Owner, change a Subcontractor who has
been engaged in accordance with subsection GC 3.10 Subcontracting by the Contractor.
05 The Contractor shall preserve and protect the rights of the parties under the Contract with respect to
that part of the Work to be performed under subcontract and shall,
a) enter into agreements with the intended Subcontractors to require them to perform their work in
accordance with the Contract Documents;and
b) be as fully responsible to the Owner for acts and omissions of the Contractor's Subcontractors and
of persons directly or indirectly employed by them as for acts and omissions of persons directly
employed by the Contractor.
r
OPS General Conditions of Contract-September 1999 Page 11
.06 The Owners 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
GC 3.11.01 Changes In the Work
.01 The Owner, or the Contract Administrator where so authorized, may, by order in writing, make a '
Change in the 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 The Contractor may apply for an extension of Contract Time according to the terms of subsection GC
3.07, Extension of Contract Time.
.03 If the Changes in the Work relate solely to quantities, payment for that part of the Work will be made '
according to the conditions specified in clause GC 8.01.02, Variations in Tender Quantities. If the
Changes in the Work do not solely relate to quantities, payment may be negotiated pursuant to
subsection GC 3.14, Claims, Negotiations, Mediation or payment may be made according to the '
conditions contained in clause GC 8.02.04, Payment on a Time and Material Basis.
GC 3.11.02 . Extra Work
.01 The Owner, or Contract Administrator where so authorized, may instruct the Contractor to perform
Extra Work without invalidating the Contract The Contractor 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 terms of subsection GC
3.07, Extension of Contract Time.
.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 3411.03 Additional Work
.01 The Owner, or Contract Administrator where so authorized, may request the Contractor to perform
Additional Work without invalidating the Contract If the Contractor agrees to perform Additional
Work,the Contractor shall proceed with such Additional Work upon receipt of a Change Order. '
.02 The Contractor may apply for an extension of Contract Time according to the terms of subsection GC
3.07, Extension of Contract Time.
.03 Payment for the Additional Work may be negotiated pursuant to subsection GC 3.14, Claims, '
Negotiations, Mediation, or payment may be made according to the conditions contained in clause
GC 8.02.04, Payment on a Time and Material Basis.
GC 3.12 Notices
.01 Any notice permitted or required to be given to the Contract Administrator or the Superintendent in
respect of the Work shall be deemed to have been given to and received by the addressee on the
date of delivery if delivered by hand or by facsimile transmission and on the fifth Day after the date of
mailing if sent by mail '
Page 12 OPS General Conditions of Contract-September 1999
.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
1 Superintendent may give a verbal notice, provided that such notice is confirmed in writing within 2
Days.
.04 Any notice permitted or required to be given to the Owner or the Contractor shall be given in
accordance with the notice provision of the Contract.
GC 3.13 Use and Occupancy of the Work Prior to Substantial Performance
.01 Where it is not contemplated elsewhere in the Contract Documents, the Owner may use or occupy
the Work or any part thereof prior to Substantial Performance, provided that at least 30 Days'written
notice has been given to the Contractor.
02 The use or occupancy of the Work or any part thereof by the Owner prior to Substantial Performance
shall not constitute an acceptance of the Work or parts so occupied. In addition, the use or
occupancy of the Work shall not relieve the Contractor or the Contractor's Surety from any liability
that has arisen, or may arise, from the performance of the Work in accordance with the Contract
Documents. The Owner will be responsible for any damage that occurs because of the Owner's use
or occupancy. Such use or occupancy of any part of the Work by the Owner does not waive the
Owner's right to charge the Contractor liquidated damages in accordance with the terms of the
Contract
GC 3.14 Claims,Negotiations,Mediation
' GC 3.14.01 Continuance of the Work
01 Unless the Contract has been terminated or completed, the Contractor shall in every case, after
serving or receiving any notification of a claim or dispute, verbal or written, continue to proceed with
the Work with due diligence and expedition. It is understood by the parties that such action will not
1 jeopardize any claim it may have.
GC 3.14.02 Record Keeping
' 01 Immediatey upon commencing work which may result in a claim, the Contractor shall keep Daily
Work Records during the course of the Work,sufficient to substantiate the Contractor's claim, and the
Contract Administrator will keep Daily Work Records to be used in assessing the Contractor's claim,
all in accordance with clause GC 8.02.07, Records.
.02 The Contractor and the Contract Administrator shall reconcile their respective Daily Work Records on
a daily basis,to simplify review of the claim,when submitted.
' .03 The keeping of Daily Work Records by the Contract Administrator or the reconciling of such Daily
Work Records with those of the Contractor shall not be construed to be acceptance of the claim.
' GC 3.14.03 Claims Procedure
.01 The Contractor shall give verbal notice of any situation which may lead to a claim for additional
payment immediately upon becoming aware of the situation.
02 The Contractor shall provide written notice in the standard form "Notice of Intent to Claim" within 7
Days of the commencement of any part of the Work which may be affected by the situation.
OPS General Conditions of contract-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.
GC 3.14.04 Negotiations
Jri
.01 The parties shall make all reasonable efforts to resolve their dispute by amicable negotiations and
agree to provide, without prejudice, open and timely disclosure of relevant facts, information, and
documents to facilitate these negotiations. '
.02 Should the Contractor disagree with the opinion given in paragraph GC 3.14.03.05, with respect to
any part of the claim, the Contract Administrator shall enter into negotiations with the Contractor to
resolve the matters in dispute. Where a negotiated 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 negotiation stage noted in clause GC 3.14.04,
Negotiations, within a period of 30 Days following the opinion given in paragraph GC 3.14.03.05, and
the Contractor wishes to pursue the issue further, the parties may, upon mutual agreement, utilize the
services of an independent third party mediator.
.02 The mediator shall be mutually agreed upon by the Owner and Contractor.
.03 The mediator shall be knowledgeable regarding the area of the disputed issue. The mediator shall
meet with the parties together and separately, as necessary, to review all aspects of the issue. In a
final attempt to assist the parties in resolving the issue themselves prior to proceeding to arbitration
the mediator shall provide,without prejudice, a non-binding recommendation for settlement
.04 The review by the mediator shall be completed within 90 Days following the opinion given in
paragraph GC 3.14.03.05.
.05 Each party is responsible for its own costs related to the use of the third party mediator process. The
cost of the third party mediator shall be equally shared by the Owner and Contractor.
GC 3.14.06 Payment '
.01 Payment of the claim will be made no later than 30 Days after the date of resolution of the claim or
dispute. Such payment will be made according to the terms of Section GC 8.0, Measurement and
Payment
Page 14 OPS General Conditions of Contract-September 1999
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 Engineering Arbitration
GC 3.15.01 Conditions for Engineering Arbitration
.01 If a claim is not resolved satisfactorily through the negotiation stage noted in clause GC 3.14.04,
Negotiations, or the mediation stage noted in clause GC 3.14.05, Mediation, either party may invoke
' the provisions of subsection GC 3.15, Engineering Arbitration, by giving written notice to the other
party.
.02 Notification that arbitration shall be implemented to resolve the issue shall be communicated in writing
' as soon as possible and no later than 60 Days following the opinion given in paragraph GC
3.14.03.05. Where the use of a third party mediator was implemented, notification shall be within 120
Days of the opinion given in paragraph GC 3.14.03.05.
.03 The parties shall be bound by the decision of the arbitrator.
.04 The rules and procedures of the Arbitration Act, 1991, S.O. 1991, c.17, as amended, shall apply to
any arbitration conducted hereunder except to the extent that they are modified by the express
provisions of this subsection GC 3.15, Engineering Arbitration.
GC 3.15.02 Arbitration Procedure
.01 The following provisions are to be included in the agreement to arbitrate and are subject only to such
right of appeal as exist where the arbitrator has exceeded his or her jurisdiction or have otherwise
disqualified him or herself:
a) All existing actions in respect of the matters under arbitration will be stayed pending arbitration;
b) All outstanding claims and matters to be settled are to be set out in a schedule to the agreement.
