HomeMy WebLinkAbout95-80 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 95- 80
Being a By-law to authorize a contract between
the Corporation of the Municipality of
Clarington and Ron Robinson Limited for the
Reconstruction of Trulls Road.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS
FOLLOWS:
1 . THAT the Mayor and Clerk are hereby authorized to execute, on
behalf of the Corporation of the Municipality of Clarington
with the Corporation Seal, a contract between Ron Robinson
Limited and said Corporation.
By-law read a first and second time this 12 day of June, 1995 .
By-law read a third time and finally passed this 12 day of June,
1995 .
ayor
er
4 '
MUNICIPALITY OF
_ �arington
ONTARIO
II
I
I
I
■
totten sims hubicki associates
engineers architects and planners
1
CORPORATION OF
THE MUNICIPALITY OF CLARINGTON
TRULLS ROAD RECONSTRUCTION
HIGHWAY NO. 2 TO
YORKVILLE DRIVE, COURTICE
CONTRACT NO. CL95-10
MAY 1995
totten sims hubicki associates
Engineers, Architects and Planners
' TSH No. 12-10436
' AGREEMENT
THIS AGREEMENT made in quintuplicate this 24th day of May 1995
iBETWEEN: RON ROBINSON LIMITED
of the Regional Municipality of Durham and Province of Ontario
hereinafter called the "Contractor"
THE PARTY OF THE FIRST PART
- and -
the CORPORATION OF THE MUNICIPALITY OF CLARINGTON
hereinafter called the "Purchaser"
THE PARTY OF THE SECOND PART
WITNESSETH, that the party of the first part, for and in consideration of the P a Y ment or
payments specified in the tender for this work hereby agrees to furnish all necessary machinery, tools,
equipment, supplies, labour, and other means of construction and, to the satisfaction of the Engineer, to do
all the work as described hereafter, furnish all the materials except as herein otherwise specified, and to
' complete such works in strict accordance with the plans, specifications and tender therefore, all of which are
to be read herewith and form part of this present agreement as fully and completely to all intents and
purposes as though all the stipulations thereof have been embodied herein.
Page 1 of 3
DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS
' CONTRACT NO. CL95-10, TRULLS ROAD RECONSTRUCTION,
HWY. NO. 2 TO YORKVILLE DRIVE, COURTICE
Addendum No. 1, dated May 8, 1995
Addendum No. 2, dated May 9, 1995
A. TENDER FORM: General Pages 1 and 2
Itemized Bid Pages 3 - 10
Bond
Schedule of Tender Data Page 12
B. INSTRUCTIONS TO TENDERERS Pages 1 to 4
C. SPECIAL PROVISIONS - GENERAL Pages 1 to 27
D. SPECIAL PROVISIONS - TENDER ITEMS Pages 1 to 10
E. STANDARDS
' F. BREAKDOWN SHEET
G. PLANS: Drawings No. 1 - 10, S1 - S3
H. STANDARD SPECIFICATIONS: the applicable edition of the following Ontario Provincial Standard
Specifications and Region of Durham Specifications, Schedules `C' and `D' revised March 1995.
OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 351 July 1994 501 Dec. 1987
128 Current 353 Sept. 1990 506 May 1994
201 Apr. 1987 405 Feb. 1990 510 Oct. 1993
206 Dec. 1993 407 Oct. 1989 570 Aug. 1990
310 Mar. 1993 408 Oct. 1989 571 Aug. 1990
314 Dec. 1993 410 Dec. 1988
I. GENERAL CONDITIONS: OPS General Conditions of Contract (August 1990)
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 Ninety (90) working days from the
commencement date of June 19, 1995.
' 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.
Page 2 of 3
r
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.
r
IN WITNESS WHEREOF, the Contractor and the Purchaser have hereunto signed their
names and set their seals on the day first above written.
SIGNED and sealed by the Contractor
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in the presence of )
1 )
1
SIGNED and sealed by the Purchaser
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in the presence of )
ian mre ayor
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Page 3 of 3
1
CONTRACT NO. CL95-10
MUNICIPALITY OF CLARINGTON
TRULLS ROAD RECONSTRUCTION
ADDENDUM NO. 1
Contractors are hereby notified of the following modifications to Contract No. C1,95-10.
ITEMIZED BID
Page 6 - Item No. 36
Description of Item for Item No. 36 is amended to read "Extra over Items No. 17 - 19 for ...........".
Page 7
The following Item shall be added to the Itemized Bid
' Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
3.06.01 CD 19 mm Dia. Test Point ea 1
Standard drawing for test point is attached.
SPECIAL PROVISIONS - TENDER ITEMS
Page 5
Sanitary Sewers - Items No. 2.01.01 - 2.01.07. Section .11.
"Granular A" on line 2 is deleted and replaced with "19 mm Crusher Run Limestone".
Delete the last sentence beginning with the words "The unit price bid ................".
Page 6
Service Connections - Items No. 2.03.01 and 2.03.04
Add note .3 as follows:
3 Sanitary sewer laterals shall be constructed to pass underneath the existing 400 mm dia.
watermain.
totten sims hubicki associates
Contract No. CL95-10
Municipality of Clarington, Trulls Road Reconstruction
Addendum No. 1 2
Page 8
Items - No. 3.01.02 - 3.01.04
Delete all reference in Section .16 to the Fifth Wheel Truck Stop water supply.
Add note as follows:
.2 Existing 400 mm diameter watermain is ductile iron.
All tenders shall be submitted on the basis of these modifications.
This addendum shall remain attached to and form part of all tenders submitted.
Totten Sims Hubicki Associates
513 Division Street, P.O. Box 910
COBOURG, Ontario
K9A 4W4
May 8, 1995
n84F-/8/2/10436/C
ttten sims hubicki associates
VALVE TO BE LOCKED AND
OPERATED BY REGIONAL
PERSONNEL ONLY
PROPOSED EXISTING DUCTILE IRON
PVC. WATERMAIN OR P.V.C. WATERMAIN
O O
MIN. 600 mm MIN. 600 mm
UP
O O
19 mm MAIN STOP TO BE
REMOVED AND REPLACED ;
WITH A 19 mm BRASS PLUG of
AFTER TESTING HAS BEEN
' COMPLETED 19 mm TYPE 'K'
COPPER
COPPER COMPRESSION JOINT ir
TO MALE I.P.T. COUPLING
• —FLOW
19 mm CORPORATION SERVICE TEE 19 mm BACKFLOW PREVENTER
MUELLER 12941, FORD T444-333, WATTS No. 90 OR APPROVED
CAMBRIDGE 7-07370 OR EQUAL
1 APPROVED EQUAL
19 mm CURB STOP MAY BE
OPERATED BY THE CONTRACTOR
NOTES
I. 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 MILLIMETRES EXCEPT WHERE NOTED
THE/7REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED
REVISION Ne. 2
APPROVED
19 mm TEST POINT BY—PASS a 19es os oe
E 1982 03 19 S-429
CONTRACT NO. CL95-10
tMUNICIPALITY OF CLARINGTON
TRULLS ROAD RECONSTRUCTION
ADDENDUM NO. 2
Contractors are hereby notified of the following modifications to Contract No. C1,95-10.
M
SPECIAL PROVISIONS - GENERAL
Page 12. Clause 18 - Maintenance of Traffic
Clause 18 is amended to read as follows:
Trulls Road shall be closed to through traffic for a maximum length of one block in the immediate
area of construction. Access for local traffic and pedestrian traffic shall be maintained. No
construction traffic shall be parked overnight within the travelled portion of the roadway.
The first four paragraphs of Clause 18 are deleted.
All tenders must be submitted on the basis of this modification.
This addendum shall remain attached to and form part of all tenders submitted.
Totten Sims Hubicki Associates
513 Division Street
P.O. Box 910
COBOURG, Ontario K9A 4W4
May 9, 1995
7803E/B8/D2110436/C
r
PROJECT: TENDER FOR CONTRACT NO. CL95-10
TRULLS ROAD RECONSTRUCTION, HWY. NO. 2
TO YORKVILLE DRIVE, COURTICE
AUTHORITY: CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT ADMINISTRATOR: TOTTEN SIMS HUBICKI ASSOCIATES
ENGINEERS, ARCHITECTS and PLANNERS
513 DIVISION STREET, P.O. BOX 910
COBOURG, ONTARIO. K9A 4W4
Telephone: 905: 372-2121 Fax: 905: 372-3621
' TENDERER: RON ROBINSON LIMITED
Name
463 Taunton Road E.
Oshawa, Ontario. L1H 7K5
Address (include Postal Code)
(905) 576-1100 (905) 432-1374
Telephone and Fax Numbers
' Ronald R. Robinson
Name of Person Signing
President
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
13833A1f 1
Page 1 of 12 pages
TENDER CONTRACT NO. CL95-10
1 To: The Mayor and Members of Council
Corporation of the Municipality of Clarington
Re: Contract No. CL95-10,
Trulls Road Reconstruction, Hwy. No. 2 to Yorkville Drive, Courtice
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 certified cheque in the amount specified in Clause 3 of the Instructions to
Tenderers, made payable to the Authority. This cheque 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.
jPage 2 of 12 pages
' ITEMIZED BID CONTRACT NO. CL95-10
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL95-10 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
' CD - Region of Durham Standard Specification
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
SECTION 1 - ROADWORKS
1. 201 Clearing and Grubbing LS $6,865.00
SP
2. 206 Earth Excavation(Grading) m3 11,500 $5.65 64,975.00
SP (P)
3. 310 Hot Mix H.L.-3A (Entrance) t 100 82.41 8,241.00
SP
4. 310 Hot Mix H.L.4 (Binder) t 2,420 35.54 86,006.80
SP
' 5. 314 Granular `A' t 5,500 11.28 62,040.00
SP
6. 314 Granular `B' t 13,000 7.70 100,100.00
SP
7. 351 Concrete in Sidewalk m2 2,065 33.32 68,805.80
SP
8. 353 Concrete Curb and Gutter (all in 1,955 28.61 55,932.55
SP types)
9. 405 150 mm dia. Pipe Subdrains in 1,950 9.04 17,628.00
SP with Geotextile
' 10. 410 150 mm Dia. PVC Storm m 735 56.50 41,527.50
SP Service Connection
11. 410 Storm Sewer Cleanouts ea 13 62.15 807.95
SP
12. 410 300 mm dia. CP Storm in 180 110.73 19,931.40
SP Sewer, Cl. 3 incl.
Excavation, Cl. `B' Bedding
and Native Backfill
Page 3 of 12 pages
ITEMIZED BID CONTRACT NO. CL95-10
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL95-10 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
13. 410 375 mm dia. CP Storm m 12 128.95 1,547.40
SP Sewer Cl. 3 incl. Excavation,
Cl. `B' Bedding and Native
Backfill
14. 410 450 mm C.P. Storm Sewer, m 40 150.31 6,012.40
SP Cl. 65-D incl. Excavation,
Cl. `B' Bedding and Native
Backfill
15. 410 750 mm CP Storm Sewer, m 28 234.23 6,558.44
SP Cl. 65-D incl. Excavation,
Cl. `B' Bedding and Native
Backfill
16. 410 900 mm C.P. Storm Sewer m 112 278.01 31,137.12
' SP Cl. 50-D incl. Excavation,
Cl. `B' Bedding and Native
Backfill
17. 410 1050 mm Dia. C.P. Storm m 103 352.95 36,353.85
SP Sewer Cl. 65-D incl.
Excavation, Cl. `B' Bedding
and Native Backfill
18. 410 1200 mm Dia. C.P. Storm m 198 422.20 83,595.60
SP Sewer, Cl. 65-D incl.
Excavation, Cl. `B' Bedding
and Native Backfill
19. 410 1350 Dia. C.P. Storm Sewer, m 206 501.44 103,296.64
SP Cl. 65-D incl. Excavation,
Cl. `B' Bedding and Native
' Backfill
20. 407 600 x 600 mm Storm Sewer ea 12 1,250.91 15,010.92
SP Catchbasin (OPSD 705.02
Mod.)
21. 407 600 x 1450 mm Storm Sewer ea 6 2,028.35 12,170.10
SP Twin Inlet Catchbasin (OPSD
705.01 Mod.)
Page 4 of 12 pages
ITEMIZED BID CONTRACT NO. CL95-10
' In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL95-10 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
22. 407 600 x 2510 mm Storm Sewer ea 2 2,553.80 5,107.60
SP Triple Inlet Catchbasin
(OPSD 705.05 Mod.)
23. 407 600 x 600 mm Storm Sewer ea 4 1,525.50 6,102.00
SP Ditch Inlet Catchbasin (OPSD
705.04 Mod.)
24. 407 600 x 1200 mm Storm Sewer ea 1 2,141.35 2,141.35
SP Ditch Inlet Catchbasin (OPSD
705.03 Type B Mod.)
25. 407 1800 mm dia. Precast Storm ea 1 4,943.75 4,943.75
SP Sewer manahole (OPSD
701.05 Mod.)
26. 407 2400 mm dia. precast storm ea 4 5,779.95 23,119.80
SP sewer manhole (OPSD
701.06 Mod.)
' 27. 408 Adjust Manholes ea 9 203.40 1,830.60
SP
28. 501 Water for Compaction and m3 950 7.91 7,514.50
Dust Suppression
29. 506 Calcium Chloride Flake kg 7500 0.61 4,575.00
30. 510 Removal of Sidewalk m2 33 9.04 298.32
' SP
31. 510 Removal of Curb and Gutter in 118 6.78 800.04
SP
32. 510 Removal of Pipe Culverts and in 218 6.78 1,478.04
SP Sewers
33. 510 Removal of Manholes and ea 4 203.40 813.60
SP Catchbasins
34. 570,571 Sod (Nursery, Unstaked) m2 12,000 3.02 36,240.00
SP including Topsoil (imported)
35. SP Miscellaneous Work LS 5,000.00
Page 5 of 12 pages
' ITEMIZED BID CONTRACT NO. CL95-10
' In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL95-10 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
36. SP Extra over Items 17 - 19 for in 250 7.23 1,807.50
Placing H.L.-8 Blend, Clear
Crushed Stone and Filter
Fabric in Place of Granular
`A' Bedding
Total Section 1 - (carried forward to Summary Page) 930,315.57
SECTION 2 - SANITARY SEWERS AND APPURTENANCES
2.01.00 CD/SP Pipe
.O1 Manhole #41-46 to 42-147 in 107.0 164.88 17,642.16
.02 Manhole #41-147 to 41-148 in 53.0 142.28 7,540.84
' .03 Manhole #41-148 to 41-149 in 77.0 142.28 10,955.56
.04 Manhole #41-149 to 41-150 in 76.0 142.28 10,813.28
' .05 Manhole #41-150 to 41-151 in 110.0 142.28 15,650.80
.06 Manhole #41-151 to #41-152 in 101.0 142.28 14,370.28
' .07 Extra over Items 2.01.01 - in 250 7.23 1,807.50
1.01.06 for Placing H.L.-8
Blend, Clear Crushed Stone
and Filter Fabric in Place of
Granular `A' Bedding
' 2.03.00 CD/SP Service Connections
.01 100 mm dia. in 540 60.86 32,864.40
.04 200 mm dia. in 37 100.41 3,715.17
2.04.00 CD/SP Manholes
' .04 Break into Existing ea 1 339.00 339.00
.05 Rebench Existing ea 1 282.50 282.50
.06 Rebuild Existing ea 5 621.50 3,107.50
.07 Manhole #41-147 LS 2,357.18
.08 Manhole #41-148 LS 2,357.18
Page 6 of 12 pages
ITEMIZED BID CONTRACT NO. CL95-10
' In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL95-10 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
.09 Manhole #41-149 LS 2,357.18
.10 Manhole #41-150 LS 2,285.99
' .11 Manholes #41-151 LS 2,285.99
' .12 Manhole #41-152 LS 2,214.80
Total Section 2 - (carried forward to Summary Page) 132,947.31
SECTION 3 - WATERMAIN AND APPURTENANCES
3.01.00 CD/SP Pipe
.02 150 mm PVC in 10 114.42 1,144.20
' .03 200 mm PVC in 32 135.66 4,341.12
.04 300 mm PVC in 17 174.05 2,958.85
3.03.00 CD/SP Valves
.02 150 mm dia. Gate Valve and ea 1 1,366.13 1,366.13
' Box
.03 200 mm dia. Gate Valve and ea 2 1,740.78 3,481.56
Box
.04 300 mm dia. Gate Valve and ea 1 2,840.10 2,840.10
Box
3.04.00 CD Hydrants
.07 Hydrant Extensions (150 mm ea 6 791.00 4,746.00
' to 750 mm Height)
3.05.00 CD/SP Services
' .01 19 mm main stop ea 30 122.21 3,666.30
.06 19 mm Curb Stop and Box ea 30 124.30 3,729.00
1 .11 19 mm dia. Copper Pipe in 310 28.58 8,859.80
3.06.04 CD 19 mm Dia. Test Point ea 1 452.00 452.00
Total Section 3 - (carried forward to Summary Page) 37,585.06
Page 7 of 12 pages
' ITEMIZED BID CONTRACT NO. CL95-10
' In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL95-10 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
SECTION 4 - GENERAL ITEMS
4.02.01 SP One Hundred Percent (100%)
' Performance and Guarantee LS 16,500.00
Maintenance Bond, Liability
Insurance and Labour and
' Material Payment Bond
4.03.01 SP Mobilization and LS 1,650.00
Demobilization
Total Section 4 - (carried forward to Summary Page) 18,150.00
1 1 1 1 T-7
SECTION 5 - CONTINGENCIES
Stone Below Pipe Bedding
1 0.00 m to 3.75 m m3 43.00
' .2 3.75 in to 5.25 in m3 46.00
.3 5.25 in to 6.75 in m3 51.00
' .4 6.75 in to 8.25 in m3 61.00
.5 8.25 in to 9.75 in m3 71.00
2. Extra Excavation in
Trenches
' 1 0.00 in to 3.75 in m3 12.00
.2 3.75 in to 5.25 in m3 15.00
' .3 5.25 in to 6.75 in m3 20.00
.4 6.75 in to 8.25 in m3 30.00
' .5 8.25 in to 9.75 in m3 40.00
3. Labour Rates (all inclusive)
1 Foreman (including Truck) hr 60.00
.2 Common labour hr 40.00
.3 Skilled Labour hr 42.00
Page 8 of 12 pages
ITEMIZED BID CONTRACT NO. CL95-10
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
for Contract No. CL95-10 for the following unit prices.
Item Spec. Description of Item Unit Quantity Unit Price Total
No. No.
' .4 Truck Driver hr 42.00
.5 Heavy Equipment Operator hr 44.00
' .6 Carpenter hr 43.00
4. Located WS or Main Valve
Box
1 Total Exposure ea 240.00
' .2 Partial Exposure ea 190.00
5. WS Box - Extra Over Item
' 4
1 New No. 9 Water Service ea 135.00
' 2 New Rod Only (Stainless) ea 55.00
.3 New Lid Only ea 34.00
.4 Rethreading only ea 48.00
.5 150 mm Extension ea 32.00
' .6 300 mm Extension ea 36.00
.7 450 mm Extension ea 42.00
' 8 600 mm Extension ea 47.00
6. Modify Exist. Main Valve
Box
1 Cut off threaded portion ea 106.00
' .2 New lid ea 37.00
.3 New Top Section ea 108.00
4 New extension Section ea 115.00
.5 New Bottom Section ea 190.00
.6 New Box Complete ea 290.00
Total - Section 5 (carried forward to Summary Page) $10,000.00
Page 9 of 12 pages
ITEMIZED BID CONTRACT NO. CL95-10
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified
' for Contract No. CL95-10 for the following unit prices.
Item Spec. Description of Item Unit I Quantity Unit Price Total
No. No.
i
1
i
SUMMARY: Total Section 1 - Roadworks $930,315.57
' Total Section 2 - Sanitary Sewers 132,947.31
Total Section 3 - Waterman 37,585.06
' Total Section 4 - General Items 18,150.00
Total Section 5 - Contingencies 10,000.00
' Total (excluding GST) 1,128,997.94
GST (7% of Total) 79,029.86
7 77=7
TOTAL TENDER AMUTINT $1,20$,U7 SU ;
' Tenderer's GST Registration No. R104 620 729
Page 10 of 12 pages
' BOND to be com leted b Bonding Com an _
AGREEMENT T• • w y � w y) CONTRACT NO CL�S 10
Bond No. 302015/52
' WE, the Undersigned, HEREBY AGREE to become bound as Surety for
RON ROBINSON LIMITED
' in a Performance Bond totalling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and a
Labour and Material Payment Bond totalling ONE HUNDRED PERCENT (100%) of the Total Tender
' amount, and conforming to the Instruments of Contract attached hereto, for the full and due performance of
the works shown or described herein, if the Tender for Contract No. CL95-10 is accepted by the Authority.
IT IS A CONDITION of this Agreement that if the above mentioned Tender is accepted,
' application for a Performance Bond and a Labour and Material Payment Bond must be made to the
Undersigned within TEN (10) DAYS of Notice of Contract Award, otherwise the Agreement shall be null
' and void.
DATED AT Toronto this 3rd day y of May 1995.
The Guarantee CoMpapy Company of North America
Name of Bonding Company
' Signature of Authorized Person
Signing for Bonding Company
(BONDING COMPANY SEAL)
Sheila E. Thompson, 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. CL95-10
' 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 - 10
Agreement to Bond Page 11
Schedule of Tender Data Page 12
' B. INSTRUCTIONS TO TENDERERS Pages 1 to 4
' C. SPECIAL PROVISIONS - GENERAL Pages 1 to 27
D. SPECIAL PROVISIONS - TENDER ITEMS Pages 1 to 10
E. STANDARDS
' F. BREAKDOWN SHEET
G. PLANS: Drawings No. 1 - 10, S1 - S3
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, Schedules `C' and `D'
revised March 1995.
' OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 351 July 1994 501 Dec. 1987
' 128 Current 353 Sept. 1990 506 May 1994
201 Apr. 1987 405 Feb. 1990 510 Oct. 1993
206 Dec. 1993 407 Oct. 1989 570 Aug. 1990
' 310 Mar. 1993 408 Oct. 1989 571 Aug. 1990
314 Dec. 1993 410 Dec. 1988
' I. GENERAL CONDITIONS: OPS General Conditions of Contract (August 1990)
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. CL95-10, executed by me/us bearing date the 12th
day of Maw_ 1995.
SIGNATURE
POSITION: President ( SE Jr
NAME OF FIRM: RON ROBINSON LIMITED
This is Page 12 of 12 Pages to be submitted as the Tender Submission for Contract No. CL95=10.
i
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL95-10
INSTRUCTIONS TO TENDERERS
INDEX
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL95-10
CLAUSE SUBJECT PAGE
i1. 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) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
10. EXECUTE CONTRACT 3
11. LOCATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
12. SOILS INFORMATION AND CROSS-SECTIONS . . . . . . . . . . . . . . . . . . . . . . . . . 3
13. TENDERERS TO INVESTIGATE 3
14. INQUIRIES DURING TENDERING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
15. AWARD OF THE CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
16. DEFINITION OF OWNER/AUTHORITY AND
ENGINEER/CONTRACT ADMINISTRATOR . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
17. ADDENDA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
18. UTILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
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PAGE ONE
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL95-10
1. GENERAL
SEALED Tenders plainly marked "Contract No. CL95-10" will be received until:
2:00 P.M., LOCAL TIME, FRIDAY, MAY 12, 1995
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
forms provided, shall be submitted. All information requested
One copy of the Tender, on the p equ ed
shall be shown in the tender, in the space provided.
3. TENDER DEPOSITS
All tenders shall be accompanied by a certified cheque in the minimum amount defined below,
made payable to the Authority, as a guarantee for the execution of the Contract.
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Total Tendcr �mgnnt M1nimutrt Deport
Required
$ 20,000.00 or less $500.00
20,000.01 to 50,000.00 1,000.00
50,000.01 to 100,000.00 2,000.00
100,000.01 to 250,000.00 9,000.00
250,000.01 to 500,000.00 19,000.00
500,000.01 to 1,000,000.00 40,000.00
1,000,000.01 to 2,000,000.00 75,000.00
2,000,000.01 and over 150,000.00
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. CL95-10 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, including Goods
and Services Tax, 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.
' 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.
' S. PROVINCIAL SALES TAX
Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this
Contract.
9. GOODS AND SERVICES TAX (GST)
The Tenderer shall NOT include any amount in his tender unit prices for the Goods and
Services Tax. The GST will be shown on each payment certificate and will be paid to the
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL95-10 3.
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.
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.
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. LOCATION
The work is located on Trulls Road from Highway No. 2 to Yorkville Drive, Courtice.
12. SOILS INFORMATION AND CROSS-SECTIONS
A foundation investigation has been undertaken on behalf of the Authority and the report and
other findings are available for review at the office of the Contract Administrator. The
information provided is for guidance only and is not guaranteed by the Authority. No test pits
will be excavated.
Design cross-sections may also be viewed for information purposes at the same location.
13. 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.
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL95-10 4.
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.
' 14. INQUIRIES DURING TENDERING
The Tenderer is advised that inquiries regarding the interpretation of the plans or specifications,
shall be directed to the Contract Administrator, Totten Sims Hubicki Associates,
Telephone: 905-372-2121, attention: R.A. Kempton, P.Eng., or W. McCrae, P.Eng.
15. AWARD OF THE CONTRACT
The award of this Contract is subject to the approval of the Ministry of Transportation, Ontario,
the Regional Municipality of Durham and the Municipality of Clarington.
16. DEFINITION OF OWNER/AUTHORITY AND
ENGINEER/CONTRACT ADMINISTRATOR
Wherever the word Owner, or Authority or Corporation" appears in this Contract, it shall
' be interpreted as meaning the "Corporation of the Municipality of Clarington".
Wherever the word "Ministry",, M.T.C. ,or M.T.O appears it shall be deemed to mean the
"Ministry of Transportation, Ontario" or the "Corporation of the Municipality of Clarington.
Wherever the word "Contract Administrator" or "Engineer" appears in this Contract it shall be
deemed to mean the Consultants, Totten Sims Hubicki Associates, or such other officers, as may
be authorized by the Authority to act in any particular capacity.
17. 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.
18. UTILITIES
' Plans illustrating proposals for the relocation of utilities are available for inspection at the office
of the Contract Administrator.
For additional information regarding existing utilities the Contractor may contact the following
personnel:
Ontario Hydro: Mr. Scott Goodhand Consumers Gas: Mr. Cliff Clark
Tel: 905-623-2561 Tel: 905-668-9341
Bell Canada: Mr. Brian Middleton Cable TV: Mr. Bernie Visser
Tel: 905-697-5821 Tel: 905-579-1601
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
1 CONTRACT NO. CL95-10
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SPECIAL PROVISIONS - GENERAL
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INDEX
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL95-10
CLAUSE SUBJECT PAGE
1. PLAN QUANTITY ITEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2. GUARANTEED MAINTENANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE 2
5. OPS GENERAL CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
6. REVISION TO OPS GENERAL CONDITIONS . . . . . . . . . . : . . . . . : . . : . . . 3
7. LAYOUT 3
8. LABOUR CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
9. RESTRICTIONS ON OPEN BURNING 8
10. SUPPLY OF MATERIALS 8
11. PAYMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
12. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND
USED BY THE CONTRACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
13. UTILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
14. HAUL ROADS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
' 15. DUST CONTROL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
16. TRAFFIC CONTROL, FLAGGING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
17. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS . . . . . . . . . . . . . . . . . . . 12
' 18. MAINTENANCE OF TRAFFIC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
19. EMERGENCY AND MAINTENANCE MEASURES . . . . . . . . . . . . . . . . . . . . . . . 13
20. ENGINEERING FIELD OFFICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
21. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL . . . . . . . . . . . . 14
22. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED
SUBSTANCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
23. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS) . . . . . 20
24. SPILLS REPORTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
25. TRAFFIC AND STREET SIGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
26. GARBAGE COLLECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
27. ASPHALT MIX DESIGNS 21
28. CONCRETE MIX DESIGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
29. TREE PROTECTION . . . . . . . . . . . . . . . . . 24
• , . . . . . . . • . . • . . . . . . • . • . , • .
30. APPLICABLE STANDARD SPECIFICATIONS 25
31. AMENDMENT TO OPSS 102 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
' 32. GOVERNMENTAL REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
33. DELIVERY OF TEST SAMPLES 26
34. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED
SPACES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
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PAGE ONE
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10
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
The Contractor shall guarantee and maintain the entire work called for under this Contract for a
period of twenty-four (24) months in accordance with Section GC7.15.02 of the General
Conditions.
The Contractor shall make good in a permanent manner, satisfactory to the Authority, any and
all defects or deficiencies in the work, both during the construction and during the period of
maintenance as aforesaid. The Contractor shall commence repairs on any work identified as
defective under this clause within 48 hours of receipt of notice from the Authority or the
Contract Administrator.
The decision of the Authority and the Contract Administrator shall be final as to the necessity
for repairs or for any work to be done under this Section.
3. CONTRACT TIME AND LIQUIDATED DAMAGES
(1) Time
Time shall be the essence of this contract.
For purposes of this Contract, GC 1.04 of the General Conditions is revised, in that Contract
Time means the time stipulated herein for Completion of the Work as defined in Clause
GC 1.06.
(2) Progress of the Work and Contract Time
The charging of working days shall commence on June 19. 1995 and the Contractor
shall diligently prosecute the work on this contract to completion on or before the expiration
of Ninet�(90) 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. CL95-10 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 GC 1.04 is modified by the addition of the following under
Paragraph (a):
Except any day from inclusive, even though the Contractor may
elect to carry out any approved work as called for under this Contract during this period.
The Contract Administrator will furnish to the Contractor for his signature a weekly
"Statement of Record of Working Days". The Contractor will be allowed two weeks in
which to 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
1 payable under this paragraph are in addition to and without prejudice to any other remedy,
action or other alternative that may be available to the Authority.
4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE
Authorized representative as referenced in GC7.01.07 is defined as an employee of the
Contractor.
5. OPS GENERAL CONDITIONS
Wherever in this Contract reference is made to the General Conditions, it shall be interpreted as
meaning the OPS General Conditions of Contract, August 1990.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 3,
6. REVISION TO OPS GENERAL CONDITIONS
Payment on a Time and Material Basis:
Section GC8.02.04.01, Definitions, is hereby revised by the addition of the following under
"Payroll Burden":
Payment in respect of payroll burden shall be made at the following rates currently in effect:
(i) Road Work - 26 percent of the wages and salary portion of the labour costs.
' (ii) Structure Work - 30 percent of the wages and salary portion of the labour costs.
7. 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:
tThe 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.
8. 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.
SPECIAL PROVISIONS -GENERAL
CONTRACT NO. CL95-10 4.
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) in 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.
' (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 hereunder for the
appropriate classification of such work or not less than such other wage rates as, during the
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SPECIAL PROVISIONS - GENERAL
' CONTRACT NO. CL95-10 5.
' 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 hereunder, 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
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.
SPECIAL PROVISIONS -GENERAL
' CONTRACT NO. CL95-10 6.
' Minist ry 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.
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."
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SPECIAL PROVISIONS - GENERAL
' CONTRACT NO. CL95-10 7.
' 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'.
rRoom 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 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.
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SPECIAL PROVISIONS - GENERAL
' CONTRACT NO. CL95-10 8.
9. 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.
10. 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 following:
' 6.05.05 Cable, extra low voltage (121.063)
6.80.30 Filler, Petrolatum (121.120)
6.85 Traffic Signal/Flasher Equipment
6.85.25 Flasher Beacon, Aluminum (121.310)
' 9.15.70 Bearings Rotational
9.20.10 Coal Tar Epoxy
(2) By the addition of the following:
9.15.71 Bridge Rotational, Pot, Class lA
9.20.10 (Structural Steel) Coal Tar Epoxy
9.20.15 (Structural Steel) Coal Tar Epoxy
SPECIAL PROVISIONS - GENERAL
' CONTRACT NO. CL95-10 9.
11. PAYMENTS
1 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 45 days from the date of completion of the work as established by the Completion
Certificate, 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 to 2-1/2%, the Contractor shall supply a Statutory Declaration as defined in
GC8.02.03.07 03(b).
' The Completion Payment Certificate to include statutory holdback release, will be issued within
120 days after the date for completion as specified under GC1.06. The date for interest due to
' late payment shall commence following 180 days after the date of completion of the work.
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.
1
i
1
i
SPECIAL PROVISIONS - GENERAL
iCONTRACT NO. CL95-10 10.
' 12. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND
USED BY THE CONTRACTOR
iUpon 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 any
ipurpose in conjunction with the Contract, as follows:
Date .......................
i To: Mr. W.A. Evans, P.Eng.
Director, Public Works Department
Municipal Administration Centre
Corporation of the Municipality of Clarington
40 Temperance Street
Bowmanville, Ontario. L1C 3A6
' Re: Contract No. CL95-10
iDear 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.
iYours very truly,
..................................
Signature
' Property Owner's Name............................Lot......Concession..........
' Municipality of ........................................
(Please complete above in printing)
Final payment will not be released to the Contractor until all the applicable forms of release
rhave been signed by the property owners and received by the Authority.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 11.
13. UTILITIES
Sections GC2.01 and GC7.12 02) of the General Conditions are deleted in their entirety and are
replaced by the following:
1 The Contractor shall be responsible for the protection of all utilities at the job site during the
time of construction.
The Authority will be responsible for the relocation of utilities where required. However, no
claims will be considered which are based on delays or inconvenience resulting from the
relocation not being completed before the start of this Contract.
The location and depth of underground utilities shown on the Contract drawings, are based on
the investigations made by the Authority. It is, however, the Contractor's responsibility to
contact the appropriate agencies for further information in regard to the exact location of all
utilities, to exercise the necessary care in construction operations and to take such other
precautions as are necessary to safeguard the utilities from damage.
14. 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.
15. 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.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 12.
16. TRAFFIC CONTROL, FLAGGING
Flagging for traffic control on this Contract shall be in conformance with the procedure outlined
in the pamphlet entitled "Correct Methods for Traffic Control" issued by the Construction Safety
Associations of Ontario. Copies of this pamphlet may be obtained by request from the Ministry
of Transportation's District Office.
Each flagman shall, while controlling traffic, wear the following:
(i) an approved fluorescent blaze orange or fluorescent red safety vest, and
(ii) an approved fluorescent blaze orange or fluorescent red armband on each arm, and
(iii) an approved fluorescent blaze orange or fluorescent red hat.
17. 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 ovided in general accordance with the latest edition of the "Manual of
P
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:
51 t 1'KTurn>rear sign Message ...M. le h'ed
TC1 CONSTRUCTION (AHEAD) 7
TC-41A CONSTRUCTION ZONE BEGINS 7
TC-41B CONSTRUCTION ZONE ENDS 7
Traffic controls shall be operational before work affecting traffic begins.
18. MAINTENANCE OF TRAFFIC
Trulls Road and intersecting side streets shall be open to one lane of traffic at all times during
construction.
The full roadway width will remain open to traffic in areas not immediately affected by
construction. Restriction to one lane will be allowed only in areas of active construction
operations, and will be restricted to a maximum length of one block.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 13.
No construction equipment will be parked overnight within the travelled portion of the roadway.
Full traffic flow shall be reinstated at the end of each working day.
No deviation from the above procedure will be allowed except with the approval of the
Engineer.
Notwithstanding the preceding, the Contractor shall at all times maintain the roadway surface
within the contract limits in a condition satisfactory to the Engineer and such that any emergency
vehicles may have immediate access to any building located within the limits of this contract.
The Contractor shall be responsible for all signing at the contract limits and within the contract
limits. The Contractor shall ensure the signing is properly maintained while in use. It shall be
the Contractor's responsibility to directly notify Police, Fire, Hospital and Ambulance services
of road restrictions at least 24 hours in advance of such restrictions and to notify these same
authorities when lane reductions are no longer in effect.
The Contractor should be aware that private building activity may be ongoing on the townhouse
and office sites during the performance of this Contract. Access to these sites shall be
maintained at all times to allow the delivery of building materials and equipment. Access to
other private driveways shall be maintained where possible.
19. 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.
20. 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 in 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
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 14.
Contractor shall supply electric light, and heat when required, to the Contract Administrator's
satisfaction and shall furnish the office with a minimum of one desk, one drafting table, two
chairs, two drafting stools, one filing cabinet and a broom.
Where the Contractor elects to supply a combination office for the use of the Contract
Administrator and his own staff, the minimum requirements for the Contract Administrator's
accommodation as outlined shall be met. In addition, separate outside access for each office
shall be provided and the Contract Administrator's office shall be partitioned off from that of the
Contractor, on the inside. Any inside connecting door between the two offices shall be fitted
with a lock or closer on the Contract Administrator's side.
Where the field office is situated remote from a built-up area and where alternate toilet facilities
are not available, the Contractor shall also supply an acceptable chemical or equivalent dry
toilet, in a location convenient to the Contract Administrator's office.
The field office and other facilities shall be provided at the site within 14 days of the Date of
Notification to Commence Work or on the date of the Contractor's actual commencement of
work, whichever date occurs first, and shall remain at the site, if the Contract Administrator so
requires, for a period of up to two months after the completed work is accepted by the
Authority.
With the office the Contractor shall also include the supply of an OKI Model 710 portable
cellular phone as supplied by Rogers Cantel or approved equal, complete with batteries, charger,
cigarette lighter adapter and operations manual, for the use of the Contract Administrator. 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.
21. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL
(1) Scope
This special provision defines the requirements for management and disposal of excess
aggregate, rock, earth, swamp material, bituminous pavement, portland cement concrete,
masonry, manufactured wood materials, natural wood materials, debris from open burning, and
fabricated metal and plastic products.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 15.
° These requirements are in addition to those specified elsewhere in the Contract and do not
relieve the Contractor of obligations imposed by the Contractor's Certificate of Approval for a
Waste Management System.
(2) Definitions
Bituminous pavement: means any combination of asphaltic material and aggregate.
Construction 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.
Disposable fill: means excess material that is not disposed of at a certified disposal site, and
that is disposed of as fill, other than in embankments.
Earth: means earth as defined in OPSS 206, excluding any material not classified as soil.
Excess material: means aggregate, rock, earth, swamp material, bituminous pavement, portland
cement concrete, masonry, manufactured wood materials, natural wood materials, debris from
open burning, and fabricated metal and plastic products that result from construction specified in
the Contract and for which neither disposal nor use is elsewhere directed in the Contract.
Fabricated metal and plastic products: means metal and plastic products such as culverts, fence
materials, and guide rails, but does not include containers, other packaging materials, storage
tanks, septic tanks, and ancillary equipment associated with sanitary sewage systems, septic
systems, and fuel/lubricant dispensing and storage systems.
Manufactured wood: means wood that is not entirely natural wood.
Masonry: means clay brick and associated mortar.
Natural wood: means stumps, trunks, branches, and debris from tree and shrub removal, and
wood products that are not treated, coated or glued.
Portland cement concrete: means concrete produced with portland cement, and includes
concrete mixtures with portland cement, blended hydraulic cement, supplementary cement
materials, spent debris and silica sand abrasive blasting media from abrasive cleaning of
concrete and reinforcing steel, and can include embedded steel.
Re-use: means utilization, processing or re-processing of excess material into a construction
material or other useful product, and disposal by these means, and includes stockpiling for re-
use.
Rock: means rock as defined in OPSS 206.
Swamp material: means swamp material as defined in OPSS 209, excluding any material not
classified as muskeg.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 16.
Waste: means excess material that is not managed by re-use, open burning, or as disposable
fill.
�■ (3) Submission and Notification Requirements
3.1 Notification of Site Selection and Property Owner Release
Written permission shall be obtained from the Owner of property that is not owned by the
Authority or designated for use in this Contract, prior to its use for any of the following:
(a) Stockpiling for re-use.
(b) Stockpiling for disposable fill.
(c) Management as disposable fill.
A copy of this permission shall be provided to the Contract Administrator a minimum of two
weeks prior to commencement of such work.
Upon completion of such work, a copy of a Property Owner's Release as set out elsewhere in
the Contract shall be supplied to the Contract Administrator.
3.2 Notification to Ministry of the Environment
Prior to commencement, written notification of the location(s) of the following shall be provided
to the Ministry of the Environment (MOE):
(a) Management of bituminous pavement and portland cement concrete as disposable fill
outside the road allowance, right-of-way, or other Authority property, and
(b) Open burning.
In the event that MOE has concerns with the above location(s), further notification shall be
provided until MOEE concerns are addressed.
The MOEE Office to be notified is located at: 7 Overlea Boulevard, Toronto, Ontario.
M4H 1A8.
A copy of the notification shall be provided to the Contract Administrator a minimum of two
weeks prior to the commencement of such work.
3.3 Submission of Certificate of Approval
Where Section 4.5 of this special provision requires a Certificate of Approval for a Waste
Management System, a copy of the Certificate shall be supplied to the Engineer prior to
transporting excess material from the construction area.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 17.
(4) Conditions for Management of Excess Material
4.1 General
Except as otherwise specified in the Contract, excess material shall be managed by one or a
combination of the following:
(a) Re-use.
(b) Disposable fill.
(c) Open burning.
(d) Disposal as waste.
It is the Contractor's responsibility to obtain any approvals and agreements, either directly or in
response to notification as specified in Section 3 above, that are required to implement the
Contractor's strategy for the management of excess material.
4.2 Conditions on Management by Re-use
Management by re-use for incorporation into the work shall be as permitted in the Contract.
Management by re-use shall otherwise be outside the road allowance or right-of-way.
Management by re-use for both incorporation into the work and other re-use shall be subject to
the following conditions:
Except where used in base, sub-base, shouldering material or recycled hot mix,excess
material consisting of bituminous pavement that is managed by re-use shall be placed:
(a) A minimum of 30 in from bodies of water and watercourses, excluding ditches with
"V" bottoms;
(b) A minimum of 100 in from any water wells.
Except for cutting for construction purposes, excess material consisting of manufactured
wood shall not be reprocessed or further processed.
4.3 Conditions on Management as Disposable Fill
Management as disposable fill within the road allowance, right-of-way, and on other property
designated in the Contract shall be specified in the Contract.
Management as disposable fill shall otherwise be outside the road allowance or right-of-way and
shall be subject to the following conditions:
Swamp material, bituminous pavement, portland cement concrete, masonry, natural wood,
and debris from open burning that are managed as disposable fill shall be placed:
(a) A minimum of 30 in from bodies of water and watercourses, excluding ditches with
"V" bottoms.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 18.
(b) A minimum of 100 in from any water wells.
(c) A minimum of 100 in from individual dwellings and a minimum of 460 m from
residential development, and
(d) A minimum of 2 in above the level of the groundwater.
Bituminous pavement, portland cement concrete, masonry, natural wood, and debris from
open burning, that are managed as disposable fill shall be covered by a minimum of
100 mm of earth or topsoil.
4.4 Conditions on Management by Open Burning
Management by open burning shall be subject to the following conditions:
Open burning shall be limited to natural wood, confined to daylight hours, and tended at
all times.
Open fires shall be located within the construction area only, no closer than 150 in to any
dwelling, and shall be conducted in a manner that prevents odour, excessive smoke, or
other material discomfort to nearby recipients, and prevents any decrease in visibility on
any highway.
Open fires shall not be started on days of adverse weather such as rain, fog, or other
conditions that prevent the ready dispersion of smoke. During the fire season this
condition may be exempted in the fire zone, provided there are no dwellings within 600 m.
Debris from open fires shall be managed in compliance with Section 4.3, or Section 4.5 of
this special provision.
4.5 Conditions on Management by Disposal as Waste
Waste shall be managed as non-hazardous solid industrial waste or commercial waste.
Management by disposal as waste be subject to the following conditions:
Waste shall be transported from the construction site to a site that has a Certificate of
Approval for a Waste Disposal Site that is valid for non-hazardous solid industrial or
commercial waste.
Waste may be transported by a hauler who is engaged in other work on the Contract,
without a Certificate of Approval for a Waste Management System, provided the waste is
transported from the work area directly to the disposal site.
Waste shall otherwise be transported by a hauler with a Certificate of Approval for a
Waste Management System that is valid for the following:
(a) The entire period of the work.
(b) The entire area within the limits of the work and the entire haul route.
(c) The equipment to be utilized; and
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 19.
(d) Non-hazardous solid industrial or commercial waste.
(5) Basis of Payment
Payment for the management and disposal of excess material shall be deemed to be included in
the tender items requiring such management and disposal, and shall include all costs associated
with acquiring approvals, releases and agreements.
22. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES
In accordance with the requirements of Section 18a(1) of the Occupational Health and Safety
Act, the Authority has determined that the designated substances as listed hereunder are present
on the site and within the limits of this Contract.
D ted Substance Tdentified:on this Site Location
Acrylonitrile No
Arsenic No
Asbestos No
Benzene No
Coke Oven Emissions No
Ethylene Oxide No
Isocynates No
Lead No
Mercury No
Silica No
Vinyl Chloride No
It is the responsibility 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.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 20.
Prior to commencement of this work, the Contractor shall provide written notification to the
Ministry of the Environment at 7 Overlea Boulevard, Toronto, Ontario. M4H 1A8, of the
location(s) proposed for disposal of Designated Substances. A copy of the notification shall be
provided to the Contract Administrator a minimum of two weeks in advance of work starting.
In the event that the Ministry of the Environment has concerns with any proposed disposal
location, further notification shall be provided until the Ministry of the Environment's concerns
have been addressed.
All costs associated with the removal and disposition of Designated Substances herein identified,
shall be deemed to be included in the appropriate tender items.
Should a Designated Substance not herein identified be encountered in the work, then
management of such substance shall be treated as Extra Work.
MATERIAL INFORMATION SYSTEM I
23. WORKPLACE HAZARDOUS (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.
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24. SPILLS REPORTING
Spills or discharges of pollutants or contaminants under the control of the Contractor, and spills
or discharges of pollutants or contaminants that are a result of the Contractor's operations that
cause or are likely to cause adverse effects shall forthwith be reported to the Contract
Administrator. Such spills or discharges and their adverse effects shall be as defined in the
Environmental Protection Act R.S.O. 1980.
All spills or discharges of liquid, other than accumulated rain water, from luminaires, internally
illuminated signs, lamps, and liquid type transformers under the control of the Contractor, and
all spills or discharges from this equipment that are a result of the Contractor's operations shall,
unless otherwise indicated in the Contract, be assumed to contain PCB's and shall forthwith be
reported to the Contract Administrator.
This reporting will not relieve the Contractor of his legislated responsibilities regarding such
spills or discharges.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 21.
25. TRAFFIC AND STREET SIGNS
The Contractor will be responsible for the removal and salvage of existing traffic and street
signs, and their delivery to the Authority's Works Department Yard, for re-erection by the
Authority following completion of the work.
Scheduling for sign removal shall be as approved in advance by the Contract Administrator.
Regulatory signs such as "Stop" and "Yield" must be maintained throughout.
26. 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 BFI
Disposal, McKnight Road, Courtice at 905: 433-5075. Recyclable material is handled by Miller
Waste Systems at 905-475-6356.
27. 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.
28. 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.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 22.
1 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.
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.
(A) 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.
(B) 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:
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 23.
(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 I 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.
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
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL95-10 24.
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.
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).
29. TREE PROTECTION
General Constraints/Requirements
Protection from the Contractor's operations of trees not designed for removal shall be ensured
by, but not restricted to, the following:
The Contractor shall ensure that his operations do not cause flooding or sediment deposition on
areas where trees not designated for removal are located.
Unless the contract requires work within the dripline of trees not designated for removal,
equipment shall not be operated within that dripline area. When the Contract requires work
within the dripline of trees not designated for removal, operation of equipment within the
dripline area shall be kept to the minimum necessary to perform work required.
Equipment or vehicles shall not be parked, repaired or refuelled, construction materials shall not
be stored, and earth materials shall not be stockpiled within the dripline area of any tree not
designated for removal.
Tree Repair Work
Repair work to trees not designated for removal shall be performed in accordance with approved
horticultural practice as follows:
SPECIAL PROVISIONS- GENERAL
CONTRACT NO. CL95-10 25.
Bark that is damaged by the Contractor's operations shall be neatly trimmed back to uninjured
bark, without causing further injury, within five calendar days of damage.
Branches 25 mm or larger in diameter that are broken by the Contractor's operations, shall be
cut back to a neat surface within five calendar days of breakage; branches to be removed
completely shall be set back to within 10 mm of their bases.
Roots 25 mm or larger in diameter that are exposed by the Contractor's operations shall be cut
back cleanly to the soil surface within five calendar days of exposure.
Basis of Payment
Compensation for all costs associated with the above work shall be deemed to be included in the
Contract prices for the various tender items of the Contract. No additional payment will be
made.
The dripline of a tree shall be considered to be the ground surface directly beneath the tips of its
outermost branches.
30. 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 G, 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.
31. AMENDMENT TO OPSS 102
' Scale Accuracy
Section 102.08.01 of OPSS 102 is amended by the addition of the following:
Scale accuracy tolerances and Limits of Error are defined as follows:
SPECIAL PROVISIONS -GENERAL
CONTRACT NO. CL95-10 26•
SCALE ACCURACY TOLERANCES FOR PERFORMANCE TESTS
LIMITS OF ERROR
ACCEPTANCE IN-SERVICE 30 DAYS AFTER REPAIR
PORTABLE SCALE 0.15% 0.20% 0.15%
PERMANENT SCALE 0.075% 0.1% 0.075%
% OF INDICATED LOAD
Notes:
- "Indicated" load refers to the weight of the vehicle used in conducting the performance test
when measured at the centre of the platform.
- "Acceptance" Limits of Error are used for the original approval of the design of the device or at
the time of its first use in trade and for 30 days after the device has undergone repairs.
32. 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.
33. DELIVERY OF TEST SAMPLES
The Contractor shall include in his tender prices for the cost of delivery of concrete test
cylinders and asphalt samples to a designated testing laboratory.
For this contract the designated testing laboratory is 300 Water Street, Whitby, Ontario,
L1N 9J2.
34. 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
SPECIAL PROVISIONS - GENERAL
' CONTRACT NO. CL95-10 27.
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.
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL95-10
SPECIAL PROVISIONS - TENDER ITEMS
1s836n/ivc
PAGE ONE
SPECIAL PROVISIONS - TENDER ITEMS
' CONTRACT NO. CL95-10
SECTION 1 - ROADWORKS
CLEARING AND GRUBBING - ITEM NO. 1
All trees over 100 mm in diameter shall be cut into manageable lengths and stockpiled within the
right-of-way for 48 hours for removal by private homeowners. Tree branches, other debris and
stockpiled material not removed within the specified time frame shall be disposed of off site by the
Contractor.
' EARTH EXCAVATION (GRADING) - ITEM NO. 2
Stripped material is not suitable for use as topsoil. All earth excavated material shall be disposed of
off the site of the works.
Payment under this Item shall include the following work:
Removal and disposal of bituminous material including sawcutting as required at construction
limits on all streets and removal of asphalt on private entrances.
• Proof rolling of subgrade.
• Stripping of boulevards at proposed sidewalk locations only.
A potential disposal site for selected site material is the Courtice United Church at 2878 Trulls Road.
Information regarding use of this site can be obtained from Fred Bull. Contact phone numbers for
Mr. Bull are as follows: Home, 905-436-2447; Work, 905-644-4822.