Only such claims and matters as are in the schedule will be arbitrated;and
' c) Before proceeding with the arbitration, the 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 upon by the Owner and Contractor to adjudicate the dispute.
02 Where the Owner and Contractor cannot agree on a sole arbitrator within 30 Days of the notification
of arbitration noted in paragraph GC 3.15.01.02, the Owner and the Contractor shall each choose an
appointee within 37 Days of the notice of arbitration.
.03 The appointees shall mutually agree upon an arbitrator to adjudicate the 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 Contract-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 appointment of the arbitrator.
GC 3.15.04 Costs
.01 The arbitrator's fee shall be equally shared by the Owner and the Contractor.
.02 The fees of any independent experts and any other persons appointed to assist the arbitrator shall be
shared equally by the Owner and the Contractor. '
.03 The arbitration hearing shall be held in a place mutually agreed upon by both parties or in the event
the parties do not agree, a site shall be chosen by the arbitrator. The cost of obtaining appropriate
facilities shall be shared equally by the Owner and the Contractor.
.04 The arbitrator may, in his or her discretion, award reasonable costs, related to the arbitration.
GC 3.15.05 The Decision
.01 The reasoned decision will be made in writing within 90 Days of the conclusion of the hearing. An ,
extension of time to make a decision may be granted with consent of both parties. Payment shall be
made in accordance with clause GC 3.14.06, Payment.
GC 3.16 Archaeological Finds
.01 If the Contractor's operations expose any items which may indicate an archaeological find, such as
building remains, hardware, accumulations of bones, pottery, or arrowheads, the Contractor shall
immediately notify the Contract Administrator and suspend operations within the area identified by the
Contract Administrator. Notification may be verbal provided that such notice is confirmed in writing
within 2 Days. Work shall remain suspended within that area until otherwise directed by the Contract
Administrator in writing, in accordance with subsection GC 7.09,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.
Page 16 OPS General Conditions of contract•September 1999
1
SECTION GC 4.0-OWNER'S RESPONSIBILITIES AND RIGHTS
GC 4.01 Working Area
.01 The Owner will acquire all property rights which are deemed necessary by the Owner for the
construction of the Work, including temporary working easements, and will indicate the full extent of
the Working Area on the Contract Drawings.
.02 The Geotechnical Report and Subsurface Report which will be provided by the Owner as part of the
tender documents shall form part of the Contract Drawings.
GC 4.02 Approvals and Permits
.01 The Owner will pay for all plumbing and building permits.
.02 The Owner will obtain and pay for all permits, licenses and certificates solely required for Project
approval.
GC 4.03 Management and Disposition of Materials
01 The Owner will identify in the Contract Documents the materials to be moved within or removed from
the Working Anna, and any characteristics of those materials which will necessitate special materials
management and disposition.
.02 In accordance with regulations under the Occupational Health and Safety Act, R.S.O. 1990, c.O.1, as
amended,the Owner advises that
a) the designated substances silica, lead and arsenic are generally present throughout the Working
Area occurring naturally or as a result of vehicle emissions;
b) the designated substance asbestos is present in asbestos conduits for utilities;
c) the following hazardous materials are ordinarily present in construction activities: limestone,
gypsum, marble, mica and Portland cement; and
d) exposure to these substances may occur as a result of activities by the Contractor such as
sweeping, grinding, crushing, drilling, blasting,cutting and abrasive blasting.
03 The Owner will identify in 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 of designated substances or
hazardous materials which are in addition to those listed in paragraph GC 4.03.02, or not clearly
identified in the Contract Documents according to paragraph GC 4.03.03, then verbal notice will be
provided to the other party immediately with written confirmation within 2 Days. The Contractor will
stop work in the area immediately and will determine the necessary steps required to complete the
work in accordance with applicable legislation and regulation.
.05 The Owner will be responsible for any reasonable additional costs of removing, managing and
f disposing of any material not identified in the Contract Documents, or where conditions exist that
could not have been reasonably foreseen at the time of tendering. All work under this paragraph
shall be deemed to be Extra Work.
06 Prior to commencement of the Work,the Owner will provide to the Contractor a list of those products
controlled under the Workplace Hazardous Materials Information System or WHMIS, which the
Owner will supply or use on the Contract,together with copies of the Materials Safety Data Sheets for
these products. All containers used in the application of products controlled under WHMIS shall be
labelled. The Owner will notify the Contractor in writing of changes to the list and provide relevant
Material Safety Data Sheets.
OPS General CwWidons of Contract-September 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 i
completing the Work.
GC 4.05 Default by the Contractor
.01 The Contractor shall be in default of the Contract if,
a) the Contractor fails to commence the Work or execute the Work properly or otherwise fails to
comply with the requirements of the Contract to a substantial degree; or
b) if the Contractor is adjudged bankrupt or makes a general assignment for the benefit of creditors
because of insolvency or if a receiver is appointed because of insolvency.
GC 4.06 Notification of Default '
.01 4he Owner will give written notice of a default to the Contractor as soon as the Owner becomes
aware of the alleged default but failure to give such notice in a timely way shall not constitute
condonation of the default The notice will include instructions to correct the default within 5 Working
Days.
GC 4.07 Contractor's Right to Correct a Default t
.01 The Contractor shall have the right within the 5 full Working Days following the receipt of a notice of
default to correct the default and provide the Owner with satisfactory proof that appropriate corrective
measures have been taken.
.02 If the correction of the default cannot be completed within the 5 full Working Days following receipt of
the notice,the Contractor shall not be in default if the Contractor,
a) commences the correction of the default within the 5 full Working Days following receipt of the
notice;
b) provides the Owner with an acceptable schedule for the progress of such correction; and ,
c) completes the correction in accordance with such schedule.
GC 4.08 Owner's Right to Correct Default
.01 If the Contractor fails to correct the default within the time specified in subsection GC 4.07,
-Contractors Right to Correct a Default, or subsequently agreed upon, the Owner, without prejudice to
any other right or remedy the Owner may have, may correct such default and deduct the cost thereof,
as certified by the Contract Administrator,from any payment then or thereafter due to the Contractor.
GC 4.09 Termination of Contractor's Right to Continue the Work
.01 Where the Contractor fails to correct a default within the time specified in subsection GC 4.07
Contractors 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 Contractors right to continue the
Work in whole or in part by giving written notice to the Contractor.
.02 If the Owner terminates the Contractors 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;
Page 18 OPS General Conditions of Contract-September 1999
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.
1 GC 4.10 Final Payment to Contractor
.01 If the Owner's cost to correct and complete the Work in whole or in part is less than the amount
withheld from the Contractor under subsection GC 4.09, Termination of Contractor's Right to
Continue the Work, the Owner will pay the balance to the Contractor as soon as the final accounting
for the Contract is complete.
GC 4.11 Termination of the Contract
.01 Where the Contractor is in default of the Contract the Owner may,without prejudice to any other right
or remedy the Owner may have, terminate the Contract by giving written notice of termination to the
Contractor, the Surety and any trustee or receiver acting on behalf of the Contractor's estate or
creditors.
02 If the Owner elects to terminate the Contract the Owner will provide the Contractor and the trustee or
receiver with a complete accounting to the date of termination.
GC 4.12 Continuation of Contractor's Obligations
.01 The Contractors obligation under the Contract as to quality, correction and warranty of the Work
performed prior to the time of termination of the Contract or termination of the Contractors right to
continue with the Work in whole or in part shall continue to be in force after such termination.
GC 4.13 Use of Performance Bond
01 if the Contractor is in default of the Contract and the Contractor has provided a Performance Bond,
the provisions of this Section shall be exercised in accordance with the conditions of the Performance
Bond.
OPS General Conditions of Contract-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
the Owner, shall be supplied by the Contractor. The Contract P at listed ro being supplied by
shall be deemed to include full compensation for the supply of suc Materiae appropriate tender items
GC 5.02 Quality of Material
.01 All Material supplied by the Contractor shall be new or unless otherwise specified in the Contract
Documents.