HOT MIX H.L.-3A and H.L.4 - ITEMS NO. 3 AND 4
Asphalt cement shall be penetration grade 85/100. Entrance restoration shall be in accordance with
the following requirements:
a) Existing paved entrances shall be restored to match existing or a minimum of 50 mm of H.L.-
3A to limits of entrance reconstruction as defined in the drawings.
b) Existing gravel entrances shall be paved with 50 mm of H.L.-3A to the following limits.
Entrances with Sidewalk- 2 metres behind the sidewalk.
Entrances with no Sidewalk- 2 metres behind the back of curb.
The unit price bid shall include for forming temporary asphalt curbs at catchbasin locations.
No surface asphalt shall be placed under this contract.
SPECIAL PROVISIONS -TENDER ITEMS
CONTRACT NO. CL95-10 2.
' GRANULAR 'A' AND GRANULAR `B' TYPE 1 - ITEM NOS. 5 AND 6
Payment shall be made under these items for the supply, placing and compacting of Granular `A' and
Granular `B' Type 1 in sub-excavated areas.
The following construction standards shall apply to restoration of entrances:
Private Entrances
Granular A 200 mm
Commercial Entrances Granular `A' 100 mm
' Granular `B' 200 mm
' CONCRETE IN SIDEWALK - ITEM NO. 7
Sidewalk surface shall be struck off and floated and shall be given a textured non-slip surface by light
' transverse brooming using a corn broom and shall be laid out in bays using an edging and grooving
tool as shown on the standard. Under the unit price bid for this Item, the contract shall also include
for the supply, placing, and compacting of 100 mm Granular `A' base.
Where sidewalk abuts or connects to existing sidewalk or steps, an expansion joint shall be
constructed. Payment shall also be made under this item for construction of private walks.
' CONCRETE CURB AND GUTTER - ITEM NO. 8
' The Contractor shall omit sections of curb and gutter at each catchbasin location. Where sidewalk
abuts curb, a 50 mm key shall be constructed at the back of the curb in accordance with the standard
drawing.
This item includes approximately 80 m of barrier curb to be placed at entrances to the proposed
townhouse and medical building sites.
150 MM DIA. PIPE SUBDRAINS - ITEM NO. 9
Payment shall be made under this Item for the supply and placing of perforated polyethylene filter
wrapped and non-perforated polyethylene subdrain pipe. Backfill to subdrain shall be Granular `B'
' Type 1 paid for under Item No. 6. The unit price bid shall include for making connections to
catchbasins and for all excavation.
SPECIAL PROVISIONS -TENDER ITEMS
CONTRACT NO. CL95-10 3.
150 mm. DIA. PVC STORM SEWER SERVICE CONNECTIONS - ITEM NO. 10
Storm sewer service connections shall be installed in conformance with Clarington Standard Drawing
' N-306 with the exception that cover and bedding material shall be Granular `A'. Risers shall be used
when the invert depth of the storm sewer main exceeds 4.6 metres. Riser lengths will be included in
the linear measure for this item. Service connections for the proposed townhouse blocks shall be
' installed to property line and shall be capped to prevent entry of debris. A 75 mm x 50 mm stake
shall be placed at each storm lateral to indicate location. Stakes shall be painted white for a length of
300 mm above adjacent ground.
STORM SEWER CLEANOUTS - ITEM 11
' Under this Item and for the unit price bid the Contractor shall supply all materials including pipe of
the required type, size and class, other fittings, granular materials for bedding and cover and perform
all excavation and backfilling.
Cleanouts shall be installed per Durham Region Standard Drawing S-303. Pipe diameter shall be
150 mm and shall be surface type.
The Contractor shall also include in his price for this item the cost to connect existing clean water
sump pump outlets to the storm sewer cleanouts.
STORM SEWERS - ITEMS NO. 12 - 19
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, granular materials for bedding and cover and
' perform all excavation and backfilling. Foundation conditions are yielding.
Bedding and cover material shall be Granular `A'. Backfill shall be Selected Native Site Material.
' Concrete pipe shall be to the classes indicated on the Itemized Bid sheet and shall be supplied with
rubber gasket joints.
' The unit prices bid under these Items shall include for connecting to existing manholes or catchbasins.
Restoration of areas, beyond the limits of road reconstruction, which are disturbed shall be carried out
under the items appropriate to such work.
' Prior to placing the storm sewer run from Manhole 11 to 14 the watermain crossing for Trulls Road
shall be daylighted to confirm the watermain elevation.
Should wet ground conditions be encountered Granular `A' bedding shall be replaced with H.L.-8
blend, clear crushed stone wrapped in Terrafix 270-R Filter Fabric. Payment for the substitution will
' be made under Item No. 36.
' SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL95-10 4.
' CATCHBASINS AND MANHOLES - ITEM NOS. 20 -26
For the unit price bid under each item the Contractor shall supply and place Granular `B' Type 1
material to a lower limit of 300 mm below the floor slab and all around each structure and construct a
100 mm diameter drainage opening in the base of each new catchbasin and manhole. Filter fabric
Terrafix Type 270 R or equal shall be placed at drainage openings in bases. All new structures shall
' be supplied with a sump. The sump depth shall be 300 mm for manholes.
ADJUST MANHOLES - ITEM NO. 27
Approximate adjustment dimensions for existing manholes are shown on the Contract Drawings.
' Rebuilding shall be performed with 30 mPa concrete and shall be finished flush inside of the
structure.
REMOVALS - ITEM NOS. 30 - 33
All materials from removals under Item 30 and 31 shall be disposed of off site.
The municipality shall have first right of refusal for salvage of material removed under Items 32 and
' 33.
' TOPSOIL AND SOD - ITEM NO. 34
Payment shall be made under this item for supply and placing of a minimum depth of 100 mm of
' imported topsoil and nursery sod.
MISCELLANEOUS WORKS - ITEM NO. 35
Payment shall be made under this Item on a time and material basis for works to be carried out which
' are not covered under the items of the Contract or the extent of which may be difficult to define. The
Contract Administrator shall give prior approval for all work to be carried out under this item.
Works to be carried out and paid for under this item may include the following:
' re storation of interlocking brick driveway by owner approved contractor;
' 0 removal, salvage and replanting of shrubs or bushes disturbed by construction;
construction of localized retaining walls.
' SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL95-10 5,
' EXTRA OVER ITEM NOS. 12 - 19 - ITEM NO. 36
The specified Class `B' pipe bedding shall be altered in wet areas at the Engineer's discretion. In
' place of Granular `A' H.L.-8 blend, clear crushed stone shall be used and wrapped in filter fabric.
Filter fabric shall be Terrafix 270-R or approved equivalent. The unit price bid shall be full
compensation for all labour and materials required to make the required bedding substitutions.
SECTION 2 - SANITARY SEWERS AND APPURTENANCES
' Reference: 1 Construct all sanitary sewers and appurtenances in accordance with Schedule 'D'
- Standard Specifications for the Construction of Sanitary Sewers - Revised
March 1995.
.2 Contract Drawings and Details for Contract CL95-10.
' SANITARY SEWERS - ITEM NO. 2.01.01 - 2.01.07
Include: .1 Excavation to grade and disposal of all surplus materials.
' .2 Supply and installation of pipe complete in specified bedding.
.3 Trench protection as required by the Ministry of Labour for soil conditions
encountered.
' .4 Bedding and cover material shall be Granular `A'.
.5 Environmental considerations.
.6 Temporary and permanent support for all in-ground services along or across the
sewer trench.
.7 Dewatering inside and outside of trenches.
.8 Vertical trenching as required to minimize road restoration.
.9 Maintenance of local traffic.
.10 Temporary surface restoration as required for the maintenance of traffic.
.11 The pipe bedding material as shown on S-304 and S-305 shall be altered in wet
' areas at the Engineer's direction from Granular `A' to HL-8 blend, clear
crushed stone (d=150 minimum). Payment will be made for the substitution of
the HL-8 blend, clear crushed stone in lieu of the normal bedding materials
' specified under Item 2.01.07. The clear, crushed stone shall be wrapped in
filter fabric Terafix 270-R or approved equivalent. The unit price bid shall be
full compensation for the substitution of the Granular `A' bedding for the
' materials specified.
.12 All sanitary sewer trenches within the limits of the new roadway excavation
shall be backfilled with compacted selected native site materials to the subgrade
level.
' .13 Maintenance of flow in existing sewer system, including by-pass pumping as
required.
.14 All testing and inspection requirements as outlined in the standard specifications
' including a T.V. inspection of the completed works.
.15 An appropriate class of concrete pipe can be used in place of the vitrified clay
pipe specified.
SPECIAL PROVISIONS -TENDER ITEMS
CONTRACT NO. CL95-10 6.
' SERVICE CONNECTIONS - ITEM NO. 2.03.01 AND 2.03.04
Reference: S-301, S-304
' Include: .1 Excavation to grade and disposal of all surplus materials.
.2 Supply and installation of the specified diameter PVC sanitary service
' connection complete in the bedding specified.
.3 Trench protection as required by the Ministry of Labour for all soil conditions
encountered.
' .4 Dewatering inside and outside of trenches.
.5 Vertical trenching as required to minimize road restoration when the services are
located outside the limits of new roadway construction.
.6 Temporary and permanent support for all in-ground services along or across
' trench.
.7 Connection to the existing sump pump outlet at the street limit as directed by the
Engineer.
' .8 Backfill and compaction.
.9 Maintenance of local traffic.
' .10 Temporary surface restoration as required for the maintenance of vehicular and
pedestrian traffic.
.11 Maintenance of flow in existing service connections.
' .12 All sanitary service trenches within the limits of the roadway excavation shall be
backfilled with compacted selected native site materials to the subgrade level.
.13 Recording the exact location and elevation of the end of the sanitary service
connection before backfilling and supplying this information to the Engineer.
' .14 Removal and disposal of all existing sanitary laterals located within the sanitary
lateral trenching.
' Note: 1 The exact location for the sanitary service connections shall be established in the
field by the Engineer.
.2 All connections to the 300 mm diameter main line sewer shall be made using a
100 mm or 200 nun manufactured tee on the sewer main, as required.
BREAK INTO EXISTING - ITEM NO. 2.04.04
' Reference: Contract drawings.
Include: .1 Excavation and disposal of surplus material.
.2 Removal and disposal of concrete material from existing manhole to form
' opening.
.3 Maintenance of flow.
.4 Backfill and compaction.
SPECIAL PROVISIONS -TENDER ITEMS
CONTRACT NO. CL95-10 7.
REBENCH EXISTING - ITEM NO. 2.04.05
Reference: Section 02651
' Include: .1 Removal and disposal of existing benching material.
.2 Maintenance of sanitary flows by bypassing existing manhole.
.3 Supply of all materials and labour as required to rebench manhole.
' .4 Compliance with Ministry of Labour requirements in regard to confined space
entry.
REBUILD EXISTING - ITEM NO. 2.04.06
' Reference: Contract Drawings
Include: .1 Excavation and disposal of surplus excavated material.
' .2 Trench protection as required by the Ministry of Labour.
.3 Supply and placing of 30 MPa concrete in openings including forming on inside
to structure to match existing.
.4 Waterproofing of inside of manhole.
' .5 Maintenance of flow.
.6 Backfill and compaction.
.7 Compliance with Ministry of Labour requirements in regard to confined space
' entry.
MANHOLES - ITEM NOS. 2.04.07 - 2.04.12
Reference: S-101, S-111, S-113, S-121
' Include: .1 Excavation and disposal of surplus excavated materials.
.2 Trench protection as required by the Ministry of Labour.
.3 Precast manhole sections.
' .4 Benching, steps, ladders, etc.
.5 Manhole frame and cover.
.6 Waterproofing outside of manhole.
' .7 Modular adjustment units to set frame and cover to final grade.
.8 Backfill and compaction.
.9 Reconnecting existing inlet and outlet pipes as required.
' SECTION 3 - WATERMAINS AND APPURTENANCES
' Reference: 1 Construct all watermains and appurtenances in accordance with Schedule 'C' -
Standard Specifications for the Construction of Watermains - Revised March
1995.
.2 The Contract Drawings and Details for Contract CL95-10.
Note: .1 Cathodic protection to be supplied and installed for all:
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL95-10 8.
' 1 Tracer wires as per S-435
.2 Hydrant assemblies as per S-436
.3 Copper water services as per S-414
.4 Valves and fittings as per S-438
WATERMAINS - ITEMS NO. 3.01.02 - 3.01.04
Include: .1 Excavation to grade and disposal of all surplus materials.
.2 Dewatering inside and outside of trenches.
' .3 Supply and installation of all pipe, fittings, bends, bevels, adaptors, reducers,
special sleeves, restrainers, thrust blocks, etc. complete in the bedding specified.
.4 Tracer wires complete with cathodic protection.
.5 Connecting to existing watermains including the supply and placement of anodes
on existing ferrous watermains as per S-441.
.6 Foam swabbing of all watermains. All short sections of watermain pipe shall be
' hand swabbed prior to installation.
.7 Backfill and compaction.
.8 Trench protection as required by the Ministry of Labour for the soil conditions
encountered.
.9 Temporary and permanent support for all in-ground services along or across the
trenches.
.10 Vertical trenching as required to minimize road restoration.
.11 Maintenance of local traffic.
.12 Temporary surface restoration as required for the maintenance of traffic.
.13 The pipe bedding material as shown on S-423 shall be altered in wet-areas at the
Engineer's direction from crusher run limestone to HL.-8 blend clear crushed
stone (d=150 minimum). No additional payment will be made for the
substitution of the HL-8 blend, clear crushed stone in lieu of the normal bedding
materials specified.
.14 All cathodic protection.
.15 All watermain trenches within the limits of the new roadway excavation shall be
backfilled with compacted selected native site materials to the subgrade level.
.16 Maintenance of existing water supply to all residences and other facilities during
installation of new watermain works. The Fifth Wheel Truck Stop must be
assured of no supply interruption. The Contractor will be responsible for the
trucking of water to the Truck Stop if required in accordance with Region of
Durham Schedule `C' Section 01515 "Supplementing Local Water Supply".
Note: .1 The connections to the existing watermains shall not be completed until the new
watermain installation has been tested, chlorinated and flushed to the satisfaction
of the Engineer.
1 SPECIAL PROVISIONS -TENDER ITEMS
CONTRACT NO. CL95-10 9.
VALVES - ITEMS NO. 3.03.02 and 3.03.04
Reference: S-408
Include: 1 Supply and installation of the valve complete with all blocking and the valve
box.
.2 Backfilling of the valve with crushed limestone.
.3 All cathodic protection.
.4 Backfill and compaction.
.5 Setting of valve box cover to final grade including adjustments if required.
.6 Tapping sleeve.
.7 Live tap to existing ductile iron watermain.
SERVICES - ITEM NO. 3.05.01, 3.05.06 and 3.05.11
Reference: Section 02660, S-414
Include: 1 Supply and installation of all main stops, service saddles, curb stops, service
tubing, unions, adapters, service boxes and rods, etc.
.2 Cathodic protection as per S-414.
.3 Excavation, backfilling and compaction.
.4 Disposal of all surplus excavated material.
.5 All water service trenches within the area of new roadway excavation shall be
backfilled with compacted select native material to the subgrade level.
j .6 Temporary and permanent support of all in-ground services along or across the
trenches.
.7 Maintenance of local traffic.
.8 Trench protection as required by the Ministry of Labour for the soil conditions
encountered.
Note: 1 The payment for the supply and installation of each water service connection
shall be made under three separate tender items as follows:
(a) the supply and installation of a corporation main stop complete with service
saddle as required.
(b) the supply and installation of Type W soft copper piping as required (measured
' in metres), complete with cathodic protection as shown on S-414.
(c) the supply and installation of a new curb stop, service box and rod.
.2 All curb stops and service boxes shall be positioned such that no service box shall be
located in any driveway.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL95-10 10.
SECTION 4 - GENERAL ITEMS
BONDS AND INSURANCE - ITEM NO. 4.02.01
The Contract P rice in the Tender Form for this Item shall be compensation in full for the cost of the
Performance Bond, Labour and Material Payment Bond and the Guarantee Maintenance Bond for 24
months, and the Liability Insurance as outlined in the Information to Tenderers and General
Conditions. One hundred percent of the tendered price for this item shall be paid on first progress
payment. Bonds shall be based on the Total Tender Amount.
MOBILIZATION AND DEMOBILIZATION - ITEM NO. 4.03.01
The Contract price in the Tender Form for this Item shall be compensation in full for the following:
(a) Supply and erect all signs, barricades, flashers, delineators, flashing lights, and such other
protection as may be required by the Engineer to protect the public during the course of the
Contract.
f (b) Security protection of the Contractor's office, plant and stored materials during the course of the
1� Contract.
(c) Moving onto the site and setting up the Contractor's office, Contract Administrator's office,
storage facilities, plant, etc.
(d) Moving off the site and removal of the Contractor's office, Contract Administrator's office,
storage facilities, plant, etc.
Payment under this Item shall be made as follows:
- 60% of the lump sum stated in the Tender Form for this Item will be paid on the first payment
certificate, and
- The 40% balance will be paid on the issuance of the Final Payment Certificate.
SECTION 5 - CONTINGENCIES (Sanitary Sewers and Watermains)
Reference: Section 01780
Note: 1 The provisional sum included under Item 5.27.01 shall be used for work of an
additional nature and shall only apply when the additional work is authorized in writing
by the Contractor Administrator
.2 The Contractor shall not be entitled to payment of any portion of this provisional sum
unless he has received specific authorization from the Engineer to undertake specified
additional works.
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL95-10
STANDARDS
PAGE ONE
STANDARD DRAWINGS - CONTRACT NO. CL94-10
STANDARD NO. DESCRIPTION
Fig. 1 TRULLS ROAD - TYPICAL SECTION - YORKVILLE DRIVE - 1+100
Fig. 2 TRULLS ROAD - TYPICAL SECTION - 1+100- SANDRINGHAM DRIVE
Fig. 3 TRULLS ROAD - TYPICAL SECTION - SANDRINGHAM DRIVE - HIGHWAY. No. 2
OPSD- 216.010 BOULEVARD TREATMENTS - URBAN SECTION
218.01 SODDING OF SIDE SLOPES
220.01 BARRIER FOR TREE PROTECTION
310.010 Mod. CONCRETE SIDEWALK
310.020 Mod. CONCRETE SIDEWALK ADJACENT TO CURB AND GUTTER
310.030 CONCRETE SIDEWALK RAMPS AT INTERSECTIONS
310.040 UTILITY ISOLATION IN SIDEWALKS
310.050 SIDEWALK DRIVEWAY ENTRANCE DETAILS
351.01 URBAN RESIDENTIAL ENTRANCE
400.01 CATCHBASIN GRATES
401.01 MANHOLE GRATES
403.01 DITCH INLET GRATING
405.01 MANHOLE STEPS
600.04 CONCRETE BARRIER CURB
608.01 METHOD OF TERMINATION
610.01 CONCRETE CURB AND GUTTER OUTLET
701.05 MOD. 1800 mm DIA. PRECAST CONCRETE MANHOLE
701.06 MOD. 2400 DIA. PRECAST CONCRETE MANHOLE
705.01 MOD. PRECAST CONCRETE TWIN INLET CATCHBASIN (600 mm X 1200 mm)
705.02 MOD. PRECAST CONCRETE CATCHBASIN (600 mm X 600 mm)
705.03 MOD. PRECAST CONCRETE DITCH INLET (600 mm X 1200 mm)
705.04 MOD. PRECAST CONCRETE DITCH INLET (600 mm X 600 mm)
705.05 MOD. PRECAST CONCRETE TRIPLE INLET CATCHBASIN (600 mm X 2510 mm)
802.03 BEDDING FOR STORM SEWERS AND CULVERTS
803.04 BACKFILL FOR SEWERS
s - 101 1200 mm DIA. PRECAST MANHOLE
111 MANHOLE STEPS
113 BENCHING DETAILS
121 SQUARE MANHOLE FRAME AND COVER
301 SANITARY SEWER HOUSE CONNECTION
302 SANITARY SEWER RISER CONNECTIONS
303 SANITARY SEWER CLEANOUTS
304 BEDDING FOR PLASTIC SANITARY SERVICE CONNECTION
305 SEWER TRENCH DETAIL CLASS P
401 SEWER AND WATERMAIN TRENCH BEDDING
402 WATERMAIN AND WATER SERVICE TRENCH DETAIL
407 SUPPORTS FOR WATERMAINS AND SEWERS CROSSING TRENCH
414 19 mm AND 25 mm COPPER WATER SERVICE
417 MECHANICALLY RESTRAINED JOINTS
423 P.V.C. WATERMAIN TRENCH BEDDING
430 RESTRAINED JOINT DETAIL FOR P.V.C. PIPE
431 JOINT RESTRAINING LENGTH FOR P.V.C. PIPE
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
s - 501 PAVEMENT JOINT TREATMENT
N - 306 P.V.C. STORM SEWER SERVICE CONNECTION
Z
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---' -� % 2% — 150mm SUBDRAIN
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AND SOD (TYP.)
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50mm HL4
EX. WATERMAIN 150mm GRAN. 'A'
450mm GRAN. 'B' O
EX. STORM
0 SEWER
EX. SANITARY
SEWER
MUNICIPALITY OF CLARINGTON
TRULLS ROAD
COURTICE
YORKVILLE DRIVE — 1+100
TYPICAL SECTION
1Q436 FIGURE 1
s m + Jm m m w m m r Na s= r mm man =
Z
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2%
I
-- %
2% — 150mm SUBDRAIN
I --3q 3% —
100mm TOPSOIL 40mm HL3 I C & G PER
AND SOD (TYP,) IWATERMAIN
40mm HL4 I OPSD 600.04
50mm HI-4 ORIGINAL GROUND EX. 150mm GRAN. 'A' PROP. STORM
450mm GRAN. 'B' SEWER O
EX. STORM
0 SEWER
EX. SANITARY
SEWER
MUNICIPALITY OF CLARINGTON
TROLLS ROAD
COURWE
1+100 - SANDRINGHAM DRIVE
TYPICAL SECTION
10436 FIGURE 2
r m m m l m m m m m m m Mae mm m m m r
z
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J z
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WEST j 0 EAST
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S/W
0.75 1.50 5.00m 5.00m
--, 0.3
2% ` 4%
--- 0 2% 3•�
150mm SUBDRAIN
-- % 3%
100mm TOPSOIL 40mm HL3 I C & G PER
AND SOD (TYP.) O 40mm HL4 I OPSD 600.04
ORIGINAL GROUND EX. WATERMAIN SOm HL4
150mm GRAA N. 'A'
450mm GRAN. 'B'
O
PROP. SANITARY 0
SEWER
PROP. STORM
SEWER
MUNICIPALITY OF CLARINGTON
TROLLS ROAD
COURTICE
SANDRINGHAM DRIVE - HWY. #2
TYPICAL SECTION
10436 FIGURE 3
- Sidewalk --j 0.3m min
Note 1
0.5 Original ground
' Pavement 0rarulor base Boulevard surface m -
27 �r I
min
2% y 2%min 8ymax
Rounding IN,
�. 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 0,5 Original ground
T ---
rill
!r-
2%
� 2%min 87.max 27.
Depth as �� 2•
-fi • ; ! specified
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 11 Rev
BOULEVARD TREATMENTS Date _ S
URBAN SECTION [ OPSD - 216.010
rte..,ar rf r. rf r �rl► rr r � r � � rr rr r► ,� ��.�•�.�
on 2.1 slopes suo s eeper, - y
i
Staking ( 17 lush With sod _ _..: '� - • /
ven
and drr - • . •
- % 00 • - !� p�1ch
100 100 ;go
aw
r
got
irect�led
Subgrode elevation
_ on roadway frontslope
{ 011th
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
1 Tree or
woodlot
Limit of grading
Typical rural r �.
fill section 1.5m I'-- Dripline
— Note 2 Note I I
� I Barrier
Note 3 t V
j.,,j Original groundltine
y�
Typical rurali����v���/
cut section STANDARD PROTECTIVE TREATMENT
Tree or
woodlot
Dripline I i
Note 1 41
� I
Limit of grading 1.5m 0.75 ') I
Note 2
I I
11
—_ Original groun�line
�r _-L—_7 Barrier
Typical urban section `--j Note 3
I MINIMUM PROTECTIVE TREATMENT
NOTES:
I Barrier for tree protection to be erected on dripline of designated trees or woodlot edge.
Barrier may be erected within dripline to maintain a buffer distance of up to 1.5m.
2 A buffer distance of up to 1.5 m to be maintained between barrier and limit of grading.
3 Maintain a minimum distance of 0.75 m between tree trunk and barrier.
A All dimensions are in metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING Date 1988 04 15 Rev
Date
BARRIER FOR TREE PROTECTION -------------
OPSD -220. 01
Varies m
min)
• o a O.Sm �
'
BOULEVARD Concrete mm 00%ax s
2% to to x S! lope Zx to 4% siCewalk 2% to 10%____
12Smm R=Smm 100mm Granular
S-• Note 1
TYPICAL SECTION
I� 5
� O
L7* - .
0
DUMMY JOINT Curb and gutter Expznsion
join: rnotQriol
5 0.25 T
BOULEVARD R=O.Sm Note I
Typ
1L'. . 1, o ..:.I.:.
o Typ Expansion
joints
CONTRACTION JOINT
R=Smm
Typ r Dummy
joints
Typ
oc
Contraction
Joints
`o Typ
i --4 1 2m 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 be 125 mm. metres unless otherwise shown.
At commercial and industrial driveways
the thickness shall be 150 mm.
2 Sidewalk width shall be increased to
j
2-4m at schools, bus'stops and other
high pedestrian areas.
ONTARIO PROVINCIAL STANDARD DRAWING 1993 10 01 JRev
— _MOOIFtEO_ _ _ OP
CONCRETE SIDEWALK �at8 _MAR._1994 S
j,
0PSD 310.010
1.Sm
Note 2
Erponsion
joint material
Finished rood f— Slop* 2% to 4%
surface . •�- ' [12�5 mm
Note 1
' l l R-5mm
Concrete RsSmm
sidewalk
� ZGRANULAR 'A' - 100mm
Curb and gutter
s
as specified TYPICAL SECTION
--�r-- s
% r Y
j ;� . .�•. v /—Expansion
joint material
Curb and gutter
. ....... ....... ....... ....... .......
�- DUMMY JOINT
s; 0.25 7 TO
' r Y Contraction
joint Expansion
joints
�: ►- .0
CONTRACTION JOINT
R-5mm
Tom' s
Dummy joints
TYP
Contraction
joint
- 4 i-- 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 2s mm. metres unless otherwise shown.
At commercial and industrial driveways.
the thickness shall be 150 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 10 011 Rev
CONCRETE SIDEWALK _ _ _ MoD►F1ED _ _ tSP
ADJACENT TO Date _MAR•,1994_
CURB AND GUTTER I OPSD - 310.020
Stop or yield Stop or yield
street street
Expcnsion joints
2.5rn Typ Ramp slopes
romp 87. max
--- �'j 1.5m ---- Typ
I TYP
O O
- 1.5m
TYP it
Expansion join,
1 _ Curb and gutter material , Typ Curb and gutter
Through street Through street ---�
UNSIGNALIZED INTERSECTIONS
- Bock of sidewalk
Expansion joint Directional lines
Typ ---k� ..
Crosswal Directional lines
Typ O 0.3m apart and
1.5m long — min
Typ
Curb and --
gutter '---'— p
L1.0 1.5 1.0
Lo -
Gutter line
RAMP ELEVATION Full i curb
height �
D
i7.0
Curb and gutter
i 1
Finished road _ SIGNALJZED INTERSECTIONS
surface Expansion joint material
2.5m Back of
sidewalk
Slope 8% max 5% desirable
,.
.';. - ! � �! ,-. • ....� - � ' 150rnm min
Curb and gutter Sidewalk ramp
' as specified TYPICAL RAMP SECTION
NOTES:
A Directional lines shall be 10x10mm made B All dimensions ore 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 - - - - - - - - - - oP
s
Date
AT INTERSECTIONS OPSD -- 310.030
Sidewalk
C
Typ
I`J Note 1
l
Curb
Typ Catch
basin Face c` curb
Expansicn joint Typ
materai
CATCH BASIN
Expansion joint
Note 2
Expansion joint material
Note 3
\ Maintenance hole
UTILITY APPURTENANCE
Expansion joint
Note 2
Provide a minimum
of 1 00m 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 01 Rev
UTILITY ISOLATION - - - - - - - - - -Date °S
_
- IN SIDEWALKS [-O-SD - 310.040
Ir �r_ . rr r. rr r� r►_ Ir �t !�4 r Ir �Ir� rr r r r � .•�
1 O Uriveway vanes Driveway varkes�
A 9
i
C
E E
Vn
L�
C C D D
I � 0.5m min Boulevard
Curb and g 4J A I
1.5m min Sidewalk depressed I
to match dropped curb T B Curb and gutter
for driveway entrance Sidewalk depressed
FULLY DEPRESSED to match dropped curb
for driveway entrance PARTIALLY DEPRESSED
SIDEWALK AT DRIVEWAY ENTRANCE—PLAN
lrnneilion neciion
Sidewalk Transition Dropped sidewalk Dropped sidewalk Sidewalk
section I 4
IL
SIDEWALK WITHOUT BOULEVARD SIDEWALK WITH BOULEVARD
SECTION C—C SECTION D—D
Curb and gutter •.-- 2f: m I n 15omm 1+—Varies 47 2% min
.� Note 1 �.
Typ
♦ I I
Varies SECTION 8-8
SECTION A—A
NOTES:
1 At commercial and industrial ONTARIO PROVINCIAL STANDARD DRAWING 1993 10 01 jRevj
driveways the thickness shall
be 200mm, O P
A All dimensions are in millimetres SIDEWALK DRIVEWAY ENTRANCE _. _ 4. - - s
or metres unless otherwise shown. Date
DETAILS OPSD -- 310.050
A r+
F4.Om mi.in, Sin !e
6.Om min, DoWe
f z Sidewalk
I
c E n t r a n c e
Boulevard
i '
r Dropped
Curb and gutter curb i 'dote 4
0.4 :0.4
min A L—* 0. �+
min min n
PLAN
Side, !k 0 4 .
RGp
ISOMETRIC VIEW
3.0 3.0 -- Vcr
W
8� SW or Sri" and Blvd
NOfe 1
SAS SW -4- Blvd
Note 3
6y Note 1 No I r Dropped curb
4y
I to ) 4�maxl /
i
CRES? 67., Note 2 4%, Note 2 87 Max
2
a� `'°`e SECTION A—A
NOTES:
1 Maximum upgrade shall be 10%.
2 Maximum downgrade shall be 8%.
r3 Where boulevard width is less than 3.0m, a steeper boulevard slope is permissible.
4 increase nearside toper to 0.8m min on 4 lone roads or wider.
A All dimensions are in millimetres or metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING Date 11992 05 011 Rev
URBAN RESIDENTIAL Date - - - - - -
ENTRANCE - - - - - - - - - - - - - -
WITH BOULEVARD FoPSD - 351 .01
r1� r r rr ri r �r rr �■r r r r • +rr rir r r rr M '---r`
625
25- 1 !--
600 108
ACZ t
p N 552
19mmdio.rod 64
T
44
co
T-3 iy-y° I I - - - �--
571+ - N M NM L_1.1 ✓ / ED
M CY tD
In
ko
102 76
76�- _ - I \ \ \ \ \ \ I N
102 ---��51 66 � ' N 1 \\� \ \� \ ��
�I 113' - �\\ \\\ \� \� \� M
� N � j1 t I
_n T - '_ *ci
t 19 ►. ,n 32
8 I -I 70 —f N GRATE PLAN SECTION C-C
152 R=838 R=4.57m
to MM ?FRAME PLAN 178 (Typ)_1 ` f__25 mm
.SECTION 8-8 (Typ)
657--- - �- �`,..•9
17 102 623 I7 R=25mm R=25mm �r--13mm (Typ)
Slot �' '1.
detoiI I - SECTION 0-D SECTION E-E
below
32� �to T T N o NOTE:
In W in
A All dimensions are in millimetres unless otherwise shown.
--105 615 I 105
SECTION A—A ONTARIO PROVINCIAL STANDARD DRAWING Do—t—e7 1987 03 31 1 Rev I
�—172
- R=14.5mm CATCH BASIN , CAST IRON, _ `_-_---
�- - Date
SLOT DETAIL FRAME & DISHED SQUARE GRATE --
OPSD - 400 . 01
:1/ 1
liil ICI ICI _ ��I �I lid ICI lil
(a tion
typical
+�� `,, ��l ICI ICI IUI ICI ICI ICI \ / 1�, t1 �I Ul •I I� It \
�� 1�1 h�l ■I ICI 1111 I�� Iii ICI l�l ■I I■i�.�i�iil�lii��it�l��l� u
I IAI I-sI In i•i FRIO WIMI-i ■
Jul ICI IJI Ills 1%I ICI In 1m; ICI u_I Is it Iii lil ICI In li 1!
Well
Iii Iii I/I !�I ICI IIII It. I�� Iel Itl IF �I lil 'il ICI ICI Ins ICI 1� i li 'i
�' is — -- — — — - — — — ■� �■� �� �■�
rI 1n1 In, I lei Ilu ul Is, 1let lei In .I .I�;�I�I.I�I�,�Iin�ISI�,:�lil�l• .I
•'
lei IwI Al Irl m, Ir a . ■I II■11■ ■ 01-611 I.I
III [oil lei III I/1 ICI IoI In It.
��.
Jul 1111 lei In, Is
Alm-
1
viii' �i�i:"`, •
:11
�\ MAINTENANCE HOLE,
CAST IRON,
COVER• • / SQUARE FRAME 401 .01
L 50 x 50 x 6 mm angle,
welded to grating.
A!
' - Grating Grating size
type Length Width
A 762 758
__}_ B 1338 768
40mm 45 x 5mm bearing C 1465 768
WAD max. bars. --
60 C6mmO rivets. _ 25
38
T115
20x 3mm reticuline j L t
bars. hole hole
OFFSET WASHER DETAIL
A �
,I PLAN OF GRATE SECTION A-A
Offset wosher--,,,
top a bottom
SECTION B-B
Mo
13 x50mm stainless steel bolt 4
type 303 or approved equivalent.
Threaded 50mm. Y
A
115x76x 5mm flat steel —T <4N
offset washer galvanized. (o
13 mm 50mm steel anchor thread 13 3e
0
cA0
5mm 0 steel hooks to be
' welded to anchor thread
FRONT VIEW SIDE VIEW
FASTENER DETAIL DITCH INLET CROSS—SECTION
NOTE :
A All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING Date 1987 03 31 Rev I
DITCH INLET, GALVANIZED STEEL, Date
HONEY COMB GRATING
OPSD - 403 . 01
1
r rr rr rr rl� ® Ir rr rr rr r� r r r� rr rl rr rr rl
27.5mm��26mmdio OA lyethylene
Note I (♦A die
Note I _ � _-_ -��' ILII I// uminum �
Ivv R=16mm l►q
�A 150 ' -- A L 150s $__ a o 150 III E 14 .i `2 i
w a
o v ov My - 20 ..� 26
ar s I I _
a AUXILIARY R=16mm(Typ) tQ' rn 77.5 30 2 B 11, a° (at points C) SECTION B-B
1 ...... ...1 VIEWS 14� �r�' `IJ
I---290 SECTION A-A
�----215----�
PLAN 15 PLAN Points C_1 L*B le R=16 mm Wj R=2mm �-4I T— (SectionA-A) PLAN U') ALUMINUM
R=16mm A!�ja tii , I-R=16mm M HOLLOW CIRCULAR
WITH
R=0.5mm- 20-a 0 -
20- "SECTION A-A EXTRUDED SOLID SECTION B-B =
2 R 50mm POLYETHYLENE ENCASEMENT
TYPE A RECTANGULAR SECTION TY PE 9 210 45°
SOLID RECTANGULAR ALUMINUM SIDE VIEW
230 Polyethylene See form detail Note I 225 210 Polyethylene anchor
labirinth plugs �` ,�- �J insulating sleeve
oI ll 18.5mm 18.5mm _ �
vp' wi 150 Dia C�.. DIG o . ' 150 0
in rn ° v► ISO 20 mm
_�
M° AUXILIARY VIEWS g
PLAN 18.5 8 20 PLAN �I
_U, �1 —� AUXILIARY 20
_T VIEW
To fit 25mm PLAN
Dia hole 5mm Formed 14
EXTRUDED SOLID I I anchor lock
SIDE VIEW h-32 --18 -- - -SIDE
TYPE A CIRCULAR SECTION FORM DETAIL TYPE l8 \ ' --T EXTRUDED HOLLOW
POLYETHYLENE (TYPE A B )
ANCHOR Locx SIDE VIEW g o CIRCULAR SECTION
LABIRINTH PLUG
SOLID CIRCULAR ALUMINUM HOLLOW CIRCULAR ALUMINUM
NOTES: ONTARIO PROVINCIAL STANDARD DRAWING Date 1987 03 31 Rev 1
I Rung surface in concrete to be coated with Date
I
asphalt paint.
A Ladder rungs to conform to the appropriate MANHOLE STEPS —
OPS Specifications.
B All dimensions are In millimetres unless
otherwise shown. JOPSD- 405. 01
lam- I■r rs r r r rr r Ir r r r ai 1. i t a• � r
V V
0 Dropped curb at °
d entrances J u
a / o Thickness
a Typ Thickness U
U- of sidewalk of sidewalk
Finished
25 300 50 150 25 - 300 50 150
road -- - --
SllrfaCB °K� �'P+j '���J•.-�, p O .✓
04 Al
o
o. .Noie 3 - .I rf "J S.
52.5 --- ---I I- 50
L 50
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 5% batter is acceptable.
A Treatment at entrances shall conform with OPSD-351.01. LEGEND:
B Outlet treatment shall conform with OPSD-610 Series. S — Rate of pavement superelevation in percent, %.
C The length of transition from one
curb type to another shall be
3.0m, except in conjunction with ONTARIO PROVINCIAL STANDARD DRAWING Date 1 1990 09 14 Rev
guide rail, It shall conform to
OPSD-900 Series. CONCRETE BARRIER CURB Date — _ — — _ —
D All dimensions are in millimetres
unless otherwise shown. WITH STANDARD GUTTER - - - - - - - - - - - -- -
FOR FLEXIBLE PAVEMENT OPSD - 600.04
I� 3.8m Termination
150mm
Curb and I min
gutter
t
t
t
0 1 I
� I
' Gutter line z°
1
II
PLAN --I 225 �-
N END VIEW
---------------
' ELEVATION
MOUNTABLE CURB AND GUTTER
Curb and
gutter 3.8m Termination 150mm
min
i t
U
Gutter or > 0 11�II t
' curb line
I
PLAN Varies
N
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 Date 11991 12 16JRevJ 2
METHOD OF TERMINATION Date _ _ — — — —
FOR CONCRETE CURB AND GUTTER OPSD - 60 8.01
�. � i i i i i i i i i i i i i i i i i•
I� Saw cut Y r+ - Saw cut
Standard pavement Back of curb
curb and gutter Half pavement width ---{ 70 of curb n °
P > >
1 See details Pavement top course
below 5 .�-- i --------------
� AL �' D -� Gutter line
Curb and gutter--y i
Pavement j— 1
..
___ base course
Adjustment units 150 - / --4
Min of one
Max of three ' e I I Edge of
�- — ) pavement
SECTION Y—Y I 0 I j►
X' — x
J—L+LJ
1so Y LIP.
150
v 125 grate
rrarrre and
---Gutter line
w e 1 Umrn PLAN Pavement top course
Saw cut Saw cut
IL
, e e
Varies 5-15mm -
F--
300
4.
300
III BARRIER CURB SEMI—MOUNTABLE or MOUNTABLE o, • . , e ,
CURB AND GUTTER
DETAILS
25 SECTION X—X
Gutter line NOTES:
1 0m 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 16 1 Rev 1
`f CONCRETE CURB AND GUTTER Date
BARRIER OUTLET - - - - - - - - - - - - - -
CURB AND GUTTER AT CATCH BASIN OPSD -- 610.0
! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !
1—Size 15 ring bar 4—Sze 15 ban at 150mm 3—She 13
Size 13 Dar
ban at 150mm
�\\ 5—Size SOmm bon
1111 wwr Ciro *test:
Total m l/m
A \ � A A ti � A
Sze 15 bar 1
Size 15 bar 3—Size 15 �t
PLAN PLAN bars a• 150mrn I 1
21115mm Die
180 J
125--I �-- 1200 --{ 123
Ir11200ppmm Dia+1 �I
`-- J bPSD-701.03) K N 3 cim emmd:m
2 j
1 I N 300 �mM) Size 15 ban
SECTION A—A PLAN
I Transition —
OOhe 1 so - 4 I+-1 soornm--I I-- 1 so TRANSITION SLAB
1 I _ nominal
Size 15 bon at 300mm OC
Transition each way
— slab SECTION A—A
J I TRANSITION CONE —+{
Ott~ section —— C 160—+{ 1+—1 a notnin I a I ISO
A A II
g7 I' XE
1 n
Riser section Size 13 bent bars E
J_
I I PUN ew 3rd Dar Q5�
as sheen ?S O
1 N
1
Oil I ® I
l I{II
i
I
I I 7
21s5mm Die
1 • — ease slab i 1600mm Dla
nom no Size 1S bent bare SECTION A—A
1800mm to 1200mm Dia 305 - as shown
m �r RISER SECTION
T Si:e 15 ban of 3oo. oC.
each way
See Note D
SECTION A—A
BASE SLAB
NOTES: ONTARIO PROVINCIAL STANDARD DRAWING Date 11991 06 15 1 Rev 1
pJi reinforcing steel shall have
25mm cover. PRECAST CONCRETE MANHOLE Date _ _M_
0 For manhole steps refer to OPSD-405.01. COMPONENTS _ _ _ _ _ _ _ _ _ _
C All dimensions are in millimetres unless 1800mm Dia
otherwise shown. C�
D Provide IOOmm dia. drainage opening. DEPTH 10.0m Max O — 701 .05
Irr rr rli r r� rr �r rr rr Ir ■r r r� r �r r rr rr rr�
y
2—Size 23 bars at 300mm
3—Size 25 bon at 65mm
3—size 25 bars 3—Size 25 ban
at 65mm, diagonal at 300mm, diagonal
WWF
Clrc steel:
$o R 507mm z/m, Total
A A A _ A 4—Size 25 ban r _
at 300mm
1200mm We
(a D
OPSM01.03) I\ 3—Size 25 bon
_ I 3—she 25 bare
Size bent lbars at 63mm, dlogonol 300mm, diagonal 1 �*
VGOW
as shown Slse 15 bon 2—Size, 23 ban ( 1
at 300mm OC, at 300mm
l each way -- +^----- I f
PLAN PLAN A A
Transition
slob
2695mm Die 2695mm Die I �{
WOW section _—— s 12 jO 0mm E 2400mm Dlo 2J0 lo I \\
nominal
305 305
•^�, i• �
Rlser section 7— PLAN
Size 15 bent Size 13 bon at Size 23 bon
bars placed 300mm OC.
every 3rd each way 230 �---- 2400mm Die nominal 230
I I bar w shown See. Note D SECTION A—A
it SECTION A—A TRANSITION SLAB I
Goes slat, i l BASE SLAB s e
r,
lit IE
2400mm to 1200mm Dia `
L
SECTION A—A "
RISER SECTION
NOTES: ONTARIO PROVINCIAL STANDARD DRAWING Date 11991 06 15 1 Rev 1
All reinforcing steel shall have
25mm cover. PRECAST CONCRETE MANHOLE Date
8 For manhole steps refer to OPSD-405.01. COMPONENTS MOD.
C All dimensions are in millimetres unless O�Q — — — — — — — — — — 1 V 1 O —
otherwise shown. 2400mm C
D Provide 100mm dia. drainage opening. DEPTH '- 1O.Om Max OPSD '� 701 .06
3-Size 10 stirrups
WWF B at 300mm
185mm 2/m, each way t 2-Site 10
bars
-t—y 2-Size 15 in
bars r`
t 25
ro
A
ttom' A 115 f+-- 600 Fes- 115
-J�J 1 50m overlap
' t BEAM DETAIL
PLAN *J B
1680
115 600 250 600 115
t l � 830
'n
r C
i t r _�
111111 r
t�Note Note 1 Note 1 250 1 u g
Z
Note 2 E v —�
o
T
0
WWF � >, • � � h
300mm 185mm 2/m, each way
an sides 150mm overlap .
5-�^-t� 150
1 1
1 See Note E Granular
SECTION A—A SECTION B—B
NOTES:
' 1 200mm dia knockout to accommodate subdrain. Knockout to be half wall
thickness from the outside.
2 Outlet hole size 525mm dia, location as required.
A All reinforcing steel shall have 25mm cover.
B Granular backfill to be placed to a min thickness of 300mm all around.
C Frame. grate and adjustment units shall be installed as per OPSD-700.02.
0 All dimensions are in millimetres unless otherwise shown.
Provide IOOmm dia. drains e opening In base.
' ONTARIO PROVINCIAL STANDARD DRAWING Date 11991 06 15 Rev i
PRECAST CONCRETE Date _ -M-TWIN INLET CATCH BASIN OO.
00mm x 1450mm OPSD - 705.01
150mrn
e�
overlap
A A
wwf
185mm z/m,
each way
8
PLAN
' 830 830
115 600� 115 t15 600 115
1 � -
�� + Note 1-�
Note t Note 1
250 TN
O
i � z - Z
.
o _ o
1 `
E 85mm 2/m, n E Note 2
each way 'n n
r r
Granular
ZL
T—P
AA—AA
NOTES: Note SECTION B—B
NOTES:
1 200mm dia knockout to accommodate 8 Granular backfiil to be placed to a min
subdrain. Knockout to be half wall thickness of 300mm all around.
thickness from the outside. C Frame, grate and adjustment units shil
2 Outlet hole size 400mm dia, location be instaged as per OPSD-700.01.
as required. D All dirrw-nsions are in millimetres unless
A All reinforcing steel steal! have 25mm otherwise shown.
cover. E Provide IOOmm dia. drainage opening
in base.
ONTARIO PROVINCIAL. STANDARD DRAWING Date 11991 06 15IRevi 1
f _ PRECAST CONCRETE Date
CATCH BASIN _ _ MOD.
600mm x 600mm FoPSD - 705.02
Grating,
A r+
sae OPSO-X03.01
A 9 Concrete recess 8
Concrete- recess �"Grati0P,5Dpe 'S' 775mm /�`��
1350mm ��,t �y � \ ,t
I Hold down g I� Hold down I I
bolts w 28 9 bolts I i ° g � 9
Note 1 Note 1 , ,r ---Note 1 I WWF 2 280 `
i�� • +�"�^ 185mm f m Note 1
I i 150 150 `� 150 Note 1 each way iS0
'150 1200 ----'1 600 I Note 1 G
WWF 150 (� 180 0150 1200
c { ( 185mm f m 600 0-7
E 11 { each way ` 4 N I I o
! I -"T 0 N I (
I Note 2 i Note 2 ( E;
Note 2
i3
Note 2 N t2 r In
� _ 1 aT. .. i ! C }____ ISO
Granular r�+J
A L+ SECTION A—A '�
See Note E Granular
FRONT VIEW A � see Note E
TYPE A FRONT VIEW SECTION A—A
GRATING i A NJ 6 TYPE B
2:1 675 50
3:1 645 65 SLOPE OF IM N i N
1365 55
NOTES: - "t9S
1 200mm dia knockout to accommodate subdraln. 4:1 1 X60- 16
Knockout to be half wall thickness from the outside. - 6;1 -� -1240
2 Outlet hole size 400mm die, location as required. 1 0 60
A Where inlet is placed across ditch and is accessible to vehicular teaffie,
grating elope is to be 6:1 or flatter.
S All reinforcing steel shall have 25mm cover. Date 1991 06 15 Rev 1
C Granular backfill to be placed ONTARIO PROVINCIAL STANDARD DRAWING
to a min thickness of 300mm Date _ _ _ _
all around; RECAST CONCRETE DITCH INLETS ! _ _ _ ! _ _ �MOD.
0 All dimensions are in millimetres P
unless otherwise shown. 604mm x 1200mm -- 705.03
E Provide 100mm dia. drainage
opening In base.
Ar
Concrete recess Grating.OSD
775mm see 403.01 8 C�j�*to
S�� eocaa
_ Hold down bolts
{f 1 0 B
0
.• Note i
Note ? J y i Note t �.
`
I l 280 3
I I
0
O
N N
1 + 1 O
' a ( I a z
—o
o n ct50 600 150
1 E WWF
E Note 2 E 185mm 2/m, a°
'50 1 _ 600 -- 1 150 roi each way
--tit--- -�-
T r..
�— Granular
A 4 see Note E SECTION A—A
FRONT VIEW
NOTES:
' 1 1 200mm dio knockout to accommodate
l subdroin. Knockout to be half wall SLOPE OF DIMENSIONS
thickness from the outside. GRATING A R3
2 Outlet hole size 400mm dia, location as required. 2:1 675 50
A Where inlet is placed across ditch and 3:1 645 65
is accesslbie to vehicular traffic, grating
slope is to be 6:1 or flatter. 4:1 625 75
8 All reinforcing steel shall have 25mm cover. 6:1 605 85
C Granular backfill to be placed to a min
thickness of 300mm all around. 8:1 605 85
D All dimensions ore in millimetres unless 10:1 605 85
otherwise shown.
E Provide IOOmm dia. drainage opening in base.
ONTARIO PROVINCIAL STANDARD DRAWING Date 11991 06 157 Rev
i -
PRECAST CONCRETE Date
DITCH INLET _ _ _ _ _ _ MOD.
r 600m m x 600m m FoPSD - 705.04
YVYVF g 3—Size 10 stirrups
� of 300mm
185mm z/m, each way 2—Size 10 �
bars
2—Size 15
bars
A 115 {— 600 115
15omm
PLAN
BEAM DETAIL
,�.�e
1680 830
t15 600 250 600 250 600 115
31 830
� II
c
r `
+
Note 1 N
Note 1
c+ 250 �.�Note 0
Z
Note 2
WWF �° > 0
185mm 2/m, each way
s 150mm
150
300mm
all sides See Note E Granular See Note E
SECTION A—A SECTION B—B
NOTES:
1 200mm dic knockout to accommodate subdrain. Knockout to be half wall
1 thickness from the outside.
2 outlet hole size 525mm dia, location as required.
A All reinforcing steel shall have 25mm cover.
8 Granular backfill to be placed to a min thickness of 300mm all around.
C Frame, grate and adjustment units shall be installed as per OPSD-700.02.
0 All dimensions are in millimetres unless otherwise shown.
E Provide 100mm dia. dralna e opening.
ONTARIO PROVINCIAL STANDARD DRAWING Date 1991 06 15 Rev 1
PRECAST CONCRETE Date
TRIPLE INLET CATCH BASIN - - - - - - - MOD.