.02 Material supplied by the Contractor shall conform to the requirements of the Contract.
.03 As specified or as requested by the Contract Administrator, the Contractor shall make available for
.:inspection or testing a sample of any Material to be supplied by the Contractor.
.04 The Contractor shall obtain for the Contract Administrator the right to enter upon the
Material manufacturer or supplier to ca to Premises of the
PP carry out such inspection, sampling and testing as specified or a
requested by the Contract Administrator.
.05 The Contractor shall notify the Contract Administrator of the sources of supply sufficiently in advance
of the Material shipping dates to enable the Contract Administrator to perform the required inspection,
sampling and testing.
.06 The Owner will not be responsible for any delays to the Contractor's operations where the Contractor
fails to give sufficient advance notice to the Contract Administrator to enable the Contract
Administrator to carry out the required inspection, sampling and testing before the scheduled shipping
date.
.07 The Contractor shall not change the source of supply of any Material without the written authorization
of the Contract Administrator.
.08 Material which is not specified shall be of a quality best suited to the purpose required and the use of
such Material shall be subject to the approval of the Contract Administrator.
GC 5.03 Rejected Material
.01 Rejected Material shall be removed from the Working Area expeditiously after the notification to that '
effect from the Contract Administrator. Where the Contractor fails to comply with such notice the
Contract Administrator may cause the rejected Material to be removed from the Working Area and
disposed of in what the Contract Administrator considers to be the most appropriate manner and the
Contractor shall pay the costs of disposal and the appropriate overhead charges.
GC 5.04 Substitutions
.01 Where the specifications require the Contractor to supply a Material designated by a trade or other
name, the Tender shall be based only upon supply of the Material so designated, which shall be
regarded as the standard of quality required by the specification. After the acceptance of the Tender,
the Contractor may apply to the Contract Administrator to substitute another Material identfied by a
different trade or other name for the Material designated as aforesaid. The application shall be is
writing and shall state the price for the proposed substitute Material designated as aforesaid, and ,
such other information as the Contract Administrator may require.
Page 20 OPS General Conditions of Contract-September 109
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.
1 .03 If the proposed substitution is approved by the Contract Administrator,the Contractor shall be entitled
to the first$1000 of the aggregate saving in cost by reason of such substitution and to 50% of any
additional saving in cost in excess of such $1000. Each such approval shall be conveyed to the
Contractor in writing or by issuance of a Certificate of Equality on the Owners 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
GC 5.05.01 Ordering of Excess Material
01 Where Material is supplied by the Owner and where this Material is ordered by the Contractor in
excess of the amount specified to complete the Work, such excess Material shall become the
property of the Contractor on completion of the Work and shall be charged to the Contractor at cost
plus applicable overheads.
GC 5.05.02 Care of Material
01 The Contractor shall, in advance of receipt of shipments of Material supplied by the Owner, provide
adequate and proper storage facilities acceptable to the Contract Administrator, and on the receipt of
such Material shall promptly place it in storage except where it is to be incorporated forthwith into the
Work.
02 The Contractor shall be responsible for acceptance of Material supplied by the Owner, at the
specified delivery point and for its safe handling and storage. If such Material is damaged while
under the control of the Contractor it shall be replaced or repaired by the Contractor at no expense to
the Owner, and to the satisfaction of the Contract Administrator. If such Material is rejected by the
Contract Administrator for reasons which are not the fault of the Contractor it shall remain in the care
and at the risk of the Contractor until its disposition has been determined by the Contract
Administrator.
.03 Where Material supplied by the Owner arrives at the delivery point in a damaged condition or where
there are discrepancies between the quantities received and the quantities shown on the bills of
lading, the Contractor shall immediately report such damage or discrepancies to the Contract
Administrator who shall arrange for an immediate inspection of the shipment and provide the
Contractor with a written release from responsibility for such damage or deficiencies. Where damage
or deficiencies are not so reported it will be assumed that the shipment arrived in good order and any
damage or deficiencies reported thereafter shall be made good by the Contractor at no extra cost to
the Owner.
04 The full amount of Material supplied by the Owner in each shipment shall be accounted for by the
Contractor and such Material shall be at the risk of the Contractor after taking delivery. Such Material
shall not, except with the written permission of the Contract Administrator, be used by the Contractor
for purposes other than the performance of the Work under the Contract
.05 Empty reels, crates, containers and other type of packaging from Material supplied by the Owner
shall become the property of the Contractor when they are no longer required for their original
purpose and shall be disposed of by the Contractor unless otherwise specified in the Contract
Documents.
OPS General Conditions of Contrail-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 `1
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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Page 22 OPS General Conditions of Contract-September 1999
SECTION GC 6.0-INSURANCE, PROTECTION AND DAMAGE
GC 6.01 Protection of Work, Persons and Property
.01 The Contractor, the Contractor's agents and all workers employed by or under the control of the
Contractor, including Subcontractors, shall protect the Work, persons and property from damage or
injury, and shall be responsible for all losses and damage which may arise as the result of the
Contractor's operations under the Contract unless indicated to the contrary below.
02 The Contractor is responsible for the full cost of any necessary temporary provisions and the
restoration of all damage where the Contractor damages the Work or property in the performance of
the Contract If the Contractor is not responsible for the damage that occurs to the Work or property
the Contractor shall restore such damage, and such work shall be administered according to these
General Conditions.
.03 The Contractor shall immediately inform the Contract Administrator of all damage and injuries which
' occur during the term of the Contract
.04 The Contractor shall not be responsible for loss and damage that occurs as a result of,
a) war,
b) blockades and civil commotions;
c) errors in the Contract Documents; or
d) acts or omissions of the Owner, the Contract Administrator,their agents and employees, or others
not under the control of the Contractor, but within the Working Area with the Owners permission.
.05 The Contractor and his Surety or Sureties shall not be released from any term or provision of any
responsibility, obligation or liability under the Contract or waive or impair any of the rights of the
Owner except by a release duly executed by the Owner.
GC 6.02 Indemnification
.01 The Contractor shall indemnify and hold harmless the Owner and the Contract Administrator, their
agents, officers and employees from and against all claims, demands, losses, expenses, costs,
damages, actions, suits or proceedings by third parties, hereinafter called "claims", directly or
indirectly arising or alleged to arise out of the performance of or the failure to perform the Work,
provided such claims are,
a) attributable to bodily injury, sickness, disease, or death or to damage to or destruction of tangible
property;
b) caused by negligent acts or omissions of the Contractor or anyone for whose acts the Contractor
may be liable; and
c) made in writing within a period of 6 years from the date of Substantial Performance of the Work as
set out in the Certificate of Substantial Performance of the Work or, where so specified in the
Contract from the date of certification of Final Acceptance.
02 The Contractor shall indemnify and hold harmless the Owner from all and every claim for damages,
' royalties or fees for the infringement of any patented invention or copyright occasioned by the
Contractor in connection with the Work performed or Material 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 Contractors performance of the Contract which are attributable to a
lack of or defect in title or an alleged lack of or defect in title to the Working Area.
OPS General Conditions of 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 Contractors Insurance
GC 6.03.01 General
.01 Without restricting the generality of subsection GC 6.02, Indemnification, the Contractor shall provide, ,
maintain and pay for the insurance coverages listed under clauses GC 6.03.02 and GC 6.03.03.
Insurance coverage in clauses GC 6.03.04, GC 6.03.05 and GC 6.03.06 will only apply when so
specified in the Contract Documents.
GC 6.03.02 General Liability Insurance
.01 General liability insurance shall be in the name of the Contractor, with the Owner and the Contract
Administrator named as additional insureds, with limits of not less than 5 million dollars inclusive per
occurrence for bodily injury, death, and damage to property including loss of use thereof, with a
.property damage deductible of not more than $5000. The form of this insurance shall be the '
Insurance Bureau of Canada Form IBC 2100, dated 8-87.