600mm x 2 5.10mm OPSD — 705.05
300mm min Cc,--- material 300mm min
-- — Clearance
see table
1 s
Clearance
see to'--'e kn
p N 0
• � o
Compacted
Note 3 ! i 0.250 ° granuic-
unrcr,,forced _� 0-250 materia
concrete , ('50mrr
Bedding grade
Nc'.e 3 Note t 0.660 Bedding grade
Note 2
CLASS A CLASS B
' CONCRETE CRADLE GRANULAR FOUNDATION
Lf =2.8 Lt=1.9
Co.--- material
150mm min — _ 150mm min'
^ Clearance
Clearance see table
' see table O
p in 0
0
Compacted
granular
Bedding grade 0 5 D materiel
Note 2 Note 1 0.710 ceding grade
Note 2
CLASS C-1 CLASS C-2
SHAPED BEDDING GRADE GRANULAR FOUNDATION
Lf =1.5 Lf=1.5
NOTES: Pipe Clearance LEGEND:
1-s de diameter Lf= Load factor
1 The min dimension shall be 0.150 (mm)mm
or 150mm whichever is the greater S-DO or less 300 D = Inside diameter
except in an unyielding foundation
the min dimension shall be 0.25D Over 900 500
or 300mm whichever is the lesser. _
2 The pipe bed is to be carefully shaped
to receive the bottom of the pipe.
3 In rock excavation provide a 50mm layer C Lf=The load factor used for calculation
of compressible material between the of the bedding class.
' trench walls and concrete cradle. D Backfill according to OPSD-803.03 and
A This standard to be applied in stable OPSD-803.04.
conditions or after trench has been E All dimensions are in millimetres or
brought to stable conditions. metres unless otherwise shown_
' B Where the trench is sheathed, the clearc ice
is the distance between the inside face
of sheathing and the pipe.
ONTARIO PROVINCIAL STANDARD DRAWING Date 11992 05 01 1 Rev T2
BEDDING FOR Date - — — — — —
STORM SEWERS AND CULVERTS - - - - - - - - - - - - -
UP TO 1800mm Dia RIGID PIPE [75P7SI) - 802.03
PIPE IN TRENCH PIPE IN EMBANKMENT
Native earth or
Profile grade granular backfill Profile grade
r. Subgrade Subgrade
'` Earth or rock fill
` '� , •�• ,�
Q� Q Rock surface • : : . •, : .; •• . . ,
UU v Native rock or _
oSoo granular backfill : , ,—•�, • • , . : ,
I Pipe '-fi+Note I . . �hj/ Pipe Note 1 ,
I
SEWER IN ROCK SEWER IN EARTH AND ROCK
Ili backfill NOTES
Sub rode I For Flexible Pipe according to OPSD-802.01,
802.02, 1005.0 and 1102 .02.
LEGEND
For Rigid Pipe, according to OPSO-802.03,
1005.01 and 1102.01. OD-Outside diameter
A Protection against Heavy Construction
D - Inside diameter
Equipment according to OPSD-808,01 , e - Depth to rock from top of profile grade.
B Depth of backfill : f - Depth of frost treatment measured
When a <_ depth of frost treatment then f=e. from profile grade.
1 ( (To be specified in the contract).
I ( When e > depth of frost treatment then
I Pipe I f -- depth of frost treatment.
I I C All dimensions are in millimetres or metres
Note I ---I unless otherwise shown.
�-----`----� ONTARIO PROVINCIAL STANDARD DRAWING Dare 1989 05 OI Rev 2
SEWER IN EARTH 6ACKFI LL FOR SEWERS Date
AND PRESSURIZED CONDUITS
RIGID AND FLEXIBLE PIPE OPSD — 803.04
MANHOLE FRAME G COVER
T'..mm :LEAMANCE FOR TOP TWO STEPS ONLY SEE NOTE S
SEE NOTES CONCRETE CAP
7 MAXIMUM 300 mm BRICKWORK
•' CEMENT BRICK SET IN 3 PARTS I�
i3llt 885 mm DIA. • SAND, 1 PART CEMENT MORTAR WITH 2 883 mm CIA. ,230
_ IS mm PARGED ON OUTSIDE, SEALED WITH
• TWO COATS OF BITUMINOUS PAINT. •e;
• r
Oi i.•
OI e
-s MANHOLE SECTION TO MEET A.S.T.M. �
SPECIFICATION C-478 OR EQUIVALENT e
•• is
1 e e
e 9.
1.
` 130 • 1200 mm CIA. 130 130 1200 mm DIA. 130
z1 •, e - PARGE OUTSIDE OF JOINTS
PRESS SEAL OR EQUIVALENT RUBBER BASKET �.-
Wt
t
VI •'
EI • 127 a:
O n r,
W 7 p!
4 MI I O
\ _' 20 MP@ CONCRETE BENCHING TO BE FORMED 1
SEE TABLE e A AFTER MANHOLE IS ERECTED
I
MIN.OF 75 mm OF 19 mm CRUSHED STONE COMPACTED —
' 1460 mm DIA. _ H60 mm DI A.
SECTION A-A SECTION 8-6
200 685 mm DIA. «, -
' e HEIGHT OF BENCHING ABOVE INV.OF OUTLET PIPE
MANHOLE SECTION TO MEET A.S.T.M. I
n. i- PIPE 300 350 37S mm TO m0in
SPECIFICATION C-4T8 OR EQUIVALENT ° DIAMETER 200 mm mm mm Bmm INCLUSIVE
BENCHING O S PIPE ITS OS PIPE OS PIPE
' 1 0 1200 mm DIA. ' 130 REQUIRED DIA. mm 01&450 mm 0IAe75 mm
A (LOWEST BENCHING SMALL GOVERN)
A7 `p
'
B PRECAST FLAT TOP
NOTES,
1 1 I. PRECAST CONCRETE BASES SMALL BE USED ONLY WHEN GROUND CONDITIONS
I
1 I ARE DRY AND FIRM (STRUCTURALLY SOUND).
2SO 2. TOP OF SEHCMINO TO BE SLOPED AT 2% TO CHANNEL.
3. ANY PIPES ENTERING THE PRECAST SECTIONS, MUST NOT ENTER AT A
A // \ A MANHOLE SECTION JOINT,
4. LIFTING HOLES IN PRECAST SECTIONS TO BE COMPLETELY FILLED WITH 3 PARTS
SAND, I PART IN
MORTAR AND POINTED BEFORE BACK-FILLING.
/ y1y j i 5. MANHOLE STEPS: TO BE PD9ITICNEO AS PER STANDARD S'IS•
\ /
S. PRECAST FLAT TOP TO BE USED WHEN TOTAL HEIGHT OF PRECAST SECTION
IS LESS THAN 1.80 m.
7. GASKETS TO BE PLACED AS PER MANUFACTURERS SPECIFICATIONS.
G. FOR MM.OEPTHS GREATER THAN 50 m A MANHOLE SAFETY GRATING IS REQUIRED
PLANMAX SPACING BETWEEN SAFETY GRATES IS 5-0m.-
I I 9. FOR DEPTHS GREATER THAN 75 m THE MANHOLE MUST BE INDIVIDUALLY DESIGNED.
I I 10. 19 mm CRUSHED CLEAR STONE SHALL BE PLACED UNDER PIPE,AT THE MANHOLE,
B TO THE FIRST JOINTS.
il. THE FIRST PIPE LENGTH OUT OF THE MANHOLE SMALL NOT EXCEED 1.80 m.
ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED 12. FOR BENCHING DETAIL SEE M. DWG. No.S-113
THE REGIONAL MUNICIPALITY OF DURHAM DEPARTMENT OF WORKS
CHECKED REVISION No. 3
1200 mm PRECAST CONCRETE MANHOLE DATE -
APPROVED 1 66 05 08.
DATE ^� (FOR SEWER SIZES UP TO 600 mm ON STRAIGHT RUNS) �` 'O'
1978 03 10 J
127 VARIES
CLEARANCE • 75
CLEARANCE i
� N
0
N VARIES
N
-�19�--
R•16 T
1
H
• i r \R•,6
VARIES p�C! I N
R•,6 TYPE
PE 8
FOR USE IN BRICKWORK ONLY
� M1N 90
TYPE IN
FOR POURED IN PLACE MANHOLES MIN ,zo
r
A_A EXTRUDED HOLLOW
1 4S• • CIRCULAR SECTION
B B 8_B
NOTES: c
1. MATERIAL FOR STEPS TO BE ALUMINUM ALLOY 65 ST 4 (ALUMINUM CO. r HOLLOW CIRCULAR
OF CANADA SPECIFICATIONS). 20 NUIA STEP
2. DISTANCE BETWEEN STEPS TO BE 300 mm.
3. DISTANCE FROM STEP TO TOP OF BENCHING TO BE 300 mm MAXIMUM. 14,
4 DISTANCE FROM BASE OF FRAME TO FIRST STEP TO BE 75 mm.
5. LAST STEP TO BE 300 mm ABOVE BENCHING OR GOO mm ABOVE INVERT
FOR PIPES LARGER THAN GOO mm 0 OR 150 mm ABOVE SPRINGUNE A — - A
FOR PIPES 1200 mm 0 AND LARGER.
6 TWO COATS OF STATIC ASPHALT PAINT OR APPROVED EQUAL. ON L� 2,0
EIABEODED SECTION.
7 HOOK TO BE PLACED UPRIGHT IN BRICKWORK OR CONCRETE AS �POLYETHYLENE ANCHOR
REQUIRED INSULATING SLEEVE
fl RUNGS TO BE PLACED ON BLANK WALL.
TYPE IC`
FOR PRECAST MANHOLE SECTIONS
ALL DIMENSIONS W MILLIMETRES EXCEPT WHERE NOTED
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEHARTMENT
K 4
C�
Uff am
VE° MANHOLE STEPS as,2
E ,978 03 10 S-111
I
I ,
I ,
1 NOTE'CHANNEL IN DEAD END
MANHOLE TO FINISH t
225 mm FROM
UPSTREAM WALL .•: I ;:�!. ` .� '�� �"
yiA
s p'
I 1
t I I
I
I
STRAIGHT RUN 'Y' JUNCTION
i
ON
1 1 ,
' 450 BEND 90° BEND
HEIGHT OF BENCHING ABOVE INVERT OF OUTLET PIPE
' PIPE UP TO 300 350 375 :00 600 GREATER
DIAMETER INCLUSIVE mm mm �mm mm�� THAN mm
BENCHING 0.5 PIPE 173 05 PIPE 1 0-5 PIPE
REQUIRED DIA. mm DIA DUL+*5mm lag .e
OF(LOWEST BENCHING SHALL GOVERN)
MAX. PIPE SIZES ALLOWABLE FOR PRECAST MANHOLES I
I
MANHOLE DIA. 1200 1500 1800
1 1
' INLET OUTLET INLET OUTLET INLET OUTLET
STRAIGHT RUN 600 600 825 825 1050 1050
45° BEND 525 525 750 750 '900 900
90° KENO 450 450 675 675 825 825
NOTES .o' ...
L 20 MPO CONC. BENCHING TO BE FORMED IN ALIGNMENT EXEEDS IS•. i --�
' AFTER M.H.IS ERECTED. S. ALIGNMENT OF SEWER TO EXTEND A
2. ALL BENCHING TO BE SLOPED AT 2% MIN.OF 150 mm INTO MH.BEFORE A CHANGE
TO CHANNEL. IN ALIGNMENT BEGINS. 1
3. BENCHING TO BE 225 mm MIN.WIDTH. S. THE MAXIMUM ALLOWABLE PIPE SIZES FOR I I
4. TO PROVIDE ADEQUATE BENCHING,THE E PRECAST MANHOLES PROVIDED IN THE TABLE
RADIUS OF THE MH.BENCHING SHALL BE ARE TO BE USED FOR MANHOLES 1 T' JUNCTION
ONLY. THE SIZE OF MAANHOLE NHOLE Ii
REOIRED
EQUAL TO OR GREATER THAN THE INSIDE FOR'Y' AND T' JUNCTION WILL BE
DIA. OF THE LARGEST PIPE FOR JUNCTION DETERMINED AT THE TIME OF ENGINEERING
OR TRANSITION MWS WHERE THE CHANGE SUBMISSION.
ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED
THE REGIONAL MUNICIPALITY OF DURHAM DEPARTMENT OF WORKS
CHECKED No. 2
1PPR
TYPICAL BENCHING DETAILS DATE 1985 OS 28
' DATE 197's o� to FOR PRECAST MANHOLES S-113
1 -
r
' "LIFT HOLE
I
r
\ ® ®ZZ 2C ® ®
® 203`1® C ® �C
�!03
C ®
C A A
ti ® ® 0300CC ® ®
9h
r ® tifU
® 0 ® 203 ® ®
1 '
COVER PLAN SEWER OR WATER
4.5 MAX. 624
FRAME PLAN CLEARANCES 114 N 2g� i 22 -49
�I
1 - I
—I —16
613 �••�
SECTION _C-C
r
r -—676 - ---
633- —
624_ - _ \
i \
r 49 3L I
f
a 49
-t-6
A
667 SECTION B-B
Soo
r NOTES,
SECTION A�A on LE TOLERANCE FOR DIMENSIONS OF 300 mm.
OR LESS S IS f 3 mm.
2 LO
. ALLOWABLE TOLERANCE FOR DIMENSIONS GREATER THAN
300 mm AND UP TO 900 mm INCLUSIVE IS 2 6 mm.
3. THE INITIALS OR MARK OF THE MANUFACTURER APE
TO BE DISTINCTLY CAST IN RAISED LETTERS ON BOTH
FRAME AND COVER.AS WELL AS THE DESIGNATION
SEWER. OR 'WATER.'
ALL DIMENSIONS IN MILLIMETRES EXCEPT W14ERE NOTED
' THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED
REVISION Me.
SQUARE MANHOLE FRAME WITH CORNERS DATE
XPPROVED
34TE CUT OFF AND CLOSED COVER S�' � ! t
1985 04 14
1
FINISHED SMOULDER GRADE "'PROPERTY LINE
E OF ROAR ALLOWANCE
BELL ENO
r o WITH PLUG OR
SHORT LENS-- JW l_ OR V.C. a n COUPLING WITH
OR PVC SCR ZD I x >t PLUG
MIN. 2 X GRADE j !�
E I MAX. 10 X GRADE
F
x SEE
e
2 NOTE 4
` 223' BEND Y PIPE
i CONN
INVERT FULL LENGTH AC OR iC OR
CONNECTION BRANCH PVC $OR 28
' SEE NOTE 2 'A'— MIN 79 mm,MAX 129 TT OBVERT -0 DOVERT
S 'B'— MAX 300 TT OBVERT TO 09VE7T
CONNECTION
INVERT
' SEWER MAIN
SANITARY SEWER HOUSE CONNECTIONS
NOTES
]"TAMPIN'O-0 NUT
EQUIRED) L IN NEW AVOW ONS E SANITARY SEWER AND WATER SERVICE
' COMIECTOO ARE M OR INSTALLED IN SEPARATE TRENCHES.
IM CASES Mbdm 'NE SEPARATE TRENCH INSTALLATION n
CEMENT MORTAR HOT PRACrw-%L,SAIIRAA V SEWER A" WATER SERVICE CONNECTIONS
BRAY E dOTI`1ES IN A COMMON TRENCH AS PER DETAIL 'A'
L IN NEW lUmV3}6 ALL CDNNERIONS TO THE SEWERS ARE TO
E MADE WfTH A•ACTDRY MANUFACTURED 'T'. FOR CONNECTIONS
' 1.030 G MOLE TO O16TNB SAW-71RT SEWERS, OTNEN THAN ►V.C. OR A.B.S. TRUSS
31.730 DE►TN PIPE,A SAOOLE =1015-TIOM MAY BE WED. MORTAR-ON SADDLES
TOE 011 r1101ETE PIP£ GREATER TIWI dB0 ww DNMETF]R.
E%PANSIOM n90t CIRCUMFERENCE WMECT'r]GB TO EXIST'wIG.PVC SEWERS ARE TO BE MADE WITH
ANCHOR OF PIPE A FACTOR MAWAC^,JED TEE. CONVECTIONS TO EXISTING A.SA.
CUT OPE?" TRUSS PIPE ARE M E MADE WITH A SOLVENT WELDED SADDLE.
MORTAR—ON SADDLES FOR CONCRETE S. .5• STRAP ON S& LE TI: E USED ON SEWERS OTHER THAN PV.C.
' 04 TRUSS PARE,fMft LATERAL INTERSECTS SEWER "N AT AN
MAINS OVER 450 mm DIAMETER ACUTE "
t. THE SEWER EC'-OR SMALL E UtO FROM THE MAIN TO 1.3 a
BEYOND TIE PRC-ERTV LINE IN NEW SUBOIVI$IONS ONLY. SEE S-4Il.
FOR UK" SE*HCE CONNECTION DETAILS
S. THE ENO OF AL. UWER PIPE MUST BE MACHINED.ALL CUTTING AND
' PtOE COUPLING MACMIM:NG -0 E OCME BY CONTRACTOR.
22.5•END • A COUPLING 3wAL: IE INSTALLED AT DEAD END AND $HALL BE
►LUGBEB QSINS • WATER TIGHT PLUG.
T DEFLECTZ= OF -PE AT JOINTS IS NOT TO EXCEED 3'
LL SO — MAX. DEFLECTION FOR A 3 w LENGTH Of
100 M AC. OR VC. ON ASO13TDS CEMENT ►VE
' ►VC SOR tt 77 1GIM SHFLECTION FOR LB w LENTH OF
SADDLE MAHCH VETlhnE2 CLAY ►1►E
CEWER MAIN
l PIPE COUPJSIG TL It 'MING-TITS' ON EQUIVALENT. WC TO BE
BELL ANC Wm GC- JOINT.
L REFER TD STD- S-SCA FOR BEDDING REQUIREMENTS FOR PVC
SERVICE :-Z-NNE7'IOb AND CLASS' ' BEDDING FOR AC AND V.C.
L J PIPE AS 3-401
In WHEN 4OR'1R 4 SImLE S
ARE UEO,A MACHINE WT OPENING n TO E
MARL IN '+E SA/G'MT SEWER WITH A CORING MACHINE
' TOP VIEW
A FINISH" GRtift—
d.AIR.75,DEPTH OF SCDOGM
STAINLESS BELOW APt.
STEEL NUT :0 Be .OUTSIDE DIAMETER
' AND WASHER RING UAL ACCORDING TO :_e Bd•MINIMUM WIDTH OF
MANUFACTURERS G:C TRENCH
SPECIFICATION r •W+dbO WITH MIN DP
900 OR BA+WROTH
STAINLESS STEEL = I OF SHORING+Goo
STRAP i WATER SERVICE
' SECTION 'A-A' SEWER SERVICE I x 0
CAST— IRON SADDLE BRANCH FOR rs _.
CONNECTION TO EXISTING MAINS OTHER DETAIL 'A'
THAN P.V.C. OR A.B.S. TRUSS PIPE. CALL 4L V N TRENCH DETAIL
OME.'mS10NS IN MILLIMETRES EXCEPT WHERE NOTED
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED REVISION Na `
SANITARY SEWER HOUSE CONNECTIONS "°`
I»1 04 of (150 8 100 mm PIPE ) S-301
W (PWEb"T ELEAMNiii/ A
c
` J
J N t
ISO wn VAX DEFLECTION FOR EVERY 40 w LENGTH Of PIPE
a° �a
t (--45• PVC SWEEP BEND, S.D.R. 24
d "
to r- PVC PIPE SD.R 26 .-
_
MIN 2%GRADE SEE NOTE 4
`.BEDDING MAX 10%GRADE]
`A$ PER STD DWG 5-304
X' /
<: 2
� S?
E i ° I U-DIS-its.. GROUND
nl o i
/ MIN ?5
' I FACTORY MANUFACTURED'T'
KDDNG MATERIAL AS PER S-401 OR S-306
°.8
o .. �•�
I
D
600 MIN.
SANITARY SEWER RISER CONNECTION - TYPE I
w t PAVEMENT ELEVATION
_ tr tJ
' O `
ISO wm MAX DEFLECTION FOR EVERT •0 w LENGTH OF PIPE � Z XK
a a —22.5• PVC SWEEP BEND, S.D.R. 218 I W'W
E E
a
O r'.O
M
0 d �-y M 2%GRADE r;n
\`MAx 10%GRADE
i �20'-35' / SEE NOTE 4
i --j
Y.C. PIPE,S.D.R 28
X,,
' r
W BEx NG
z f AS PER STD. DOG.5-304
E
o:
0 45• PVC SWEEP BEND,S.D.R. b
f UNDISTURBED GROUND
WIN. TS FACTORY MANUFACTURED 'T'
i00 v'r KOOWG MATERIAL AS PER 5-401 OR S-305
I600 MN.I
SANITARY SEWER RISER CONNECTION - TYPE 2
(1) RISER CONNECTIONS TO K USED WHEN NAM (4) IN NEW SUBDIVISIONS, THE SEWER CORRECT" SMALL
SEWER DEPTH IS GREATER THAN 45 a. K LAID FROM THE MAIN TO 15 w BEYOND THE PNOPER'TY LINE.
FROM E PAVEMENT ELEVATION TO THE MW OF MAIN SEWER AND PLUGGED WRH WATERTIGHT PLUG
(2) RISER CONNECTION TYPE 1 TO K USED WIEW 15) ALL CUTTING AND MACHINING TO BE DONE BY SHE
M.LS OF EXCAVATION ARE 35•-45' FROM CONTRACTOR
VERTICAL. (61 'xWIX'COUPUNG OR APPROVED EQUAL SHALL K U$D
WHEN CONNECTION IS MADE TO AN EXISTING -ATERAL.
(3) RISER CONNECTION TYPE 2 TO BE USED `MEN
WALLS OF EXCAVATION ARE 20'-3S FROM ,
VERTICAL.
ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CMECKIED' ft 7
T � SANITARY SEWER RISER CONNECTIONS �.. 05 os
�'Kll- FOR RESIDENTIAL DEVELOPMENT S-3O2
E Isso 03 w TYPE i a 2 (100 mm 8 150 mm PIPE
ROAD ALLO11AMCE I PRIVATE PROPERTY
I I
MAX 3 m
SWING CAP SEE NOTE 2
I BELL CLEANOUT
m� I SEE DETAIL'A'
a � �
PLAN
RUBBER GASKET
162
� I
22 . RADIUS BENDS 100 mm PIPE
'Y' BRANCH �� CONC.CRADLE GALVANIZEC OR BRASS
J
PROFILE
SURFACE CLEANOUT DETAIL 'A'
I
I
I
I
100 mm PIPE
NOTES
A.L f1TT1N65 TO BE CAOWLE CAST IRON OR EQUIVALENT.
2. '4w+EN THE CLEANOUT IS LOCATED IN A DRIVEWAY A
PLAN BRASS CAP 1S REQUIRED.
i CONCRETE CRADLE SHALL NOT BE USED FOR
' I PvC PIPE
i
I
' 1 PROFILE
I
RUNNING CLEANOUT
1 ALL DIMENSIONS IN MILLIMETRES EXCEPT INHERE NOTED
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
ZMECKE) _ MSION No 2
AP°a0':E: .981 04 01
=,z SANITARY SEWER CLEANOUTS
.E
1 91. 03 'O - S-303
1
1
1
MIN •SO
1
1
NATIVE MATERIAL COMPACTED
TO 95*4 PROCTOR DENSITY
i
1
SAGO 3►CXFILL \ 1 �
CokV*,C-ED TO 911%
PRJC':.A DENSITY -
� r
O�
O
i
STANDI?0 dIrENS10% RATIO \�
NOT TC EX=M SOR 28.
1 19 mm CRUSHER
RUN LIMESTONE TO SPRINOIINE
OF PIPE COMPACTED TO 949%
PROCTOR DENSITY TO WALLS OF
TRENCH.
1
ALL -IWENSIONS IN MILLIMETRES EXCEPT WHERE NOTEC
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CNECICED AEVISION ft 2
BEDDING DETAIL FOR PLASTIC C984 Z�
.E 19 7. ce -a_ SANITARY SEWER SERVICE CONNECTIONS S-304
1,
' SAND BACKFILL COMPACTED
L O 98% PROCTOR DENSITY
TRENCH Box
SHALL NOT REACH
BELOW THIS LEVEL
' �,`•;
300 FILTER FABRC SEE NOTE S)
�'f. r"?• .:
19 wn CRUSHER RUN LIME STONE
-COMPACTED TO 96 x PROCTOR \ COMPACT* 9a N LIME STONE
DENSITY' O.D.+100 \1`\ DENSITY
130 MN CRUSHED ZEA.V STONE FOUNDATION
0.D + 600 MIN. AS R£OtARC
r J
0.Q+ 600 MN.
DRY TRENCH WET TRENCH
NOTES
L BEDDING MATERIALS SMAL_ BE FULLY EXTENDED
NOT AND COMPACTED AGAINST '*iE=H WALLS.
TRENCH BOX SMALL
REACH BELOW AL LEVEL BEDDING MATERIALS SKA.__ BE PLACED IN
ISO mm LAYERS.
2 NO MECHANICAL COMPAC?CN E�ZUIPMENT SMALL
23aQD. 0.D. 2.SaDO.. BE USED ON TOP OF PtK s9t*R TO PLACING
A MINIMUM OF 300 an CCW£R.
S PIPE SMALL BE BEDDE: TC PROPOSED LINE
AND GRADE WITH UN:FONb AmM CONTINUOUS
SUPPORT FROM BEDDING 3L:CKING WITH ANY
HARD OBJECT SHALL NC- SE USED TO
BRING THE PIPE TO GROX
SAND BACKFILL � `� '�
300
g
COMPACTED TO s., g " 4. CONCRETE SMALL NOT BE USES IN THE
96 x PROCTOR „\.\.` EMBEDMENT ZONE
DENSITY
\ \ \��• O.D +100 S. FILTER FABRIC SHALL BE LSED IF GROUND MATER
TABLE IS ABOVE THE TRE004 BED OR IF GROUND
19 mm CRUSHER RUN ` \ \ \\� ,\ MATER IS FLOWING MM '4E.'1GM THROUGH THE
LIME STONE COMPACTED \
TO 96% PROCTOR DENSITY \\ \ \ EMBEDMENT ZONE.