.02 Another form of insurance equal to or better than that required in IBC Form 2100 may be used,
provided all the requirements listed in the Contract are included. Approval of this insurance will be
conditional upon the Contractor obtaining the services of an insurer licensed to underwrite insurance
in the Province of Ontario and obtaining the insurer's certificate of equivalency to the required
insurance.
.03 The insurance shall be maintained continuously from the commencement of the 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.
.04 The Contractor shall submit annually to the Owner, proof of continuation of the completed operations
coverage and if the Contractor fails to do so, the limitation period for claiming indemnity described in
paragraph GC 6.02.01 c),will not be binding on the Owner.
.05 Should the Contractor decide not to employ Subcontractors for operations requiring the use of
explosives for blasting,or pile driving or caisson work, or removal or weakening of support of property
building or land, IBC Form 2100 as required shall include the appropriate endorsements.
.06 The policies shall be endorsed to provide the Owner with not less than 30 Days' written notice in
advance of cancellation, change or amendment restricting coverage.
.07 "Claims Made"insurance policies will not be permitted.
GC 6.03.03 Automobile Liability Insurance
.01 Automobile liability insurance in respect of licensed vehicles shall have limits of not less than 5 million
dollars inclusive per occurrence for bodily injury, death and damage to property, in the following forms
endorsed to provide the Owner with not less than 30 Days' written notice in advance of any
cancellation,change or amendment restricting coverage:
a) standard non-owned automobile policy including standard contractual liability endorsement,and
b) standard owner's form automobile policy providing third party liability and accident benefits
insurance and covering licensed vehicles owned or operated by the Contractor.
Page 24 OPS General conditions of Contract-September 1999
GC 6.03.04 Aircraft and Watercraft Liability Insurance
.01 Aircraft and watercraft liability insurance with respect to owned or non-owned 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.
tGC 6.03.05 Property and Boiler Insurance
GC 6.03.05.01 Property Insurance
1 .01 All risks property insurance shall be in the name of the Contractor, with the Owner and the Contract
Administrator named as additional insureds, insuring not less than the sum of the amount of the
Contract price and the full value, as may be stated in the Supplemental General Conditions, of
Material that is specified to be provided by the Owner for incorporation into the Work, with a
deductible not exceeding 1%of the amount insured at the site of the Work. This insurance shall be in
a form acceptable to the Owner and shall be maintained continuously until 10 Days after the date of
Final Acceptance of the Work,as set out in the Final Acceptance Certificate.
GC 6.03.05.02 Boiler Insurance
.01 Boiler insurance insuring the interests of the Contractor,the Owner and the Contract Administrator for
not less than the replacement value of boilers and pressure vessels forming part of the Work, shall be
in a form acceptable to the Owner. This insurance shall be maintained continuously from
commencement of use or operation of the property insured until 10 Days after the date of Final
Acceptance of the Work,as set out in the Final Acceptance Certificate.
GC 6.03.05.03 Use and Occupancy of the Work Prior to Completion
.01 Should the Owner wish to use or occupy part or all of the Work prior to Substantial Performance, the
Owner will give 30 Days'written notice to the Contractor of the intended purpose and extent of such
use or occupancy. Prior to such use or occupancy the Contractor shall notify the Owner in writing of
the additional premium cost, if any, to maintain property and boiler insurance, which shall be at the
Owner's expense. If because of such use or occupancy the Contractor is unable to provide
coverage, the Owner upon written notice from the Contractor and prior to such use or occupancy
shall provide, maintain and pay for property and boiler insurance insuring the full value of the Work,
including coverage for such use or occupancy, and shall provide the Contractor with proof of such
insurance. The Contractor shall refund to the Owner the unearned premiums applicable to the
Contractor's policies upon termination of coverage.
.02 The policies shall provide that in the event of a loss or damage, payment shall be made to the Owner
' and the Contractor as their respective interests may appear. The Contractor shall act on behalf of
both the Owner and the Contractor for the purpose of adjusting the amount of such loss or damage
payment with the insurers. When the extent of the loss or damage is determined the Contractor shall
proceed to restore the Work Loss or damage shall not affect the rights and obligations of either party
under the Contract except that the Contractor shall be entitled to such reasonable extension of
Contract Time relative to the extent of the loss or damage as the Contract Administrator may decide
in consultation with the Contractor.
i
OPS General Conditions of Contract-September 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, i
such amount to be paid as the restoration of the Work proceeds and in accordance with the
requirements of Section GC 8.0, Measurement and Payment. In addition the Contractor shall be
entitled to receive from the payments made by the insurers the amount of the Contractor's interest in
the restoration of the Work.
.02 The Contractor shall be responsible for deductible amounts under the policies except where such
amounts may be excluded from the Contractors responsibility by the terms of this Contract. ,
.03 In the event of a loss or damage to the Work arising from the action or omission of the Owner or
others, the Owner shall pay the Contractor the cost of restoring the Work as the restoration of the
Work proceeds and in accordance with the requirements of Section GC 8.0, Measurement and
Payment.
GC 6.03.06 Contractors Equipment Insurance
.01 All risks Contractor's equipment insurance covering construction machinery and equipment used by
the Contractor for the performance of the Work, including boiler insurance on temporary boilers and
pressure vessels, shall be in a form acceptable to the Owner and shall not allow subrogation claims
by the insurer against the Owner. The policies shall be endorsed to provide the Owner with not less
than 30 Days' written notice in advance of cancellation, change or amendment restricting coverage
Subject to satisfactory proof of financial capability by the Contractor for self-insurance of the
Contractor's Equipment, the Owner agrees to waive the equipment insurance requirement, and for
the purpose of this Contract, the Contractor shall be deemed to be insured. This policy shall be
amended to provide permission for the Contractor to grant prior releases with respect to damage to
the Contractor's Equipment
GC 6.03.07 Insurance Requirements and Duration
.01 Unless specified otherwise the duration of each insurance policy shall be from the date of
commencement of the Work until 10 Days after the date of Final Acceptance of the Work, as set out
in the Final Acceptance Certificate.
.02 The Contractor shall provide the Owner, on a form acceptable to the Owner roof of insurance
to commencement of the Work, and signed by an officer of the Contractor and either the underwriter
or the broker.
.03 The Contractor shall, on request, promptly provide the Owner with a certified true copy of each
insurance policy exclusive of information pertaining to premium or premium bases used by the insurer
to determine the cost of the insurance. The certified true copy 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
.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
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OPS General Conditions of Contract-September 1999 Page 27
L
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 a written order to commence the Work,signed by the Contract Administrator.
.03 The Contractor shall have complete control of the Work and shall effectively direct and supervise the
Work so as to ensure conformity with the Contract Documents. The Contractor shall be responsible
for construction means, methods, techniques, sequences and procedures and for coordinating the
various parts of the Work.
.04 The Contractor shall have the sole responsibility for the design, erection, operation, maintenance and
removal of temporary structures and other temporary facilities and the design and execution of
construction methods required in their use.
.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 I'
the Occupational Health and Safety Act, R.S.O. 1990, c.0.1 (the "Act"), and Ontario Regulation
213/91 (which regulates Construction Projects) and any other regulations under the Act (the
"Regulations')which may affect the performance of the Work, as the "constructor' or"employer", as '
defined by the Act,as the case may be. The Contractor shall ensure that
a) worker safety is given first priority in planning, pricing and performing the Work;
b) its officers and supervisory employees have a working knowledge of the duties of a "constructor'
and"employer'as defined by the Act and the provisions of the Regulations applicable to the Work,
and a personal commitment to comply with them;
c) a copy of the most current version of the Act and the Regulations are available at the Contractors
office.within the Working Area, or, in the absence of an office, in the possession of the supervisor '
responsible for the performance of the Work;
d) workers employed to carry out the Work possess the knowledge, skills and protective devices
required by law or recommended for use by a recognized industry association to allow them to
work in safety;
e) its supervisory employees carry out their duties in a diligent and responsible manner with due
consideration for the health and safety of the workers;and
f) all Subcontractors and their employees are properly protected from injury while they are at the
work place.
.07 The Contractor when requested shall provide the Owner with a copy of its health and safety policy
and program at the pre-start meeting, and shall respond promptly to requests from the Owner for
confirmation that its methods and procedures for carrying out the Work comply with the Act and
Regulations. The Contractor shall cooperate with representatives of the Owner and inspectors
appointed to enforce the Act and the Regulations in any investigations of worker health and safety in
the performance of the Work. The Contractor shall indemnify and save the Owner harmless from any
additional expense which the Owner may incur to have the Work performed as a result of the
Contractor's failure to comply with the requirements of the Act and the Regulations.
Page 28 OPS General Conditions of Contract-September 1999
f the Work the Contractor shall provide to the Contract Administrator a list of
.08 Prior to commencement o p
those products controlled 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 labelled. The Contractor shall notify the Contractor Administrator of changes in
' writing and provide relevant Material Safety Data Sheets.
.09 The Contractor shall have an authorized representative on the site while any work is being performed,
to act for or on the Contractors behalf. Prior to commencement of construction, the Contractor shall
notify the Contract Administrator of the names, addresses, positions and telephone numbers of the
Contractors representatives who can be contacted at any time to deal with matters relating to the
Contract.
10 The Contractor shall, at no additional cost to the Owner, furnish all reasonable aid, facilities and
assistance required by the Contract Administrator for the proper inspection and examination of the
Work or the taking of measurements for the purpose of payment.
.11 The Contractor shall prepare, and update as required, a construction schedule indicating the timing of
the major and critical activities of the Work. The schedule shall be designed to ensure conformity
with the specified Contract Time. The schedule shall be submitted to the Contract Administrator
within 14 Days from the date of the Contract award.
.12 Where the Contractor finds any error, inconsistency or omission relating to the Contract, the
Contractor shall promptly report it to the Contract Administrator and shall not proceed with the activity
affected until receiving direction from the Contract Administrator.
.13 The Contractor shall arrange with the appropriate utility authorities for the stake out of all
underground utilities and service connections which may be affected by the Work. The Contractor
shall be responsible for any damage done to the underground utilities by the Contractors forces
during construction if the stake out locations are within the tolerances given in paragraph GC
2.01.01a).
GC 7.02 Layout
01 Prior to commencement of construction, the Contract Administrator and the Contractor will locate on
site those property bars, baselines and benchmarks which are necessary to delineate the Working
Area and to lay out the Work,all as shown on the Contract Drawings.
02 The Contractor shall be responsible for the preservation of all property bars while the Work is in
progress, except those property bars which must be removed to facilitate the Work. Any other
property bars disturbed, damaged or removed by the Contractors operations shall be replaced by an
Ontario Land Surveyor, at the Contractors 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 lay out and establish all lines and grades
necessary for construction. The Contractor shall notify the Contract Administrator of any layout work
carried out, so that the same may be checked by the Contract Administrator.
.05 The Contractor shall install and maintain substantial alignment markers and secondary benchmarks
as may be required for the proper execution of the Work. The Contractor shall supply one copy of all
alignment and grade sheets to the Contract Administrator.
1
OPS General Conditions of Contract-September 1999 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.
GC 7.03 Damage by Vehicles or Other Equipment
.01 If at any time, in the opinion of the Contract Administrator, damage is being done or is likely to be
done to any Roadway or any improvement thereon, outside the Working Area, by the Contractors
vehicles or other equipment, whether licensed or unlicensed equipment, the Contractor shall, on the
direction of the Contract Administrator, and at no extra cost to the Owner, make changes or
.substitutions for such vehicles or equipment, and shall alter loadings, or in some other manner,
:remove the cause of such damage to the satisfaction of the Contract Administrator.
GC 7.04 Excess Loading of Motor Vehicles
.01 Where a vehicle is hauling Material for use on the Work, in whole or in part upon a Highway, and '
where motor vehicle registration is required for such vehicle, the Contractor shall not cause or permit
such vehicle to be loaded beyond the legal limit specified In the Highway Traffic Act, R.S.O. 1990,
c.H.8, as amended, whether such vehicle is registered in the name of the Contractor or otherwise,
except where there are designated areas within the Working Area where overloading is permitted.
The Contractor shall bear the onus of weighing disputed loads.
GC 7.06 Condition of the Working Area
.01 The Contractor shall maintain the Working rea in a tidy condition and free from '
9 y m the accumulation of
debris, other than that caused by the Owner or others.
GC 7.06 Maintaining Roadways and Detours
.01 Where an existing Roadway is affected by construction, it shall be kept open to traffic, and the
Contractor shall, except as otherwise provided in this subsection, be responsible for providing and
maintaining for the duration of the Work, a road through the Working Area, whether along an existing
Highway, including the road under construction, or on detours within or adjacent to the Highway, in
accordance with the MUTCD.
.02 The Contractor shall not be required to maintain a road through the Working Area until such time as
the Contractor has commenced operations or during seasonal shut down or on any part of the
Contract that has been accepted in accordance with these General Conditions. The Contractor shall
not be required to apply 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 Contractors
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
.05 The Contractor shall maintain, in a satisfactory condition for traffic, a road through the Working Area,
at the Owner's expense. The road through the Working Area will include any detour constructed in
accordance with the Contract Documents or required by the Contract Administrator. Compensation
for all labour, equipment and materials to do this work shall be at the Contract prices appropriate to
the work and, where there are no such prices, at negotiated prices. Notwithstanding the foregoing,
the cost of blading required to maintain the surface of such roads and detours shall be deemed to be
included in the prices bid for the various tender items and no additional payment will be made.
.06 Where work under the Contract is discontinued for any extended period including seasonal shutdown,
the Contractor shall, when directed by the Contract Administrator, open and place the Roadway and
detours in a passable, safe and satisfactory condition for public travel.
.07 Where the Contractor constructs a detour which is not specifically provided for in the Contract
Documents, or required by the Contract Administrator, the construction of the detour and, if required,
the subsequent removal shall be performed at the Contractor's expense. The detour shall be
constructed and maintained to structural and geometric standards approved by the Contract
Administrator. Removal and site restoration shall be performed as directed by the Contract
Administrator.
.08 Where, with the prior written approval of the Contract Administrator, the Highway is dosed and the
traffic diverted entirely off the Highway to any other Highway,the Contractor shall, at no extra cost to
the Owner, supply,erect and maintain traffic control devices in accordance with the MUTCD.
09 Compliance with the foregoing provisions shall in no way relieve the Contractor of obligations under
subsection GC 6.01, Protection of Work, Persons and Property, dealing with the Contractor's
responsibility for damage claims, except for claims arising on sections of Highway within the Working
Area that are being maintained by others.
GC 7.07 Access to Properties Adjoining the Work and Interruption of Utility
Services
01 The Contractor shall provide at all times, and at no extra cost to the Owner,
a) adequate pedestrian and vehicular access; and
b) continuity of Utility services
to properties adjoining the Working Area.
.02 The Contractor shall provide at all times and at no extra cost to the Owner access to fire hydrants,
Nand water and gas valves located in the Working Area.
.03 Where any interruptions in the supply of Utility services are required and are authorized by the
Contract Administrator, the Contractor shall give the affected property owners notice in accordance
with subsection GC 7.11, Notices by the Contractor, and shall arrange such interruptions so as to
create a minimum of interference to those affected.
GC 7.08 Approvals and Permits
.01 Except as specified in subsection GC 4.02,Approval and Permits,the Contractor shall obtain and pay
for any permits, licenses,,and certificates which at the date of tender closing, are required for the
performance of the Work.
.02 The Contractor shall arrange for all necessary inspections required by the approvals and permits
specified in paragraph GC 7.08.01.
OPS General Conditions of Contract-September 1999 Page 31
GC 7.09 Suspension of Work
.01 The Contractor shall, upon written notice from the Contract Administrator, discontinue or delay any or
all of the Work and work shall not be resumed until the Contract Administrator so directs in writing.
Delays, in these circumstances,will be administered according to subsection GC 3.08, Delays.