CRUSHED CLEAR STONE 300 MIN
' FOUNDATION AS REQUIRED
' UNSTABLE TRENCH
�I
I
I
ALL DIMENSIONS N MILUOETRL EXCEPT WHERE NOTED1
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECK(b 'mt CH 1tl. Z
WWROVED SEWER TRENCH BEDDING DETAIL 1966 OS 09.
(FOR PLASTIC PIPES
' 1981 06 n CLASS P l UP TO 375 mm S-305
i
i r
SAND SACKFILL CrwaC•"E'C
. ...-.:.
TO 98% PROCTOF 3EtiS:'1 ..
0.125 N WITH
A MIN. OF 5C 0.25 0 WITH A WN. OF
i
PLAIN OR REiNFOR= I �
CONCRETE MM,tr&ft
DRY TRENCH
T-
' CRUSH M-11 LI
O.s Sc y LIMESTONE G:RIPALTED
TO 99 % PR:CTCR 0.25 8e
DENSITY. ,
WET TRENCH _1d
t HLd BLEND CM CR':SMED
CLEAR STONE
CONCRETE ARCH CLASS A CONCRETE CRADLE
REINFORCED As•10% L.'4$
' REINFORCED As•0 4% L_•5.4
PLAIN L.•23
Bid ad
g 1 0.125 H WITH A
MIN. OF 150
S" SACKFIi CamL. - —1
TO 997E PROCTOF DENS 1
' I DRY TRENC1 \ I
S Bc t9 — Ci USHET Run uW-STOW COMeC'— 1 - 0.167 9c
TO 997E PROC".R 7�TY d;10
WET TR£NC!
MLS BLEND OF CRUSHED
CLASS B CLEAR STC»E CLASS C
t-1.i9 L1•LS
LEGEND
Sc •OUTSIDE O(AMEfER
H • L COVER ABOVE TOP OF PIPE INSIDE
d DEPTH OF BEDDING MATERIAL BELOW PIPE 41•MINIMUM WIDTH OF TRENCH
_T •Sc•600 WITH A MINIMUM OF 900 OR
. •Sc•WIOTN OF SHORING• 600
O Lf •10A0 FACTOR
O
of
DEPTH OF BEDDING
MLTEBIAL BELOW PIPE
. CLEAN DRY EARTH FTE_ D d(MINJ
FROM LUMPS COVPACT-_
TO 95% PROCTOR DE)Gt Y 700 mm AND SMALLER 75
750 mm TO I mm 100
1700 mm AND LARGER ISO
CLASS D
(FOR DUCTLE IRON WATERMA114S ONLY)
ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE %-F..D
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
UED QEr SAOPJ M0 S
384 05 Z4
App.-NE0 �-- - SEWER & WATERMAIN TRENCH BEDDING S- 401
WE
I!'/ 03 0
1
1
1 J D
8 J�
m
GRAM
<U<W
S
2
W�g IMPACTED BEDDING
AS SPECIFIED g
N_xxS
m � 1
O�n
9a -
L.MEN
Bc = OUTSIDE DIAMETER
Bd MINIMUM WIDTH OF 900
M Bc + 600 WITH MINIMUM OF 900
Bc + WIDTH OF SHORING + 600
d = DEPTH OF BEDDING MATERIAL BELOW PIPE
H = BACKFILL COVER ABOVE TOP OF PIPE
ALL DIMENSIONS N MILLIMETERS EXCEPT WHERE NOTED.
"DAM )1975 IPAUTY OF DURHAM WORKS DEPARTMENT
REVISION NO.: 4
WATERMAIN AND WATER SERVICE DATE: 199311
TRENCH DETAIL (TYP E 1 OR 2 SOIL ONL S-4.02
IWIDTH OF TRENCH TIMBER OR STEEL SEAM
Of ADEQUATE SIZE
GROUND ELEVATION
TEMPORARY I
• MINCERS
GRANULAR C I= EXISTING SEWER
OR WATERMAIN 3C� SOD GRANULAR C
+ 00 NOT REMOVE
MANGERS UNTIL
ACKFILL,No
o HLB BLEND CRUSHED OPERATIONS REACH
8 go LIMESTONE COMPACTED THIS POINT.
-:= TO 95%PROCTOR P�
DENSITY
CONCRETE SLAB '
r
i° 600 YIN :lo IS MPa AT 26 OAYS O0.•000+H
aN:Y. �n
1 �
1
. ,. NEW SEWER OR WATERMAIN
r
CLEARANCE GREATER THAN 1200
WIDTH Of TRENCiI
TIMBER OR STEEL BEAM
OF ADEOUATE SIZE
GROUND ELEVATION
TEMPORARY MANGERS
1 I - GRANULAR C M NOT REMOVE
EXISTING SEWER MANGERS UNTIL
OR WATER"'IN BACXRATIO S
OPERATIONS REACH
THIS POINT
CIA
t
I=mo—HLB BLEND CRUSHED CLEAR
WI< LIMESTONE COMPACTED
=I=► TO 95% PROCTOR
<� DENSITY
LIW
<ir
WI<
J yr
VIZ
e O.D.a600♦H
�f
o_
I
NEW SEWER OR
WATERMAIN
SECTION LONGITUDINAL SECTION
CLEARANCE NOT GREATER THAN 1200
ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECXED
A REVISION No.
SUPPORTS FOR WATERMAINS, AND SEWERS OA7t 1903 0: 19
:AIE 1965 04 19 CROSSING TRENCHES S-4
VARIES
FINISHED GRADE
FINISHED ROAD GRADE
1 i
� I
ROD
pi I
o'
°m �w SERVICE BOX ECLIPSE PATTERN NO. 9-� pl
so pl
2 Z CURB STOP MUELLER ORISEAL COMPRESSION
w JOINT NO. H-15209 OR AN APPROVED
Z N EQUIVALENT. I�
COPPER TO COPPER COUPLING : MUELLER
COMPRESSION JOINT NO H-15403 OR
AN APPROVED EQUIVALENT (TO BE USED I la
WHERE REQUIRED). i
SERVICE GROUND CLAMP C/W
ANODE WIRE CONNECTOR
COPPER SERVICE PIPES CRIMP END OF
' TYPE 'K' PIPE.
n 150
150 -�
9 5.4 kq ZINC AND 50 mm x 150 mm x 300 mm
CEDAR BLOCK PLACED
NON-FERROUS ON UNDISTURBED GROUND
WATERMAIN 2300
CORPORATION MAIN STOP
MUELLER COMPRESSION JOINT NO. H-15008
OR AN APPROVED EDUIVALENT AND BROAD BAND
STAINLESS STEEL SERVICE SADDLE
(CAMBRIDGE BRASS SERIES 304 OR AN
APPROVED EQUIVALENT)
NOTES:
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 SUBDMSIONS ONLY.
4. HORIZONTAL GOOSE NECK TO BE USED WHEN COVER LESS
THAN 1700 mm.
5. WATERMAIN TO BE TAPPED UNDER PRESSURE.
6. SERVICE GROUND CLAMP TO BE WRAPPED WITH 'SCOTCHFILL7
ELECTRICAL PUTTY OR APPROVED EQUAL.
7. ANODE TO BE PLACED AT LEAST 1.0 m AWAY FROM THE SERVICE
AND AS DEEP AS THE BOTTOM OF THE SERVICE.
„ ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED ,,; , LAYOUT OF PIPE AND FITTINGS FOR REVISION NO.
APPRO �, 19 -mm AND 25 mm COPPER WATER DATE: DEC 1992
DAU 1976 03 1 SERVICE ON NON - FERROUS WM S- 41 4
11
WATERMAIN
O
O
' A A
M.J. D.I. RETAINER GLAND
TEE BOLTS
SET SCREWS �
O
SECTION A—A
»s:
1. CATHODIC PROTECTION TO BE
PROVIDED AS PER 5-439.
ALL DIMENSIONS IN MIWMETERS EXCEPT WHERE NOTED.
THI= REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CHECKED: REVISION NO.: 4
MECHANICALLY RESTRAINED J01 NT5 DATE: 1993 11
i DATE: 1978 03 10 FOR FERROUS WATERMAIN PIPE 5-417
SAND BEDDING AND BACKFILL ea
COMPACTED 9V 100 mm LAYERS
TO MIN. COMPACTION AS PER
TABLE. -
WIRE D TRACER COMPACTION
COATED STRAND. mm X PROCTOR
I 12 GUAGE TW75.
150 98 x
TWU75 OR RW90XLPE
WIRE RATED AT MINUS 40'C
TAPED TO THE W.M. WITH 200 98 x
FIBERGLASS TAPE <
` 300 HAND TAMPED
P.V.C. PRESSURE PIPE — r
STANDARD DIMENSION RATIO
NOT TO EXCEED SDR 18.
CLASS E
Ba
SAND BACKFILL COMPACTED
TO 98 x PROCTOR
DENSITY.
TRACER MARE —
COATED 7 STRAND, 12 GUAGE TW75,
TMN75 OR RW90XLPE WIRE LEGEND
RATED AT MINUS 40'C
TAPED TO THE W.M. WITH Be- OUTSIDE DIAMETER
FIBERGLASS TAPE. D - NORMAL PIPE SIZE
19mm CRUSHER tX Bd: WIDTH OF TRENCH
RUN LIMESTONE Bc + 600 mm WITH A MIN.
COMPACTED TO 98 x ^ OF 900 mm OR
PROCTOR DENSITY ° Sc + WIDTH OF SHORING
ALL VALVES AND FITTINGS TO BE t 600 mm
COMPLETELY BACKFILLED WITH
19mm CRUSHER RUN LIMESTONE
CLASS F P.V.C. PRESSURE PIPE STANDARD
DIMENSION
RATIO NOT TO EXCEED SDR18
NOTES:
1.CLASS E BEDDING TO BE USED IN STABLE GROUNDS OR SOILS
OTHER THAN SILTY CLAY.
2.CLASS F BEDDING TO BE USED IN UNSTABLE GROUNDS OR
SILTY CLAY.
3.TRACER WIRE MUST BE WRAPPED AROUND FITTINGS AND BROUGHT
TO THE SURFACE AT EVERY VALVE BOX AND SECURED.
4.REFER TO SCHEDULE 'C' FOR P.V.C. WATERMAIN SPECIFICATIONS.
S.CONNECTORS USED FOR SPLICING TRACER WIRE SHALL BE
WING NUT TYPE WITH NYLON SHELL AND NON—CORROSIVE
STEEL WIRE SPRING.
ALL DIMENSIONS IN MILUMEIERS EXCEPT WHERE NOTED.
THE REGIONAL MUNCPAUTY OF DURHAM WORKS DEPARTMENT
a+ECKM
DATE 1991 11 15
'°"°%W P.V.C. W ATERMAIN TRENCH BEDDING
A S-423
SERRATED SPLIT FL W'
0 0
I
0O O PLAIN ENO
PVC PIPE SERRATIONS
O O DUAL SEAL
GASKET
O O -
FLANGE J01NT
RESTRAINER OR APPROVED
EQUIVALENT
100 mm TO 300 mm
SERRATED SPLIT O SERRA1.^ SPLIT
CLAMPING RING -*,GASKET
T—BOLTS
I P%-, PIPE
O MECHANICAL JOINT
UNI-FIMISE SERIES 1300
-RESTRAINER OR APPROVED
FOUNAI FM
100 mm TO 400 mm
SERRATED SPLIT
CLAMPING RINGS
' THREADED ROD -
1. ALL BOLTS AND NUTS SMALL BE
CORE-TEN STEEL OR EOUIVALEN-
2. REFER TO STANDARD OWC 5-43'
FOR LENGTH OF JOINTS TO BE
RESTRAINED.
3 ONE 5.4kq ZINC ANODE IS TO BE
PVC plpE
INSTALLED ON EACH RESTRAINER,
4, ANODE WIRE TO BE FASTENED TO BELL JOINT
RESTRAINER WITH THERMTE WELD
S. ALL COTE WELD CONNECTIONS UNI-ELMIGE SERIES �350
TO BE E CWTED WITH 'RO'r8OND Tar
PRIMER AND ROYSTON 'HANDY CAP' RESTRAINER OR APPROVED
OR APPROVED EOWL
6. MINIMUM HORIZONTAL DISTANCE EoUp A FNT
BETWEEN ANODES 1.0 m. 100 mm TO 400 mm
A— DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPAUTY OF DURHAM WORKS DEPARTMENT
CH REVISION NO.: 4
RESTRAINED JOINT DETAIL DATE: 199311
' FOR P.V.C. PIPE S'430
nDATnE: '\1g62 05 31
A RESTRAINED JOINT SEE
/ 5-430 FOR DETAIL_
19 mm CRUSHER RUN MIN. 300
^ LIMESTONE COMPACTED
TO 98 Z OF PROCTOR jp�•,- O D.
DENSITY. _L �QQJJ
MIN. 300
•, 5
r SECTION A-A
HORIZONTAL DEFLECTION
SEE
RESTRAINED JOINT SEE
S-430 FOR DETAIL 7
r
�- TRENCH BED
TAE TRENCH BED
E E
�
B4
TRENC�� TRENCH WIDTH,
m CRUSHER RUN 19 mm CRUSHER RUN
19 m
-r- LIMESTONE COMPACTED :•; MIN.
LIMESTONE COMPACTED + 0 D TO 98 x OF
TO 98 % OF PROCTOR 1 *_ PROCTOR DENSITY
DENSITY 150 O.D.oA•.
• -I CLEAR STONE FOUNDATION
AS REQUIRED SEE NOTE No 5
SECTION B-B SECTION C-C
DOWNWARD THRUST YEEMICAL DEFLECTION- UPWARD THRUST
TABLE NO. 1
MINIMUM DIMENSION FOR
GRANULAR THRUST BLOCKS
DEFL PIPE DIAMETER
��/(��-T
ANGLE 100 200 300 400
HIM 11.25 400 500 600 700
I. ALL JOINTS ENCOUNTERED WITHIN THE SPECIFIED 22.5 400 500 600 700
RESTRAINING LENGTH •L• SHALL BE RESTRAINEL
ON EACH SIDE OF THE FTMNG 45- 450 550 650 750
2. REFER TO STANDARD DWG S-430 FOR JOINT 90• 600 700 1 850 950
RESTRAINING DETAIL ,
3. GRANULAR THRUST BLOCKS Sw,LI BE FULLY TABLE N0. 2
EXTENDED AND COMPACTED AGAINST TRENCH *A--S
4. GRANULAR THRUST BLOCKS Swu_L BE ENCLOSED MINIMUM RESTRAINING LENGTH (m)
WITH FILTER FABRIC IF GROUND WATER TABLE
IS ABOVE THE TRENCH BED OR IF GROUND wATFR VERTICAL DEFLECTION HORIZONTAL
IS SEEPING THROUGH TRENCH WALLS °•PE DOWNWARC THRUST UPWARD THRUST DEFLECTION
5. IF THE BEARING CAPACITY OF TRENCH BED Ov.
RESISTING DOwNwARD THRUST IS LESS THAN (TED) 1 25 22.5' 45' 11.25 22.5 45- d2.O 22.5 45- 90'
100 KN/m2. CLEAR STONE FOUNDATION SHALL
BE PROVIDED AS DIRECTED BY THE ENGINEER 150 1 5 2 8 4.9 4.9 7.5 10.1 2.8 4.9 8.1
6. WHEN FITTINGS ARE PARTMLLIY OR FULLY EXPOSED
UNDER PRESSURE, ALL JOINTS MUST BE RESTRAINED 10C 2 C 37 5.3 6.3 9.6 13.1 3.7 6.3 10.5 7. ALL PI PE AND FIRING JOINTS SHALL BE RESTRAINED 2 8 S 2 9.0 8.8 13.4 18.3 5.2 9.0 14.9
IN EARTH FILL APPUCATIONS 8. ALL FERROUS FITTINGS AND RESTRAINERS TO BE 40C 3 6 6 7 11.6 1 11 17.2 23.7 6.7 11.6 19.3
CATHODIC1LLLY PROTECTED AS PER S-438
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
TW REGIONAL MUNICIPAIJTY OF DURHAM WORKS DEPARTMENT
JOINT RESTRAINING LENGTH REVISION NO.: 1
DATE: 1993 11
(IN COMBINATION WITH GRANULAR THRUST BLOCK)
DATE: 1991 11 15 FOR P.V.C. PIPE S-431
VALVE GRANULAR THRUST BLOCK
' L L L MAX 19 mm CRUSHER RUN
600 LIMESTONE COMPACTED TO EN L
98 X PROCTOR DENSITY.
_ MECHANICAL JOINT CAP 300
O.D.
~ .
awa wa f%wiw 3�
.i
war!w e
RESTRAINED--J 1 w
UNDISTURBED GROUND
JOINT
PLAN VALVES AND DEAD ENDS ELEVATION
TRENCH WIDTH
w ECHANICAL JOINT PLUG L
GRANULAR THRUST BLOCK
_ g•' 19 mm CRUSHER RUN
L LIMESTONE COMPACTED TO ,�,
98 X PROCTOR DENSITY. 300
i
W
H
s 300
OZ NDISTURBED
GROUND
RESTRAINED r
JOIN
TRENCH WIDTH
PLAN PLUGGED TEE ELEVATION
TRENCH WIDTH
L
•L • MA5 GRANULAR THRUST BLOCK
_ 60j / 19 m- CRUSHER RUN • L 300
o Of uMESTONE COMPACTED TO
98 S PROCTOR DENSITY. tI
U
Z
W MIN
1, 5G Full • 300
I1
;'t►-- UNDISTURBED GROUND
i RESTRNNE� _
JOIN TRENCH WIDTH
PLAN PUGGED CROSS ELEVATION
NOTES:
1.ALL JOINTS ENCOUNTERED WITHIN THE SPECIFIED 4 GRANULAF THRUST BLOCKS SHALL BE ENCLOSED WITH
RESTRAINING LENGTH (L) SHALL BE RESTRAINED FROM FILTER FABRIC I, GROUND WATER TABLE IS ASM THE PIPE 'L' MIN. RESTRAINING
THE FIRST JOINT ON FITTING. TRENCH BED OR IF GROUND WATER IS SEEPING SIZE LENGTH (m)
2.REFER TO STANDARD DWG S-430 FOR JOINT THROUGH TRENCH WALLS
RESTRAINING DETAIL AND TYPE. 5.WHEN FITTINGS ARE PARTIALLY OR FULLY EXPOSED 100 15.2
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 SHALL BE RESTRAINED
WALL ARE SATURATED OR DISTURBED. SPECIAL DESIGN A EARTH FILL APPLICATIONS
DETAILS OF THRUST RESTRAINT SHALL BE PROVIDED BY 7.CA FERROUS PROTECTED AND RESTRAINERS TO BE 300 27 2
THE ENGINEER FOR REVIEW BY THE REGION. ALL FERROUS PROTECTED AS PER 5-438.
8.ALL FERROUS GTTTlNGS AND RESTRAINERS TO BE 400 36.3
CATHODICALLY PROTECTED AS PER S-438.
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNIOPAUTY OF DURHAIU WORKS DEPARTMENT
THRUST BLOCK FOR P.V.C. WATERMAlNS REVISION i
DATE: 1993 93 TT
FOR HYDRANT RUNOUTS9 VALVES, TEES S'433
DATE: EAD 19911115 AND D ENDS
MASTIC MATERIAL SEE NOTE 4 A '
( ) � SERVICE CONNECTOR (SEE ROTE 3,
TRACER WIRE (SEE NOTE 1)
P.V.C. OR C.P.P.
WATERMNN � 5.4 kg ZINC ANODE (SEE ROTE 2)
A
ELEVATION
MASTIC MATERIAL (SEE NOTE 4) SERVICE CONNECTOR (SEE NOTE 3)
TRACER WIRE (SEE NOTE 1)
COATED COPPER WIRE P.V.C. OR C.P.P. WATERMAJN
5.4 kg ZINC ANODE
(SEE NOTE 2) -10.0 mm MINIMUM
1000 mm MIN.
NOES:
1. TRACER WIRE TO BE COATED
7 STRAND, 12 GUAGE
TW75. TWU75 OR
RW9OX.PE WIRE
RATED AT MINUS
40 C.
SECTION A-A 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 INSTALLED.
3. SERVICE CONNECTOR TO BE A 'BURNDY
SERVII", 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
APPROYM CATHODIC PROTECTION FOR TRACER DAII:'°"W 115
WIRES ON P.V.C. OR C.P.P.
WAIL w a s W ATERMAINS S-4351
A
E HYDRANT E HYDRANT
I
I
I
i
E VALVE
i
I
f
I
II
�I
1
1000 mm i
... ♦. �-j C
♦ ♦ 1 J/1 I. I
.O. TMISE/O R M�17.E PWVC E LMDM(TCEARDMWAEN L D) E
, — BONDING
CABLE
YIN (SEE NOTE 4) SEE NOTE IBS
)
A
E WERMAM
A L ANCHOR TEE
S1 kfZINC ANODE A
♦.
4ZINC ANODE
SECTION A-A 150 GATE VALVE
ELEVATION
NOTES
I ANODE TO BE PLACED AT LEAST 10 m AWAY FROM THE FITTINGS 4 ALL THERMITE WELD CONNECTIONS TO BE COATED WITH'ROYBORD
AND AS DEEP AS THE BOTTOM OF THE FITTINGS. MINIMUM 717'PRIMER AND ROYSTON'MANDY CAP'OR APPROVED EQUAL.
I DISTANCE BETWEEN ANODES TO BE 1-0 on. S BONDING CABLE TO BE No S.SEVEN STRAND COATED COPPER
2_ ALL FITTINGS TO BE COATED WITH BITUMINOUS SEALER ON SITE WIRE,CADWELDED TO FITTINGS .
7 PROVIDE 0.201 POLYETHYLENE BOND BREAKER BETWEEN i MMTERYWN TRACER 1I1E 70 BE INSTALLED IN VALVE 801,
CONCRETE AND FITTINGS. AS PER STD DWG. S-125
IR R
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
CM�OKTD l
CATHODIC PROTECTION FOR HYDRANT ASSEMBLY mw o3 K
OLTE ON NON-FERROUS PIPE Sm436
1985 OB 21
F*-A
E VALVE
1
—THERMIT (CADWELD)SEE NOTE
� 100 MIN
0 mm
1 ,6,,,;EWELD
d> a
5 4 kp ZINC ANODE— 54 4 ZINC ANODE—
�A SECTION A—A
CATHODIC PROTECTION FOR VALVES (TYPICAL)
B
> n
> s �
THERMITE WELD ICADWELDI
SEE NOTE a >
a
1000 mm a > > >
MIN a
d 1 > 1
a s I D
> a a
a a
—54 kp ZINC ANODE
SECTION B-B 54 kg ZINC ANODE
CATHODIC PROTECTION FOR FITTINGS ( TYPICAL)
I
NOTE
1 ANODE TO BE PLACED AT LEAST I-Om AWAY FROM THE FITTING 3. PROVIDE 0-20 mm POLYETHYLENE BOND BREAKER BETWEEN
AND AS DEEP AS THE BOTTOM OF THE FITTING MINIMUM CONCRETE AND FITTINGS .
DISTANCE BETWEEN ANODES TO BE 1.0 m . 4. ALL THERMITE WELD CONNECTIONS TO BE COATED WITH
2. ALL VALVES AND FITTINGS TO BE COATED WITH BITUMINOUS 'ROYBOND 747' PRIMER AND ROYSTON'HANDY CAP' OR
SEALER PRIOR TO INSTALLATION ON SITE. APPROVED EQUAL
ALL 04MENGONS W MILLIMETERS EXCEPT rNERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
APB CATHODIC PROTECTION FOR VALVES & FITTINGS cATE "0 03 6
DATE ON ON NON—FERROUS PIPE S-438
t
LONGITUDINAL LAP JOINT TREATMENT
FOR PROPOSED LANE WIDENINGS
1
NOTE- VERTICAL FACE AND BOTTOM
OF KEY TO BE PAINTED WITH
\ BITUMINOUS EMULSION,AFTER
SWEEPING ALL MILLINGS.
0.3 in WIDE KEY
03 m WIDE PROP WIDENING
KEY
t ,rT T T\--\-7'T T T 1
( SURFACE COURSE
EXISTING ROAD 1 1 1 \ i r \ 4\� BINDER ASPHALT
32 mm DEPTH(mio) 1 -T-7 t+� ( 2 littt )
END TREATMENTS
RECONSTRUCTION YEAR REQUIRES FINAL LIFT OF ASPHALT
EXISTING ::I)DT N
ROAD _ _ NOTE, AL L VERTICAL FACES OF JOINTS
TO BE PAINTED WITH BITUMINOUS
0.3 in WIDTH EXISTING ROAD EMULSION PRIOR TO PAVING
(min)
ASPHALT RAMP
WIDTH VARIES
1 TS mmOE
EXISTING ROAD PROP. BINDER ASPHALT
(2 lifts )
_ AP JOINT
2.4m DIAGONAL TYPICAL END TREATMENT-FINAL OVERLAY
i CUT
600 mm WIDTH(mm)
II II
71:1T:A'f ISNG EXISTING I I 1 ROAD NOTE, ALL VERTICAL FACES OF JOINTS
I I ( I TO BE PAINTED WITH A BITUMINOUS
TYPE COATING
600 mm WI
Inin) 2 4 m DIAGONAL
2.4 m DIAGONAL CUT
CUT ASPHALT RAMP REMOVED
32 mm DEPTH
(min)
I
EXISTING ROAD
EXISTING BINDER
ASPHALT (21ifte)
AND TREATMENTS
ASPHALT OVERLAY SECTIONS
EXISTING
_ 111 EXISTING NOTES` I.ALL VEFtT1CAL FACES OF ENO
ROAD ROAD BITUMINOUS EMULSION WPRIOR TO
I� T—�I PAVING.
24 m DIAGONAL- 2.DIAGONAL CUTS TO BE MIN.OF
CUT(min) DIAGONAL CUT 2.4 m,AS DIRECTED BY THE
4 m
' ENGINEER
2.4D1AGONAL CUT (min) (min)
32 mm DEPTH Ir
(min)
EXISTING ROAD
ALL DIMENSIONS IN MILLIMETERS EXCEPT WHERE NOTED.