GC 7.10 Contractor's Right to Stop the Work or Terminate the Contract
.01 If the Owner is adjudged bankrupt or makes a general assignment for the benefit of creditors because
of insolvency or if a receiver is appointed because of insolvency, the Contractor may, without
prejudice to any other right or remedy the Contractor may have, by giving the Owner or receiver or
trustee in bankruptcy written notice, terminate the Contract
.02 If the Work is stopped or otherwise delayed for a period of 30 Days or more under an order of a court
or other public authority and provided that such order was not issued as the result of an act or fault of
--the Contractor or of anyone directly employed or engaged by the Contractor, the Contractor may,
without prejudice to any other right or remedy the Contractor may have, by giving the Owner written
notice,terminate the Contract
.03 The Contractor may notify the Owner in writing, with a copy to the Contract Administrator, that the
Owner is in default of contractual obligations if,
a) the Contract Administrator fails to issue certificates in accordance with the provisions of Section
GC 8.0, Measurement and Payment;
b) the Owner fails to pay the Contractor, within 30 Days of the due dates identified in clause GC
8.02.03, Certification and Payment, the amounts certified by the Contract Administrator or within
30 Days of an award by an arbitrator or court;or
c) the Owner violates the requirements of the Contract
.04 The Contractor's written 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 as a result of the termination of the
Contract
GC 7.11 Notices by the Contractor
.01 13efore work is carried out which may affect the property or operations of any Ministry or agency of
government or any person, company, partnership or corporation, including a 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.
i
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Page 32 OPS General Conditions of Contract-September 1999
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
1 any loss, damage or expense occasioned thereby.
.02 Where the obstruction is a Utility or other man-made object, the Contractor shall not be required to
assume the risks and responsibilities arising out of such obstruction, unless the location of the
obstruction is shown on the plans or described in the specifications and the location so shown is
within the tolerance specified in paragraph GC 2.01.01 a), or unless the presence and location of the
obstruction has otherwise been made known to the Contractor or could have been determined by the
visual site investigation made by the Contractor in accordance with these General Conditions.
.03 During the course of the Contract, it is the Contractor's responsibility to consult with Utility companies
or other appropriate authorities for further information in regard to the exact location of these Utilities,
to exercise the necessary care in construction operations, and to take such other precautions as are
necessary to safeguard the Utility from damage.
GC 7.13 Limitations of Operations
.01 Except for such work as may be required by the Contract Administrator to maintain the Work in a safe
and satisfactory condition, the Contractor shall not carry on operations under the Contract on
Sundays without permission in writing from the Contract Administrator.
.02 The Contractor shall cooperate with other Contractors, Utility companies and the Owner and they
shall be allowed access to their work or plant at all reasonable times.
GC 7.14 Cleaning Up Before Acceptance
01 Upon attaining Substantial Performance of the Work, the Contractor shall remove surplus materials,
tools, construction machinery and equipment not required for the performance of the remaining Work.
The Contractor shall also remove all temporary works and debris other than that caused by the
Owner, or others and leave the Work and Working Area clean and suitable for occupancy by the
Owner unless otherwise specified.
02 The Work shall not be deemed to have reached Completion until the Contractor has removed surplus
' materials, tools, construction machinery and equipment. The Contractor shall also have removed
debris,other than that caused by the Owner,or others.
GC 7.15 Warranty
.01 The Contractor shall be responsible for the proper performance of the Work only to the extent that the
design and specifications permit such performance.
.02 Subject to the previous paragraph the Contractor shall correct promptly, at no additional cost to the
Owner,defects or deficiencies in the Work which appear,
a) prior to and during the period of 12 months from the date of Substantial Performance of the Work,
as set out in the Certificate of Substantial Performance of the Work,
b) where the work is completed after the date of Substantial Performance, 12 months after
Completion of the Work,
c) where there is no Certificate of Substantial Performance, 12 months from the date of Completion
of the Work as set out in the Completion Certificate, or
1 .
OPS General Conditions of Contract-September 1999 Page 33
d) such longer periods as may be specified for certain Materials or some of the Work.
The Contract Administrator will promptly give the Contractor written notice of observed defects or
deficiencies.
.03 The Contractor shall correct or pay for damage resulting from corrections made under the
requirements of paragraph GC 7.15.02.
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Page 34 ,
9 OPS General Conditions of Contract-September 1999
t
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
performed. The first estimate will be the quantity of Work performed since the Contractor
commenced the Contract, and every subsequent estimate, except the final one, will be of the quantity
of Work performed since the preceding estimate was made. The Contract Administrator will provide
the copy of each estimate to the Contractor within 10 Days of the Cut-Off Date.
.02 Such quantities for progress payments shall be construed and held to approximate. The final
quantities for the issuance of the Completion Certificate shall be based on the measurement of Work
completed.
.03 Measurement of the quantities of the Work performed will be either by Actual Measurement or by
Plan Quantity principles as indicated in the Contract Adjustments to Plan Quantity measurements
will normally be made using Plan Quantity principles but may, where appropriate, be made using
Actual Measurements. Those items identified on the Tender by the notation (P) in the unit column
shall be paid according to the Plan Quantity. Items where the notation (P) does not occur shall be
paid according to Actual Measurement
GC 8.01.02 Variations in Tender Quantities
.01 Where it appears that the quantity of Work to be done and/or Material to be supplied by the
Contractor under a unit price tender item will exceed or be less than the tender quantity, the
Contractor shall proceed to do the Work 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
unit prices stated in the Tender except as provided below:
a) In the case of a Major Item where the quantity of Work performed and/or Material supplied by the
Contractor exceeds the tender quantity by more than 15%, either party to the Contract may make
a written request to the other party to negotiate a revised unit price for that portion of the Work
performed and/or Material supplied which exceeds 115% of the tender quantity. The negotiation
shall be carried out as soon as reasonably possible. Any revision of the unit price shall be based
on the reasonable cost of doing the Work and/or supplying the Material under the tender item plus
a reasonable allowance for profit and applicable overhead.
b) In the case of a Major Item where the quantity of Work performed and/or Material supplied by the
Contractor is less than 85% of the tender quantity, the Contractor may make a written request to
negotiate for the portion of the actual overheads and fixed costs applicable to the amount of the
underrun in excess of 15%of the tender quantity. For purposes of the negotiation, the overheads
and fixed costs applicable to the item are deemed to have been prorated uniformly over 100% of
the tender quantity for the item. Overhead costs shall be confirmed by a statement certified by the
Contractors 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 Payment
GC 8.02.01 Price for Work
.01 Prices for the Work shall be full compensation for all labour, Equipment and Material required in its
performance. The term "all labour, Equipment and Material' shall include Hand Tools, supplies and
other incidentals.
OPS General Conditions of Contract-September 1999 Page 35
.02 Payment for work not specifically detailed as part of any one 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 W,'B'and'M'shall be assessed at the rate of 60%of the Contract price.
(2)Coarse and fine aggregates for hot mix asphaltic concrete, surface treatment and Portland
cement concrete shall be assessed at the rate of 25% of the Contract price for each
aggregate stockpiled.
ii. Commercial Sources
Payment for separated coarse and fine aggregates will be considered at the above rate when
such materials are stockpiled at a commercial source where further processing is to be carried
out before incorporating such materials into a final product. Advance payments for other
materials located at a commercial source will not be made.
c) Payment for all other materials, unless otherwise specified elsewhere in the Contract, shall be
based on the invoice price, and the Contractor shall submit proof of cost to the Contract
Administrator before payment can be made by the Owner.
d) The payment for all Materials shall be prorated against the appropriate tender item by paying for
sufficient units of the item to cover the value of the material. Such payment shall not exceed 80%
of the Contract price for the item.
e) All Materials for which the Contractor wishes to receive advance payment shall be placed in the
designated storage location immediately upon receipt of the material and shall thenceforth be held
by the Contractor in trust for the Owner as collateral security for any monies advanced by the
Owner and for the due completion of the Work. The Contractor shall not exercise any act of
ownership inconsistent with such security, or remove any Material from the storage locations,
except for inclusion in the Work,without the consent, in writing, of the Contract Administrator.
f) Such materials shall remain at the risk of the Contractor who shall be responsible for any loss,
damage,theft, improper use or destruction of the material however caused.
.02 Where the Owner makes advance payments subject to the conditions listed in paragraph GC
8.02.02.01, such payment shall not constitute acceptance of the Material by the Owner. Acceptance
shall only be determined when the material meets the requirements of the appropriate specification.
GC 8.02.03 Certification and Payment ,
y.
GC 8.02.03.01 Progress Payment Certificate
.01 The value of the Work performed and Material supplied will be calculated once a month by the
Contract Administrator in accordance with the Contract Documents and clause GC 8.01.01,
Quantities.
.02 The progress Payment Certificate will show,
a) the quantities of Work performed;
b) the value of Work performed; j
c) any advanced payment for Materials;
d) the amount of statutory holdback, liens, Owner's set-off;
e) the amount of GST as applicable;and
0 the amount due the Contractor.
Page 36
OPS General Conditions of Contrail-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 Administrator will set out in the Certificate of Subcontract Completion the date on which
the subcontract was completed and within 7 Days of the date the subcontract is certified complete,
the Contract Administrator will give a copy of the certificate to the Contractor and to the Subcontractor
concerned.
GC 8.02.03.03 Subcontract Statutory Holdback Release Certificate and Payment
.01 Following receipt of the Certificate of Subcontract Completion, the Owner will release and pay the
Contractor the statutory holdback retained in respect of the subcontract Such release shall be made
46 Days after the date the subcontract was certified complete and providing the Contractor submits
the following to the Contract Administrator
a) a document satisfactory to the Contract Administrator that will release the Owner from all further
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 satisfactory clearance certificate or letter from the Workplace Safety and Insurance Board
1 relating to the subcontract;and
d) a copy of the contract between the Contractor and the Subcontractor and a satisfactory statement
showing the total amount due the Subcontractor from the Contractor.
02 Paragraph GC 8.02.03.03.01 d),will only apply to Lump Sum Items and then only when the Contract
Administrator specifically requests it
.03 Upon receipt of the statutory holdback, the Contractor -shall forthwith give the Subcontractor the
payment due under the subcontract
.04 Release of statutory holdback by the Owner in respect of a subcontract shall not relieve the
Contractor, or the Contractor's Surety, of any of their responsibilities.
GC 8.02.03.04 Certification of Substantial Performance
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 Lien 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-September 1999 Page 37
.04 Where the Contractor fails to publish a copy of the Certificate of Substantial Performance as required v
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 Performance Payment and Substantial Performance Statutory
Holdback Release Payment Certificates
.01 When the Contract Administrator issues the Certificate of Substantial Performance the Contract
Administrator will also issue the Substantial Performance Payment Certificate and the Substantial
Performance Statutory Holdback Release Payment Certificate or where appropriate, a combined
-�gayment certificate.
.02 _The Substantial Performance Payment Certificate will show,
a) the value of Work performed to the date of Substantial Performance;
b) the value of outstanding or incomplete Work;
c) the amount of the statutory holdback, allowing for any previous releases of statutory holdback to
the Contractor in respect of completed subcontracts and deliveries of pre-selected equipment;
d) the amount of maintenance security required; and
e) the amount due the Contractor.
.03 Payment of the amount certified will be made within 30 Days of the date of issuance of the payment
certificate.
.04 The Substantial Performance Statutory Holdback Release Payment Certificate will be a payment
certificate releasing to the Contractor the statutory holdback due in respect of Work performed up to
the date of Substantial Performance. Payment of such statutory holdback shall be due 46 Days after
the date of 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 all liabilities incurred
:.,,by the Contractor and the Contractor's Subcontractors in carrying out the Contract have been
-'discharged except for statutory holdbacks properly retained;
c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board;and
d),_-proof of publication of the Certificate of Substantial Performance.
GC 8.02.03.06 Certification of Completion '
.01 Upon application by the Contractor, and when the Contract 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.
Page 38 OPS General Conditions of Contract-September 1999
GC 8.02.03.07 Completion Payment and Completion Statutory Holdback Release
Payment Certificates
.01 When the Contract Administrator issues the Completion Certificate, the Contract Administrator will
also issue the Completion Payment Certificate and the Completion Statutory Holdback Release
Payment Certificate or where appropriate, a combined payment certificate.
.02 The Completion Payment Certificate will show,
a) measurement and value of Work at Completion;
b) the amount of the further statutory holdback based on the value of further work completed over
and above the value of work completed shown in the Substantial Performance Payment Certificate
referred to above; and
c) the amount due the Contractor.
.03 The Completion Statutory Holdback Release Payment Certificate will be a payment certificate
releasing to the Contractor the further statutory holdback. Payment of such statutory holdback shall
be due 46 Days after the date of Completion of the Work as established by the Completion Certificate
but subject 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 where
appropriate;
b) a statutory declaration in a form satisfactory to the Contract Administrator that all liabilities incurred
by the Contractor and the Contractor's Subcontractors in carrying out the Contract have been
discharged,qualified by stated exceptions where appropriate; and
c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board.
GC 8.02.03.08 Interest
.01 Interest due the Contractor is based on simple interest and is calculated using the applicable Rate of
Interest.
GC 8.02.03.09 Interest for Late Payment
01 Provided the Contractor has complied with the requirements of the Contract including all
documentation requirements, when payment by the Owner to the Contractor for Work performed, or
for release of statutory holdback, is delayed by the Owner, then the Contractor shall be entitled to
receive interest on the outstanding payment at the Rate of Interest, if payment is not received on the
dates set out below.
a) Progress Payment Certificates: 30 Days after the Cut-Off Date;
b) Certificate of Subcontract Completion: 30 Days'after the date certified as the date on which the
. subcontract was completed;
c) Subcontract Statutory Holdback Release Payment Certificate: 76 Days after the date on which the
subcontract was completed;
d) Substantial Performance Payment Certificate: 30 Days after the date of issuance of the certificate.
e) Substantial Performance Statutory Holdback Release Payment Certificate: 76 Days after
publication of the Payment Certificate of Substantial Performance;
f) Completion Payment Certificate: 30 Days after the date certified as the date on which the
Contract reached Completion;
g) Completion Statutory Holdback Release Payment Certificate: 76 Days after the date certified as
the date which the Work was completed.
02 If the Contractor has not complied with the requirements of the Contract, including all documentation
requirements, prior to expiration of the time periods described in paragraph GC 8.02.03.09.01,
interest will only begin to accrue when the Contractor has completed those requirements.
OPS General Conditions of Contract-September 19% Page 39
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GC 8.02.03.10 Interest for Negotiations and Claims 3 t
.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.
.02 Where the Contractor does not attempt to resolve the negotiation or the claim in an expeditious
manner, interest shall be negotiable.
.03 Where the Contractor fails to give notice of a claim within the time limit prescribed by subsection GC
3.14, Claims, Negotiations, Mediation, interest shall not be paid.
.04 iVVhere a Contractor fails to comply with the 30-day time limit and the procedures prescribed in
paragraph GC 3.14.03.03 for submission of claims, interest shall not be paid for the delay period.
GC 8.02.03.11 Owner's Set-Off
.01 Pursuant to Section 12 of the Construction 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 deficiencies, the reduction in value of substandard portions of the Work,
claims for damages by third parties which have not been determined in writing by the Contractor's
insurer, undetermined claims by the Owner under paragraph GC 8.01.02.01 a), any assessment due
the Workplace Safety and Insurance Board and any monies to be paid to the 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 8.02.04.01 Definitions
.01 For the 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 respect of labour and supervision actively '
and necessarily engaged on the Work based on the recorded time and hourly rates of pay for such labour
and supervision, but shall not include any payment or costs incurred for general supervision,
administration of management time spent on the entire Work or any wages, salary or Payroll Burden for
which the Contractor is compensated by any payment made by the Owner for Equipment.