THE REGIONAL MUNICIPALITY OF DURHAM WORKS DEPARTMENT
r OS O!
PAVEMENT JOINT TREATMENT Ins{
1986 04 08 S- 501
W
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W W J
W fn
W W
N r W
� F ~
N
� O 2
O Q
f O 07
N �
1 I I
.5�
� 1
MIN. SLOPE 2
a:•:.::.. _.......
.;r: . :..;<. .>::.a:;;:.:.*:;.... SUITABLE DEPTH
TO ALLOW FOR
WATERTIGHT PLUG CONNECTION TO
?i PIPE BEDDING AS HOUSE WEEPING
�:a PER N-307 TILE.
COMPACTED 19mm
150 mm P.V.0 '' CRUSHER RUN LIMESTONE
• �� ... G
t S.O.R. 281 PIPE
PROFILE
22.5' P.V.0 SWEEP BEND
OPENING TO BE MACHINE-CORED 150mm 0 BRANCH OFF 5•
IN FIELD MANUFACTURERS TEE
P.V.C. BRANCH TO BE FIRMLY
45* MORTARED TO MAIN SEWER.
(WATERTIGHT)
�- BRANCH NOT TO PROJECT
INTO SEWER.
I -
CONNECTION FOR SEWER
MAINS 450 mm 081 SMALLER
CONNECTION FOR SEWER MAINS
525525 mm
i
Town of Newcastle Public Works Department
CKEO tlY: REVtstON N0.
PPRO„ED P.V.C. STORM SEWER DATE' FEB. 1988
DWOL SERVICE CONNECTION Y' .,.R.M
DATE: STANDARD
J()( Y ?� _ IQRR
i
1
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL95-10
BREAKDOWN SHEETS
W*41STRY QC TAANSPpgTATIDOO.ONTAgtO M 0$ISM t
QUANTITIES - HOT MIX AND GRANULARS W.P. No t Z— ► °43
CONT. No C 4- 9 S - I o
GAF--114 LARTN 69-OA• G�,N. HcsT M 1K Ad" M 1)< dV MIX
Description Exuv. �k,` �A� ► 81 H,L.+ 4.1-..-4 t4 L.-SA, Reference
p 1N 1 oo-e La Gad
i.�C4 D. get-AD B/HOER) �EKTS,
I50«.n 45oMlh 4o-, Sofl W% 50mm.
Sub •Totats Brou ht Forward:
R""-`S fZos,n h boo Soo 4 n oo it,-) ► o00 ► zoo
VoNflI►.�AE �tz.T�tE ►o0 80 I''7o Z,o 2v ---
oR�GV��.u"c D2TVL: ►l.0 90 Zoo zs ZS
SAwaa/wc�.�,y L7ALIVE ZG.o 80 4So 40 4S
Titer- 1At iy Dlt_l vE 117 o $0 18 o Z o
ZS.
I
I
Sub- Totals Carried Forward:
2 Soo f t o s t 3►5
otals / o0 SSoo t3ooe Z ¢Ze loo
Unit 2 5 t
Item No. 3
Reference
CHKD. N&„TA• z
APPR. W.M cC, 1 rn
DATE N Pr-. l99 S
rr r� s rr rr rr rr r r rs r rr rr rr rr rr rr rr rs
3
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
' CONTRACT NO. CL95-10
' OPS GENERAL CONDITIONS OF CONTRACT
' (August 1990)
ONTARIO
Ontario PROVINCIAL
STANDARDS
kN August 1990
GENERAL CONDITIONS OF CONTRACT
MEA TABLE OF CONTENTS
1
' section Title Page Section Title
Pam
' GC 1 INTERPRETATION 1 GC 3.10 Subcontracting by the
Contractor 11
GC1 .01 Captions .11 Changes in the Work, Extra
02 Abbreviations Work, and Additional Work 12
.03 Gender and Singular References
.04 Definitions GC 3.11.01 Changes in the Work
' .05 Substantial Performance 4 .02 Extra Work
.06 Completion .03 Additional Work
.07 Final Acceptance 5
.08 Interpretation of Certain Words GC 3.12 Notices
.13 Use and Occupancy of the
Work Prior to Substantial
GC 2 CONTRACT DOCUMENTS 7 Performance
.14 Claims, Negotiations
GC 2.01 Reliance on Contract Disputes 13
Documents
.02 Order of Precedence
GC 3.14.01 Claims Procedure
.02 Negotiations
GC 3 ADMINISTRATION OF .03 Continuance of the Work
THE CONTRACT 9 .04 Record Keeping
' .05 Disputes
GC 3.01 Contract Administrator's .06 Payment
Authority .07 Rights of Both Parties
02 Working Drawings 10
' .03 Right of the Contract GC 3.15 Engineering Arbitration 14
Administrator to Modify
Methods and Equipment GC 3.15.01 The Conditions for
.04 Emergency Situations Engineering Arbitration
.05 Layout .02 Arbitration Procedure
.06 Working Area .03 Form and Appointment of
.07 Extension of Contract Arbitration Board
' Time 11 .04 Costs
.08 Delays .05 The Award
.09 Assignment of Contract .06 Hearing
' Section Title Page Section Title Paga
GC 4 OWNER'S RIGHTS AND GC 6.03.05.01 Property Insurance 20
RESPONSIBILITIES 15 .02 Boiler Insurance
.03 Use and Occupancy of
GC 4 .01 Working Area the Work Prior to
.02 Disposal of Materials Completion 21
.03 Construction Affectina .04 Payment for Loss or
' Railway Property Damage
.04 Default by the Contractor
.05 Notification of Default GC 6.03.06 Contractors' Equipment
.06 Contractor's Right to Insurance
Correct a Default .07 Insurance Requirements
.07 Owner's Right to Correct and Duration
Default
' 08 Termination of GC 6.04 Bonding 22
Contractor's Right to
Continue the Work GC 7 CONTRACTOR'S RESPONSI-
.09 Final Payment to BILITIES AND CONTROL
Contractor 16 OF THE WORK 23 ?
.10 Termination of the
Contract GC 7.01 General
' 11 Continuation of .02 Layout
Contractor's Obligations .03 Damage by Vehicles or
.12 Use of Performance Bond Other Equipment 24
.04 Excess Loading of Motor
' GC 5 MATERIAL 17 Vehicles
.05 Condition of the Working
GC 5.01 Supply of Material Area
.02 Quality of Material .06 Maintaining Roadways and
03 Rejected Material Detours
' .04 Substitutions .07 Access to Properties
.05 Owner Supplied Material Adjoining the Work and
Interruption of Utility
GC 5.05.01 Ordering of Excess Services 25
Material .08 Approvals and Permits
.02 Care of Material 18 .09 Suspension of Work
.10 Contractor's Right to
GC 6 INSURANCE, PROTECTION Stop the Work or
AND DAMAGE 19 Terminate the Contract
.11 Notices by the Contractor 26
GC 6.01 Protection of Work, .12 Obstructions
Persons and Property .13 Limitations of Operations
.02 Indemnification .14 Cleaning Up Before
.03 Contractor's Insurance Acceptance
GC 6.03.01 General .15 Warranty 27
.02 General Liability
Insurance 20 GC 8 MEASUREMENT AND
03 Automobile Liability PAYMENT 29
Insurance
.04 Aircraft and Watercraft GC 8.01 Measurement
' Liability Insurance
.05 Property and Boiler GC 8.01.01 Quantities
Insurance .02 Variations in Tender Quantities
ii
Section Tide Page Section Title
GC 8.02 Payment 29 .10 Interest for Negotiations
GC 8.0201 Price for Work and Claims
.02 Advance Payments for .11 Owner's Setoff 33
Matedai .12 Delay in Payment
.03 Certification and Payment 30
GC 8.02.04 Payment on a Time and
' Material Basis
GC 8.02.03.01 Progress Payment
Certificate GC 8.02.04.01 Definitions
.02 Certification of Sub- .02 _ Daily Work Records 34
' contract Completion .03 Payment for Work
.03 Subcontract Statutory .04 Payment for Labour
Holdback Release .05 Payment for Material
' Certificate and Payment .06 Payment for Equipment
.04 Certification of
Substantial Performance 31 GC 8.02.04.06.01 Working Time
.05 Substantial Performance .02 Standby Time
Payment and Statutory
Holdback Release Payment GC 8.02.04.07 Payment for-.Hand Tools 35
Certificates .08 Payment for Work by
.06 Certification of Subcontractors
' Completion 32 .09 Submission of Invoices
.07 Completion Payment and
Statutory Holdback GC 8.02.05 Final Acceptance
Release Payment Certificate
Certificates .06 Payment of Workers
.08 Interest .07 Records
.09 Interest for Late .08 Taxes and Duties 36
Payment .09 Liquidated Damages
� t
Ontario August 1990
Ontario Provincial 1
Standard
f
MEA GENERAL CONDITIONS OF CONTRACT
SECTION GC1 INTERPRETATION
GC1.01 Captions GC1.04 Definitions
' The captions appearing in these general conditions For the purposes of this Contract the following
have been inserted as a matter of convenience and for definitions apply:
ease of reference only and in no way define, limit or -
' enlarge the scope or meaning of the general conditions "Access Road" means a private road built or existing
or any provision hereof. road used by the Contractor to gain access to the
Work or to a source of material.
GC1.02 Abbreviations
"Adjusted Plan Quantity" means a Plan Quantity which
The abbreviations listed on the left below are has been adjusted for any or all of the following: a
commonly found in the Contract Documents and mistake in calculation, approved addition, or an
represent the organizations and phrases listed on the approved deletion.
right:
"Actual Measurement" means the field measurement of
"AASHTO"t -American Association of that quantity within the approved limits of the Work.
' "AASHO" f State Highway Transportation Officials
"ANSI" - American National Standards Institute 'Additional Work" means work not provided for in the
"APEO" - Association of Professional Engineers Contract and not considered by the Contract
Ontario Administrator to be essential to the satisfactory
'ASTM' - American Society for Testing and completion of the Contract within its intended scope.
Materials
"AWG" - American Wire Gauge "Base" means a layer of material of specked type and
'AWWA" - American Water Works Association thickness placed-immediately-below the pavement;
"CESA" - Canadian Engineering Standards driving surface, finished grade, curb and gutter or
' Association sidewalk.
"CGSB" - Canadian General Standards Board
' "CSA' - Canadian Standards Association
"CWB" - Canadian Welding Bureau 'Change in the Work" means the deletion, extension,
"GC - General Conditions increase, decrease or alteration of lines, grades,
"OPS" - Ontario Provincial Standard dimensions,quantities,methods,drawings,changes in
' "OPSS" - Ontario Provincial Standard the character of the work to be done or materials of the
Specification Work or part thereof,within the intended scope of the
"OPSD" - Ontario Provincial Standard Drawing Contract.
'MOE" - Ministry of the Environment (Ontario)
"MTO"1 - Ministry of Transportation.(Ontario) "Change Order" means a written order to the
"MTC 1 Contractor covering contingencies, Extra Work,
"MUTCD" - Manual of Uniform Traffic Control increase or decrease in Contract quantities and
' Devices, published by MTO additions or alterations to the plans or specifications,
'SAE' - Society of Automotive Engineers within the scope of the Contract and establishing the
"SSPC" - Structural Steel Painting Council basis of payment and the time allowed for the
"UL" - Underwriters Laboratories adjustment of the Contract Time. Means also, written
' "ULC - Underwriters Laboratories Canada authorization covering Additional Work.
GC1.03 Gender and Singular References 'Completion Certificate" means the certificate issued
'
References to the masculine or singular throughout the by the Contract Administrator at completion.
Contract Documents shall be considered to include the "Construction Signs" mean all traffic control devices
feminine and the plural and vice versa as the context and signs, including vehicles, trailers, and the like,
requires. provided to support signs, and equipment to supply
1 OPS General Conditions of Contract
' 2
1
' sign lighting,but excluding Contract identification signs and description and quantities of material utilized.
and highway number markers,all as may be described
in the MUTCD. 'Day" means a calendar day.
' "Constructor" means, for the purposes of, and within 'Drawings'or"Plans' mean any Contract Drawings or
the meaning of the Occupational Health and Safety Act, Contract Plans or any Working Drawings or Working
R.S.O. 1980, c. 321 and amendments thereto, the Plans, or any reproductions of drawings or plans
Contractor who executes the Contract. pertaining to the Work.
' 'Contract Administrator' means the person,partnership "Earth Grade" means the earth surface,whether In cut
or corporation designated by the Owner to be the or fill, as prepared for the Base or Subbase:
Owner's representative- for the purposes of the
' Contract. "Engineer" means a professional engineer licensed by
the Association of Professional Engineers of Ontario to
"Contract" means the undertaking by.the Owner and practice in the Province of Ontario.
' the Contractor to perform their respective duties,
responsibilities and obligations as:prescribed,;in the "Equipment" means all machinery and equipment used
Contract Documents. for preparing, fabricating, conveying or erecting the
Work and normally referred to as construction
"Contract Documents' mean the executed Agreement machinery and equipment.
between the Owner and the Contractor,the Tender,the
General Conditions of Contract, the Supplemental "Estimate" means a calculation of the quantity or cost
General Conditions of Contract, Standard of the Work or part of it depending on the context.
Specifications,Special Provisions, Contract Drawings,
addenda incorporated in a Contract Document before 'Extra Work" means work not provided for in the
the execution of the Agreement,such other documents Contract-as awarded but considered by the Contract
' as may be listed in the Agreement and subsequent Administrator essential to the satisfactory completion of
amendments to the Contract Documents made the Contract within its intended scope.
pursuant to the provisions of the Agreement.
"Final Acceptance Certificate' means the certificate
"Contract Drawings' or "Contract Plans' mean issued by the Contract Administrator at Final
drawings or plans provided by the Owner for the Work Acceptance.
and without limiting the generality thereof may include
' soil profiles, foundation investigation reports, "Final Detailed Statement" means a complete
reinforcing steel schedules, aggregate sources lists, evaluation prepared by the Contract Administrator
quantity sheets,cross-sections and standard drawings. showing the quantities, unit prices and final dollar
amounts of all items of work completed under the
' 'Contractor" means the person, partnership or Contract,including variations in tender items and Extra
corporation undertaking the Work as identified in the Work, and set out in the same general form as the
Agreement. monthly estimates.
'Contract Time" means the. time stipulated.in the 'Final Ouantity" means that quantity used in the-Final
Contract Documents for Substantial Performance of the Detailed Statement.
Work, including any extension of Contract Time made
' pursuant to the Contract Documents. "Force Account" See'Time and Material'.
'Controlling Operation" means any component of the 'Grade" means the required elevation of work.
Work,which,if delayed,will delay the completion of the
Work. "Grade Line" means a reference line representing the
Grade in profile or longitudinal section established for
'Cost Plus' See'Time and Material". the control of work.
'Cut-off Date" means the date up to which payment "Hand Tools' means tools that are commonly called
will be made for work performed. tools or implements of the trade and include small
power tools. Individually a tool will be considered as
"Daily Work Records" mean daily records kept a Hand Tool where the maximum cost is$250.
detailing the number and categories of workers and
hours worked or on standby; types and quantities of 'Haul Road' means any public road excluding the
equipment and number of hours in use or on standby; road under contract, which forms part of a materials
OPS General Conditions of Contract
3
' C
haul route. •Profile Grade' means the required elevation of the
( surface of the Base.
' 'Highway". means a common and public highway any
part of which Is intended for or used by the general *Quantity Sheet' means a fist of the quantities of work
public for the passage of vehicles and Includes the to be done.
area between the lateral property lines thereof.
' •Rate(s) of Interest• means the rate(s) determined by
"Inspector" means any person, partnership or the Treasurer of Ontario and issued by, and available
corporation appointed by the Contract Administrator to from,the Owner.
' participate in the inspection of the Work and the
Material to be used in the Work. "Records' mean any books, payrolls, accounts or
other information which relate to the Work or any
"Labour and Material Payment Bond" means the type Change in the Work or claims arising therefrom.
' of security furnished to the Owner to guarantee
payment of prescribed debts of the Contractor covered "Road Allowance' means the lands acquired at any
by the bond. time for use as a Highway.
"Lump Sum Item" means_.a tender item.indicating a "Roadbed' means that part of the,Work which is
portion of the Work for which payment will be made at designed to support the wearing surface and shoulders
a single tendered price. Payment is not based on a of the Roadway.
measured quantity, although a quantity may be given
in the Contract Documents. "Roadway' means that part of the.Highway designed
or intended for use by vehicular traffic and includes the
shoulders.
' "Major Item" means any tender item that has a value,
calculated on the basis of its actual or estimated tender "Rock Grade" means the rock surface, whether in cut
quantity whichever is the larger,multiplied by its tender or fill, which has been prepared for the Base or
unit price, which is equal to or greater than the lesser Subbase.
Of
t" "Shoulder' means that portion of the Roadway
a) $100,000, or between the edge of the wearing surface and the top
inside edge of the ditch or fill slope.-
b) 5% of the total tender value calculated on the
basis of the total of all the estimated tender *Special Provisions" mean special directions
quantities and the tender unit prices. containing requirements peculiar to the Work.
' "Standard Specification" means a standard practice
"Material" means material, machinery, equipment and required and stipulated by the Owner for performance
fixtures forming part of the Work, of the work.
' "Owner' means the parry to the Contract for whom the 'Subbase" means a layer of material of specified type
Work is being performed, as identified in the and thickness between the Subgrade and the Base.
Agreement,and includes,with the same meaning and
' import, 'Authority". 'Subcontractor' means a person, partnership or
corporation undertaking the execution of a part of the
"Pavement" means a wearing course or courses Worts by virtue of an agreement with the Contractor.
placed on the Roadway and consisting of asphaltic
concrete, hydraulic cement concrete, or plant or road "Subgrade" means the Earth Grade or Rock Grade.
mixed mulch.
"Substructure" means all of that part of a structure
'Performance Bond" means the type of security below: the bearings of single and continuous spans,
fumished to the Owner to guarantee completion of the skewbacks of arches and tops of footings of rigid
Work in accordance with the Contract and to the extent frames, including backwalis, wingwalis and wing
' provided in the bond. protection railings.
"Plan Quantity" means that quantity as computed from
within the boundary lines of the Work as shown in the "Superintendent" means the Contractor's authorized
Contract Documents. representative in responsible charge of the Work.
OPS General Conditions of Contract
4
"Superstructure" means all that part of a structure (ii)_ non-delivery of Owner supplied materials,
1 above: the bearing seat of single and continuous
spans, skewbacks of arches and tops of footings of (ii) any cause beyond the reasonable control
rigid frames, excluding backwalls,wingwalls and wing of the Contractor which can be
protection railings. substantiated by the Contractor to the
satisfaction of the Contract Administrator.
"Surety" means the person,partnership or corporation,
other than the Contractor, executing a bond provided "Working Drawings or "Working Plans' means any
by the Contractor. Drawings or Plans prepared by the Contractor for the
execution of the Work and may, without limiting the
Time and Material" means costs calculated according- generality thereof, include falsework plans, roadway
to clause GC8.02.04, Payment on a Time and Material protection plans, shop drawings, shop plans or
Basis. Where "Cost Plus" and "Force Account" are erection diagrams.
used they shall have the same meaning.
GC1.05 Substantial Performance
"Utility" means a facility maintained by a municipality,
public utility authority or regulated authority and 01) The Work is substantially performed,
includes sanitary sewer, storm sewer, water, electric,
gas, steam, telephone and cable television services. (a) when the Work to be performed under the
Contract or a substantial part thereof is ready
"Warranty Period" means the period of 12 months from for use or is being used for the purpose
the date of substantial performance or such longer intended; and
period as may be specified for certain materials or
work. Where a date of substantial performance is not (b) when the Work to be performed under the
established, the warranty period shall commence on Contract is capable of completion or, where
the date of completion. there is a known defect,correction, at a cost of
not more than
"Work" means the total construction and related
services required by the Contract Documents. @ 3% of the first $500,000 of the contract
price,
"Working Area" means all the lands and easements
owned or acquired by the Owner for the construction (i1) 2% of the next $500,000 of the contract
of the Work. price, and
"Working Day" means any Day (Ili) 1% of the balance of the contract price.
(a) except Saturdays, Sundays and statutory 02) For the purposes of this Contract where the
holidays; Work or a substantial part thereof is ready for use or is
being used for the purposes intended and the
(b) except a Day as determined by the Contract remainder of the Work cannot be completed
Administrator, on which the Contractor is expeditiously for reasons beyond the control of the
prevented by inclement weather. or conditions Contractor or, where the Owner,and the Contractor
resulting immediately therefrom,from proceeding agree not to complete the Work expeditiously,the price
with a Controlling Operation. For the purposes of the services or materials remaining to be supplied
of this definition,this will be a Day during which and required to complete the Work shall be deducted
the Contractor cannot proceed with at least 60% from the contract price in determining substantial
of the normal labour and equipment force performance.
effectively engaged on the Controlling Operation
except or at least 5 hours; GC1.06 Completion(c) a Day on which the Contractor is 01) The Work shall be deemed to be completed
prevented from proceeding with the Controlling and services or materials shall be deemed to be last
Operation, as determined by the Contract supplied to the Work when the price of completion,
Administrator by reason of: correction of a known defect or last supply is not more
than the lesser of
() any breach of Contract or prevention by
the Owner,by any other Contractor of the (a) 1%of the contract price; or
Owner or by any employee of any one of
them, (b) $1,000.
OPS General Conditions of Contract
5
GC1.07 Final GC1.08 Ird i of Certain W
� orris
' 01) Thewords'acceptable','approvar,•authorized',
01) Final Acceptance shall be deemed to occur 'considered necessary', 'directed% 'required•,
when the Contract Administrator Is satisfied that,to the 'satisfactory', or words of like import, shall mean
best of the Contract Administrator's knowledge at that approval of, directed, required, considered necessary
' time,the Contractor has rectified all imperfect work and or authorized by and acceptable or satisfactory to the
has discharged all of the Contractor's obligations under Contract Administrator unless the context clearly
the Contract. indicates otherwise.
Y
OPS General Conditions of Contract
t
1j
OPS
General Conditions of Contract
7
C
SECTION GC2 CONTRACT DOCUMENTS August 1990
GCP-01 Reliance on Contract .®r Working Drawings
Documents
Later dates shall govern within each of the above
01) The Owner warrants that the information categories of documents.
furnished in the Contract Documents can be relied
upon with the following limitations or exceptions: 02) In the event of any conflict among or
inconsistency in the information shown on Drawings,
(a) The location of all mainline underground utilities the following rules shall apply:
which will affect the Work will be shown to a
tolerance of (a) Dimensions shown in figures on a Drawing
1 m horizontal and shall govern where they differ from dimensions
0.3 m vertical; scaled from the same Drawing;
(b) The Owner does,-not warrant-interpretations of (b) Drawings of 1arger.scale-shall .govern over
data or opinions expressed in any,subsurface those of smaller scale;
report available for the perusal of the Contractor
and excluded from the Contract Documents;and (c) Detailed Drawings shalt govern over general
Drawings; and
(c) other information specifically excluded from this
warranty. (d) Drawings of a later date shall govern over those
of an earlier date in the same series.
GC2.02 Order of Precedence
03) In the event of any conflict in the contents of
01) In the event of any inconsistency or conflict in Standard Specifications the following order of
the contents of the following documents, such precedence shall govern:
documents shall take precedence and govern in the
following order: (a) Ontario Provincial Standard Specifications;then
(a) Agreement (b) other standard specifications, such as those
(b) Addenda produced by GSA, CGSB, ASTM and ANSI,
(c) Special Provisions and referenced in the Ontario Provincial
(d) Contract Drawings Standard Specifications.
(e) Standard Specifications
(f) Tender 04) The Contract Documents are complementary,
(g) Supplemental General Conditions and what is required by any one shall be as binding as
(h) General Conditions if required by alt.
OPS General Conditions of Contract
8
OPS General Conditions of Contract
// 9
l
SEC11ON GC3 ADMINISTRATION OF THE CONTRACT August 1990
GC3.01 Contract Adminstratoes 09) The Contract Administrator will be, in the first
Authority instance,the interpreter of the Contract Documents and
the judge of the performance thereunder by both
01) The Contract Administrator will be the Owner's parties to the Contract.Interpretations and decisions of
representative during construction and until the the Contract Administrator shall be consistent with the
issuance of the Completion Certificate nor the-issuance- intent of the Contract Documents and In making these
of the Final Acceptance Certificate whichever is later, decisions the Contract Administrator will not show
All instructions to the Contractor including instructions partiality to either party.
from the Owner will be issued by the Contract
Administrator. The Contract Administrator will have the 10) The Contract Administrator will have the
authority to act on behalf of the Owner only to the authority to reject work or Material which does not
extent provided in the Contract Documents. conform to the Contract Documents. —
02) All claims,disputes and other matters in question 11) Defective work, whether the result Of poor
relating to the performance and the quality.of.the Work -workmanship, use of-defective�matenal,°,'or damage
or the interpretation of the Contract Documents shall be through carelessness or'other act or omission of the
initially referred to the Contract Administrator in writing Contractor and whether incorporated in the Work or
by the Contractor. The Contract Administrator will give not, which has been rejected by the Contract
a decision in writing within a reasonable time. Administrator as failing to conform to the Contract
Documents shall be removed promptly from the Work
03) The Contract Administrator will inspect the Work by the Contractor and replaced or re-executed
for its conformity with the plans and specifications,and promptly in accordance with the Contract Documents
to record the necessary data to establish payment at no additional cost to the Owner.
quantities under the schedule of tender quantities and
unit prices or to make an assessment of the value of_ 12) Any part of the Work destroyed or damaged by
the work completed in the case of a lump sum price such removals,replacements or re-executions shall be
contract. made good, promptly, at no additional cost to the
Owner.