Cost of Material: means the cost of Material purchased, or supplied from stock, and valued at current
market prices, for the purpose of carrying out Extra Work, by the Contractor, or by others when such
arrangements have been made by the Contractor for completing the Work,as shown by itemized invoices.
Operated Rented Equipment: means Rented Equipment for which an operator is provided by the
supplier of the equipment and for which the rent or lease includes the cost of the operator.
Page 40 OPS General Conditions of Contract-September 1999
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 includes all work incidental thereto other than work on structures.
Sewer and Watermain Work: means the preparation, construction, finishing and construction
maintenance of sewer systems and watermain systems, and includes all work incidental thereto other than
work on structures.
Standby Time: means any period of time which is not considered Working Time and which together with
the Working Time does not exceed 10 hours in any one Working Day and during which time a unit of
equipment cannot practically be used on other work but must remain on the site in order to continue with
its assigned task and during which time the unit is in fully operable condition.
' Structure Work: means the construction, reconstruction, repair, alteration, remodelling, renovation or
demolition of any bridge, building,tunnel or retaining wall and includes the preparation for and the laying of
the foundation of any bridge, building, tunnel or retaining wall and the installation of equipment and
appurtenances incidental thereto.
The 127 Rate: means the rate for a unit of equipment as listed in OPSS 127, Schedule of Rental Rates
for Construction Equipment Including Model and Specification Reference, which is current at the time the
work is carried out or for equipment which is not so listed, the rate which has been calculated by the
Owner, using the same principles as used in determining The 127 Rates.
Work on a-rime and Material Basis: means Changes in the Work, Extra Work and Additional Work
approved by the Contract Administrator for payment on a Time and Material basis. The Work on a Time
and Material Basis shall be subject to all the terms, conditions, specifications and provisions of the
Contract
Working Time: means each period of time during which a unit of equipment is actively and of necessity
engaged on a specific operation and the first 2 hours of each immediately following period during which
the unit is not so engaged but during which the operation is-otherwise proceeding and during which time
the unit cannot practically be transferred to other work but must remain on the site in order to continue with
its assigned tasks and during which time the unit is in a fully operable condition.
GC 8.02.04.02 Daily Work Records
.01 Daily Work Records prepared as the case may be by either the Contractor's representative or the
Contract Administrator and reporting the labour and Equipment employed and the Material used on
each Time and Material project, shall be reconciled and signed each day by both the Contractor's
representative and the Contract Administrator.
GC 8.02.04.03 Payment for Work
.01 Payment as herein provided shall be full compensation for all labour, Equipment and Material to do
the Work on a Time and Material Basis except where there is agreement to the contrary prior to the
commencement of the Work on a Time and Material Basis. The payment adjustments on a Time and
Material basis shall apply to each individual Change Order authorized by the Contract Administrator.
OPS General Conditions of Contract-September 1 999 Page 41
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GC 8.02.04.04 Payment for Labour
.01 The Owner will pay the Contractor for labour employed on each Time and Material project at 135%of
the Cost of Labour up to $3000, then at 120% of any portion of the Cost of Labour in excess of
$3000.
.02 The Owner will make payment in respect of Payroll Burden for Work on a Time and Material Basis at
the Contractor's actual cost of Payroll Burden.
.03 At the Owners discretion, an audit may be conducted in which case the actual Payroll Burden so
determined shall be applied to all Time and Material work on the Contract
GC 8.02.04.05 Payment for Material
.01 The Owner will pay the Contractor for Material used on each Time and Material project at 120%of the
,sQost of the Material up to $3000, then at 115% of any portion of the Cost of Material in excess of
;$3000.
GC 8.02.04.06 Payment for Equipment
GC 8.02.04.06.01 Working Time
.01 The Owner will pay the Contractor for the Working Time of all equipment other than Rented
Equipment and Operated Rented Equipment used on the Work on a 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 Time of Rented Equipment used on the Work on a
Time and Material Basis at 110%of the invoice price approved by the Contract Administrator up to a
maximum of 110% of The 127 Rate. This constraint 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
approved by the Contract Administrator prior to the use of the equipment on the Work on a.Time and
Material Basis.
GC 8.02.04.06.02 Standby Time
.01 The Owner will pay the Contractor for Standby Time of Equipment at 35%of The 127 Rate or 35% of r
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 Time 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 Time and Material Basis to be returned to the lessor until the work requiring the
equipment can be resumed. The Owner will pay such costs as result from such return.
Page 42 OPS General Conditions of contract-September 1999
' .04 When Equipment is transported, solely for the purpose of the Work on a Time and Material Basis, to
or from the Working Area on a Time and Material basis, payment will be made by the Owner only in
' respect of the transporting units. When Equipment is moved under its own power it shall be deemed
to be working. The method of moving Equipment and the rates shall be subject to the approval of the
Contract Administrator.
GC 8.02.04.07 Payment for Hand Tools
.01 Notwithstanding any other provision of this Section, no payment shall be made to the Contractor for
or in respect of Hand Tools or equipment that are tools of the trade.
GC 8.02.04.08 Payment for Work By Subcontractors .
01 Where the Contractor arranges for Work on a Time and Material Basis, or a part of it, to be performed
by Subcontractors on a Time and Material basis and has received approval prior to the
commencement of such work, in accordance with the requirements of subsection GC 3.10,
Subcontracting by the Contractor, the Owner will pay the cost of Work on a Tme and Material Basis
by the Subcontractor calculated as if the Contractor had done the Work on a Time and Material Basis,
plus a markup calculated on the following basis:
a) 20%of the first$3,000; plus
b) 15%of the amount from$3,000 to$10,000; plus
c) 5%of the amount in excess of$10,000.
02 No further markup will be applied regardless of the extent to which the work is assigned or sublet to
others. If work is assigned or sublet to an associate, as defined by the Securities Act no markup
whatsoever will be applied.
' GC 8.02.04.09 Submission of Invoices
.01 At the start of the Work on a Time and Material Basis, the Contractor shall provide the applicable
labour and Equipment rates not already submitted to the Contract Administrator during the course of
such work.
.02 Separate summaries shall be completed by the Contractor according to the standard form"Summary
for Payment of Accounts on a Time and Material Basis". Each summary shall include the order
number and covering dates of the work and shall itemize separately labour, Materials and Equipment.
Invoices for Materials, Rented Equipment and other charges incurred by the Contractor on the Work
on a Time and Material Basis shall be included with each summary.
.03 Each month the Contract Administrator will include with the monthly progress payment certificate, the
costs of the Work on a Time and Material Basis incurred during- the preceding month all in
accordance with the contract administrative procedures and the Contractor's invoice of the Work on a
Time and Material Basis.
04 The final"Summary for Payment of Accounts on a Time and Material Basis"shall be submitted by the
Contractor within 60 Days after the completion of the Work on a Time and Material Basis.
GC 8.02.05 Final Acceptance Certificate
.01 After the acceptance of the Work the Contract Administrator will issue the Final Acceptance
Certificate, or, where applicable, after the Warranty Period has expired. The Final Acceptance
Certificate will not be issued until all known deficiencies have been adjusted or corrected, as the case
may be, and the Contractor has discharged all obligations under the Contract.
OPS General Conditions of Contract-September 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
original Records until 12 months after the Final Acceptance Certificate is issued or until all claims
have been settled, whichever is longer. The Contractor shall require that Subcontractors employed
by the Contractor preserve all original Records pertaining to the Work, Changes in the Work, Extra
Work and claims arising therefrom for a similar period of time.
.02 If, in the opinion of the Contract Administrator, Daily Work Records are required, such records shall
report the labour and Equipment employed and the Material used on any specific portion of the Work.
The Daily Work Records shall be reconciled with and signed by the Contractor's representative each
day.
.03 The Owner may inspect and audit the Contractors 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.
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OPS General Conditions of Contract-September 1999
' 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 d Contra*-September 1999 Page 45
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