04) The Contract Administrator will determine the
amounts owing to the Contractor under the Contract
and will issue certificates for payment in such amounts 13) If, in the opinion of the Contract Administrator,
as provided for in Section GC8, Measurement and it is not expedient to correct defective work or work not
Payment. performed in accordance with the Contract Documents,
the Owner may deduct from monies otherwise due to
05) The Contract Administrator will with reasonable the Contractor the difference in value between the work
promptness review and take appropriate action upon as performed and that called for by the Contract
the Contractor's submissions such as shop drawings, Documents,the amount of which will be determined in
product data, and samples in accordance with the the first instance by the Contract Administrator.
Contract Documents.
14) Notwithstanding any inspections made by the
06) The Contract Administrator will investigate all Contract Administrator -or°1he issuance of any,
allegations of a change in the character of the Work certificates or the making of any payment by the
made by the Contractor and issue appropriate Owner, the failure of the Contract Administrator to
instructions. reject any defective work or Material shall not constitute
acceptance of defective work or Material.
07) The Contract Administrator will prepare Change
Orders for the Contractor's signature and the Owner's
approval. 15) The Contract Administrator will have the
authority to temporarily suspend the Work for such
08) Upon written application by the Contractor, the reasonable time as may be necessary to facilitate the
Contract Administrator and the Contractor will jointly checking of any portion of the Contractor's
conduct an inspection of the Work to establish the date construction layout or the inspection of any portion of
of substantial performance of the Work and/or the date the Work. There shall not be any extra compensation
of Completion of the Work. for this suspension of work.
OPS General Conditions of Contract
I
10
GC3.02 Working Drawings make alterations in the method, Equipment or work
force at arty time the Contract Administrator considers
01) The Contractor shall arrange for the preparation the Contractor's actions to be unsafe, or damaging to
of clearly identified and dated Working Drawings as either the Work or existing facilities or the environment.
called for by the Contract Documents.
The Contractor shall alter the sequence of operations
02) The Contractor shall submit Working Drawings on the Contract, when requested in writing, so as to
to the Contract Administrator with reasonable avoid interference with other work.
promptness and in orderly sequence so as to not
cause delay in the Work. If either the Contractor or the 02) Notwithstanding the foregoing, the Contractor
Contract Administrator so requests they shall jointly shall ensure that all necessary safety precautions and
- prepare a schedule fixing the dates for submission and protection are maintained throughout the Work.
return of Working Drawings. Working Drawings shall
be submitted in the form of prints. At the time of GC3.04 Emergency Situations
submission the Contractor shall notify the Contract
Administrator in writing_of any deviations. from the 01) The Contract Administrator has the right to
Contract requirements_that exist in the Working determine the existence of an emergency situation,and
Drawings. when such an emergency situation is deemed to exist,
the Contract Administrator may instruct the Contractor
03) The Contract Administrator will review and return to take action to remedy the situation.If the Contractor i
Working Drawings in accordance with an agreed upon does not take timely action, or if the Contractor is not
schedule,or otherwise,with reasonable promptness so available,the Contract Administrator may direct others
as not to cause delay. to remedy the situation.
04) The Contract Administrator's review will be to 02) If the emergency situation was the fault of the
check for conformity to the design concept and for Contractor, the remedial work shall be done at the
general arrangement only and such review shall not Contractor's expense. If the emergency situation was
relieve the Contractor of responsibility for errors or not the fault of the Contractor, the Owner will pay for
omissions in the Working Drawings or of responsibility the remedial work.
for meeting all requirements of the Contract Documents
unless a deviation on the Working Drawings has been GC3.05 layout _
approved in writing by the Contract Administrator. _
01) The Contract Administrator ' will provide
05) The Contractor shall make any changes in baselines and benchmarks for the general location,
Working Drawings which the Contract Administrator alignment and elevation of the Work. The Owner will
may require consistent with the Contract Documents be responsible only for the correctness of the
and resubmit unless otherwise directed by the Contract information provided by the Contract Administrator.
Administrator. When resubmitting,the Contractor shall
notify the Contract Administrator in writing of any
revisions other than those requested by the Contract GC3.06 Working Area
Administrator.
01) The Contractor's sheds, site offices, toilets,
06) Work related to the Working Drawings shall not other temporary structures and storage areas for
proceed until the Working Drawings have been signed material and equipment shall be grouped in a compact
and dated by the Contract Administrator and marked manner and maintained in a neat and orderly condition
with the words 'Reviewed. Permission to construct at all times.
granted'.
02) The Contractor shall confine his construction
07) The Contractor shall keep one set of the operations to the Working Area. Should the Contractor
reviewed Working Drawings, marked as above, at the require more space than that shown on the Contract
site at all times. Drawings,the Contractor shall obtain such space at no
additional cost to the Owner.
GC3.03 Right of the Contract
. Administrator to Modify Methods 03) The Contractor shall not enter upon or occupy
and Equipment any private property for any purpose, unless the
Contractor has received prior written permission from
01) The Contractor shall,when requested in writing, the property owner.
OP
S General Conditions of Contract
11
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GC3.07 Extension of COMM Tune weather, the Contractor shall with the
Contractors
application,submit evidence from Environment Canada
01) An application for an extension of Contract Time in support of such apprxxtion. Extension of Contract
shall be made in writing by the Contractor to the Time will be granted in accordance with subsection
Contract Administrator as soon as the need for such GC3.07, Extension of Contract Time.
extension becomes evident and at least 15 days prior
to the expiration of the Contract Time. The application 02) if the Work is delayed by labour disputes,
for an extension of Contract Time shall enumerate the strikes or lock-outs - including lock-outs decreed or
reasons, and state the length:of extension required. recommended to its members by a recognized
contractors association, of which the Contractor is a
02) Circumstances suitable for consideration include member or to which the Contractor is otherwise bound
'the following: -which are beyond the Contractors control, then the
Contract Time shall be extended in accordance with
(a) Delays; See subsection GC3.08. subsection GC3.07,Extension of Contract Time. In no
_(b) Changes in the Work; See clause GC3.11.01. case shall the extension of Contract Time be less than
(c) Extra Work; See clause GC3.11.02. the time lost as the result of the event causing the
(d) Additional Work; See clause GC3.11.03. delay, unless a shorter extension is agreed to by the
Contractor. The Contractor shall not be entitled to
03) The Contract Administrator will,in.considering an payment for costs incurred as the result of-such delays
application for an extension to the Contract Time,take unless such delays are the result of actions of the
into account whether the delays,Changes in the Work, Owner.
Extra Work or Additional Work involve a Controlling
Operation. GC3.09 Assignment of Contract
04) The Contract Time shall be extended for such 01) The Contractor shall not assign the Contract,
additional time as may be recommended by the either in whole or in part,without the written consent of
Contract Administrator and deemed fair and reasonable the Owner.
by the Owner.
05) The terms and conditions of the Contract shall GC3.10 Subcontracting by the
continue for such extension of Contract Time. Contractor
GC3.08 Delays 01) The Contractor may subcontract any part of the
Work, subject to these General Conditions and any
01) If the Contractor is delayed in the performance limitations established by the Owner.
of the Work by
02) The Contractor shall notify the Contract
(a) war, blockades, and civil commotions, errors in Administrator,in writing,of the intention to subcontract.
the Contract Documents; an act or omission of Such notification shall identify the part of the Work,and
the Owner, Contract Administrator, other the Subcontractor with whom it is intended.
contractors,or anyone employed or engaged by
them directly or indirectly, contrary to the 03) The Contract Administrator will, within 10 days
provisions of the Contract.Documents; or of receipt of such notification; accept-or reject the
intended Subcontractor. The rejection will be in writing
(b) a stop work order issued by a court or public and will include the reasons for the rejection.
authority, provided that such order was not
issued as the result of an act or omission of the 04) The Contractor shall not, without the written
Contractor or anyone employed or engaged by consent of the Owner, change a Subcontractor who
the Contractor directly or indirectly; or has been engaged in accordance with this General
Condition.
(c) the Contract Administrator giving notice under
subsection GC7.09, Suspension of Work;or 05) The Contractor shall preserve and protect the
rights of the parties under the Contract with respect to
(d) abnormal inclement weather; the work to be performed under subcontract and shall
then the Contractor shall be reimbursed by the Owner (a) enter into agreements with the intended
for reasonable costs incurred by the Contractor as the Subcontractors to require them to perform their
l result of such delay, provided that in the case of an work in accordance with the Contract
application for an extension due to abnormal inclement Documents; and
�, OPS General Conditions of Contract
12
(b) be as fully responsible to the Owner for acts and Disputes or payment may be made according to the
omissions of the Contractor's Subcontractors conditions contained in clause GC8.02.04,Payment on
and of persons directly or indirectly employed a Time and Material Basis.
by them as for acts and omissions of persons
directly employed by the Contractor. GC3.11.03 Additional Work
06) Neither a subcontracting, nor the Owner's 01) The Owner,or Contract Administrator where so
consent to a subcontracting by the Contractor,shall be authorized, may request the Contractor to perform
construed to relieve the Contractor from any obligation Additional Work without invalidating the Contract. If the
under the Contract or to impose any liability upon the Contractor agrees to perform Additional Work, the
Owner. Nothing contained in the Contract Documents Cnntractorrshall proceed with such work upon receipt
shall create a contractual relationship between a of a Change Order.
Subcontractor and the Owner.
02) The Contractor may apply for an extension of
GC3.11 Changes in the Work, Extra Contract Time according to the terms of subsection
Work and Additional Work GC3.07, Extension of Contract Time.
GC3.11.01 Changes in the Work 03) Payment for the Additional Work may be
negotiated pursuant to subsection GC3.14, Claims,
01) The Owner, or the Contract Administrator where Negotiations, Disputes, or payment may be made
so authorized,may,by order in writing,make Changes according to the conditions contained In clause
in the Work without invalidating the Contract. The GC8.02.04, Payment on a Time and Material Basis.
Contractor shall not be required to proceed with a
change in the Work until in receipt of a Change Order. GC3.12 Notices
Upon the receipt of such written order the Contractor
shall proceed with the work. 01) Any notice permitted or required to be given to
the Contract Administrator or the Superintendent in
02) The Contractor may apply for an extension of respect of the Work shall be deemed to have been
Contract Time according to the terms of subsection given to and received by the addressee on the date of
GC3.07, Extension of Contract Time. delivery if delivered by hand or by facsimile
transmission and on the fifth day after the date of
03) If the Changes in the Work relate solely to mailing if sent by mail.
quantities, payment for the work will be made
according to the conditions specified in clause 02) The Contractor and the Owner shall provide
GC8.01.02, Variations in Tender Quantities. If the each other with the mailing addresses, telephone
Changes in the Work do not solely relate to quantities, numbers and facsimile terminal numbers for the
payment may be negotiated pursuant to subsection Contract Administrator and the Superintendent at the
GC3.14, Claims, Negotiations, Disputes or payment commencement of the Work.
may be made according to the conditions contained in
clause GC8.02.04, Payment on a Time and Material 03) In the event of an emergency situation or other i
Basis. urgent matter the Contract Administrator or the
Superintendent may give a verbal notice,provided that
GC3.11.02 Extra Work such notice is confirmed in writing.
04) Any notice permitted or required to be given to
01) The Owner, or Contract Administrator where so the Owner or the Contractor shall be given in
authorized, may instruct the Contractor to perform accordance with the notice provision of the Agreement.
Extra Work without invalidating the Contract. The
Contractor shall not be required to proceed with the GC3.13 Use and Occupancy of the Work
Extra Work until in receipt of a Change Order. Upon Prior to Substantial Performance
receipt of the written order the Contractor shall proceed
with the Work. 01) Where it is not contemplated elsewhere in the
Contract may r occupy
02) The Contractor may apply for an extension of the Work or any part thereof substantial
Contract Time according to the-terms of subsection - - erformance Documents,ovided thOwner M' to s
P � P at at least 30 days written
GC3.07, Extension of Contract Time. notice has been given to the Contractor.
03) Payment for the Extra Work may be negotiated 02) The use or occupancy of the Work or any part
pursuant to subsection GC3.14,Claims, Negotiations, thereof by the Owner prior to substantial performance
OPS General Conditions of Contract
13
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shall not constitute an acceptance of the Work or parts Material basis in accordance with clause GC8.02.04
i so occupied. In addition,the use or occupancy of the Payment on a Time and Material Basis, the dispute
Work shall not relieve the Contractor or the may be resolved as described In clause GC3.14.05,
Contractor's Surety from any liability that has arisen,or Disputes.
may arise, from the performance of the Work in
accordance with the Contract Documents. The Owner GC3.14.03 Contirxmr>ce of the Work
will be responsible for any damage that occurs
because of the Owner's use or occupancy. Such use 01) The Contract Administrator will give such
or occupancy of any part of the Work by-the Owner instructions as are necessary for continuation of the
does not waive the Owner's right to charge the Work to prevent any delays. it Is understood that by
Contractor liquidated damages in accordance with the so doing neither party to the Contract will jeopardize
terms of the Contract. any claim it may have.
GC3.14 Claims, Negotiations, Disputes
GC3.14.04 Record Keeping
GC3.14.01 Claims Procedure
01) Immediately upon commencing work which
01) The Contractor..shall-give.orat..notice...of.any ...May result in a claim, the Contractor.shall•keep-Daily situation which may lead to a claim for:additional Work Records,during the course of the work,sufficient
payment immediately upon becoming aware of the to substantiate the Contractor's claim,and the Contract
situation. Administrator will keep Daily Work Records to be used
in assessing the Contractor's claim,-all in accordance
02) The Contractor shall provide written notice in the with clause GC8.02.07, Records.
standard form"Notice of Intent to Claim"within 7 days
of the commencement of any work which may be 02) The Contractor and the Contract Administrator
affected by the situation. shall reconcile their respective Daily Work Records on
a weekly basis, to simplify review of the claim, when
03) The Contractor shall submit claims not later than submitted.
30 days- in exceptional cases this may be increased
to a maximum of 180 days, but subject to approval in 03) The keeping of Daily Work Records by the
writing from the Contract Administrator-after the date Contract Administrator or the reconciling of such Daily
of substantial performance,identifying the item or items Work Records with.those of the Contractor shall not be
in respect of which the claim arises, stating the construed to be acceptance of the claim.
grounds upon which the claim is made and submitting
the records maintained by the Contractor supporting GC3.14.05 Disputes
such claim.
01) Disputes may be settled by procedures already
04) The Contract Administrator may request the established by the Owner or where both parties agree,
Contractor to submit such further.and other particulars a dispute may be submitted to arbitration in
as the Contract Administrator considers necessary to accordance with the provisions of subsection GC3.15,
assess the claim and the Contractor shall submit the Engineering Arbitration. Where both parties cannot
requested information within 30 days. agree, then the appropriate judicial tribunal may be
used.
05) Within 60 days of receipt of the detailed claim,
and all supporting documentation, the Contract GC3.14.06 Payment
Administrator will advise the Contractor, in writing, of
the Contract Administrator's opinion with regard to the 01) Payment of the claim will be made not later than
validity of the claim. 30 days after the date of resolution'of the claim or
dispute. Such payment will be made according to the
GC3.14.02 Negotiations terms of Section.GC8, Measurement and Payment.
01) Should the Contractor disagree with the opinion GC3.14.07 Rights of Both Parries
given in paragraph 05) of clause GC3.14.01, Claims
Procedure, with respect to any part of the claim, the 01) It is agreed that no action taken under this
Contract Administrator will enter into negotiations with subsection by either party shall be construed as a
the Contractor to resolve the matters in dispute.:Where renunciation or waiver of any of the rights-or recourses
a negotiated settlement cannot be reached and it is available to the parties,provided that the requirements
agreed that payment cannot be made on a Time and set out in this subsection are fulfilled.
OPS General Conditions of Contract
14
GC3.15 Engineering Arbitration the Contract nor in either party's business and shall not
be employed by either party.
GC3.15.01 The Conditions for Engineering
Arbitration 04) The decisions of two arbitrators shall bind the
third. Where there is no agreement between two
01) The following conditions must be established arbitrators the decision of the chairman will be final.
before an arbitration can proceed:
it.
(a) A dispute between the parties must exist; 05) The board may appoint experts to assist
06) The board is not bound by the rules of
(b)- The parties must agree to-refer the dispute for evidence which govern the trial of cases in court but
decision according to the procedure following; may hear and consider any evidence which it
and considers relevant.
(c) The parties must agree to be bound by the GC3.15.04 Costs
award of the arbitrators.
GC3.15.02 Arbitration Procedure 01) Each party shall pay the cost of its appointee.
01) The following provisions are to be included in
02) The fee for the chairman will be shared equally.
1
the agreement to arbitrate and are subject only to such 03) The fees of any experts appointed to assist the
right of appeal as exist where the arbitrators have board shall be shared equally.
exceeded their jurisdiction or have otherwise
disqualified themselves: 04) The fees of any other person(s) appointed to
assist the board will be shared equally.
(a) All existing actions in respect of the matters
under arbitration will be stayed pending 05) The Owner will provide accommodation for the
arbitration; hearing in the Owner's facilities, and where this Is not
possible,will share in the cost of obtaining appropriate
(b) All outstanding claims and matters to be settled facilities. ;
are to be set out in a schedule to the agreement.
Only such claims and matters as are in the 06) The board will have no power to award costs
schedule will be arbitrated; and except where one of the parties fails to attend a
hearing and ft is necessary to adjourn until another
(c) Before proceeding with the arbitration, the date. In such case,the board may require the absent
Contractor shall confirm that all matters in party to bear the costs of the adjourned hearing.
dispute are set out in the schedule.
i GC3.15.03 Farm and Appointment of GC3.15.05 The Award
Arbitration Board
01) The award will be made within 90 days of the
01) The board shall. be composed:.. of.. three - - conclusion of the hearing unless the board extends the
arbitrators: time for making the award. The time shall not be
extended beyond 180 days from the date of the
(a) one appointed by the Contractor; appointment without the consent of both parties.
(b) one appointed by the Owner; and Where the award is not made within these time limits
(c) one to be appointed by the first two and who the parties may proceed to court or continue their
shall act as chairman. existing actions.
02) A sole arbitrator may adjudicate the dispute
where expressly agreed by the Contractor and Owner. ' GC3.15.06 Hearing
01) The hearing will commence within 90 days of
03). . Appointees shall not be interested financially in the appointment of the chairman.
OPS General Conditions of Contract
15
SECTION GC4 OWNER'S RESPONSIBIIJTIES AND RIGHTS August 1990
GC4.01 Working Area the default w lthin 5 Working Days.
01) The Owner will acquire all property rights which GC4.06 Contractor's Right to Correct a
are deemed necessary by the Owner for the Default
construction of the Work including temporary working
easements and will indicate the full extent of the 01) The Contractor shall have the right within the 5
Working Area on the Contract Drawings. full Working Days following the receipt of a notice of
default to correct the default and provide the Owner
GC4.02 Management and Disposition of with satisfactory proof that appropriate corrective .
Materials measures have been taken.
01) The Owner will identify in the Contract Document 02) If the correction of the default cannot be
the materials to be moved within or removed.from the completed within the-5 full Working-Days-following
Working Area, and;--any characteristics of- those receipt of the notice 1he Contractor shall:not Abe in,
materials which will necessitate special materials default N the Contractor
management and disposition.
(a) commences the correction of the default within
02) The Owner will be responsible for any additional the 5 full Working Days following receipt of the
costs of removing,management and disposition of any notice;
material not identified in the Contract Documents, or
where conditions exist that could not have been (b) provides the Owner with an acceptable
reasonably foreseen at the time of tendering. schedule for the progress of such correction;
and
G04.03 Construction Affecting Railway
Property (c) completes the correction in accordance with
such schedule.
01) The Owner will pay the costs of all flagging and
other traffic control measures required and provided by GC4.07 Owner's Right to Correct Default
the railway company.
01) If the Contractor fails to correct the default
within the time specked in subsection GC4.06,
GC4.04 Default by the Contractor Contractor's Right to Correct a Default,or subsequently
agreed upon,the Owner,without prejudice to any other
01) The Contractor shall be in default of the Contract right or remedy the Owner may have,may correct such
If default and deduct the cost thereof, as certified by the .
Contract Administrator, from any payment then or
(a) the Contractor fails to commence the Work or thereafter due to the Contractor.
execute the Work properly or otherwise fails to
comply with the requirements of the Contract to
a substantial degree; or GC4.08 Termination of Contractors
Right to Continue the Work
(b) if the.Contractor is adjudged bankrupt or makes
a general assignment for the benefit of creditors 01) Where the Contractor fails to correct a default
because of insolvency or if a receiver is within the time specified in subsection GC4.06,
appointed because of insolvency. Contractor's Right to Correct a Default,or subsequently
agreed upon,the Owner,without prejudice to any other
GC4.05 Notification of Default right or remedy the Owner may have, may terminate
the Contractor's right to continue the Work in whole or
01) The Owner will give written notice of a default to in part by giving written notice to the Contractor.
the Contractor as soon as the Owner becomes aware
of the alleged default but failure to give such notice in 02) If the Owner terminates the Contractor's right to
a timely.way shall not constitute condonation of the continue with the Work in whole or In part, the Owner
default. The notice will include instructions to correct will be entitled to
OPS General Conditions of Contract
16
}
(a) take possession of the Working Area or that withheld from the Contractor under subsection GC4.0a,
portion of the Working Area devoted to that part Termination of the Contractor's Right to Continue the
of the Work terminated; Work,the Owner will pay the balance to the Contractor
as soon as the final accounting for the Contract is
(b) utilize the Contractor's Equipment and any complete.
Material within the Working Area which is
Intended to be incorporated into the Work,the
whole subject to the right of third parties; GC4.10 T of the Contract
(c) withhold further payments to the Contractor with 01) Where the Contractor is In default of the
respect to the Work or the portion of the Work Contract the Owner may,without prejudice to any other
withdrawn from the Contractor until the Work or right or remedy the Owner may have, terminate the
portion thereof withdrawn is completed; Contract by giving written notice of termination to the
Contractor, the Surety and any trustee or receiver
(d) charge the Contractor-the additional cost over acting on behalf of the Contractor's estate or creditors:
the contract price of completing the Work or
portion thereof withdrawn from the Contractor,
as certified by the Contract Administrator and 02) If the Owner elects to terminate the Contract the
any additional compensation paid to the Owner will provide the Contractor and the trustee or
Contract Administrator for such additional receiver with a complete accounting to.,the date of
service arising from the correction of the default; termination.
(e) charge the Contractor a reasonable allowance,
as determined by the Contract Administrator,to GC4.11 COntirmiation of Contractors
cover correction to the Work performed by the Obligations
Contractor that may be required under
subsection GC7.15, Warranty; 01) The Contractor's obligation under the Contract
as to quality, correction and warranty of the Work
(f) charge the Contractor for any damages the performed prior to the time of termination of the
Owner may have sustained as a result of the Contract or termination of the Contractor's right to 1
default; and continue with the Work in whole or in part shall
(g) charge the Contractor the amount by which the continue to be in force after such termination.
cost of corrections to the Work under
subsection GC7.15, Warranty, exceeds the GC4.12 Use Of Perfbmim-)ce Bond
allowance provided for such corrections.
01) If the Contractor is in default of the Contract and
GC4.09 Final Payment to Contractor the Contractor has provided a Performance Bond,the
provisions of this Section shall be exercised in
01) If the Owner's cost to correct and complete the accordance with the conditions of the Performance
Work in whole or in part is less than the amount Bond.
1
i
OPS General Conditions of Contract -�
17
SECTION GC5 MATERIAL Auk 1990
GC5.01 Supply of Maternal work site exped!.Uously after the notification to that
effect from the Contract Administrator. Where the
01) All Material necessary for the proper completion Contractor fails to comply with such notice the
of the Work,except that listed as being supplied by the Contract Administrator may cause the rejected Material
Owner, shall be supplied by the Contractor. The to be removed from the site and disposed of In what
contract prices for the appropriate tender items shall be the Contract Administrator considers to be the most
deemed to include full compensation for the supply of appropriate manner and the Contractor shall pay the
such Material. costs of disposal and the appropriate. overhead
charges.
GC5.02 Ouarity of Material
GC5.04 Substitutions
01) All Material provided by the Contractor shall be
new 01) Where the specifications require the Contractor
to supply a Material designated by a trade or other
02) Material supplied. by .the...-Contractor..-shall_ name, the tender shall-be-based only upon supply of
conform to the requirements of the Contract. the Material so designated,which shall be regarded as
the standard of quality required by the specification.
03) As specified or as requested by the Contract After the acceptance of a tender,the Contractor may
Administrator, the Contractor shall make available for apply to the Contract Administrator to substitute
inspection or testing a sample of any Material to be another Material identified by a different trade or other
provided by the Contractor. name for the Material designated as aforesaid. The
application shall be in writing and shall state the price
04) The Contractor shalt obtain, for the Contract for the proposed substitute Material designated as
Administrator the right to enter upon the premises of aforesaid, and such other information as the Contract
the Material manufacturer or supplier to carry out such Administrator may require.
inspection, sampling and testing as specified or as
requested by the Contract Administrator. 02) Rulings on a proposed substitution will not be
made prior to the acceptance_ of a tender.
05) The Contractor shall notify the Contract Substitutions shall not be made without the prior
Administrator of the sources of supply sufficiently in approval of the Contract Administrator. The approval "
advance of the Material shipping dates to enable the or rejection of a proposed substitution will be made at
Contract Administrator to perform the required the discretion of the Contract Administrator.
inspection, sampling and testing.
03) If the proposed substitution is approved by the
06) The Owner will not be responsible for any delays Contract Administrator,the Contractor shall be entitled
to the Contractor's operations where the Contractor to the first $1000 of the aggregate saving in cost by
fails to give sufficient advance notice to the Contract reason of such substitution and to 50% of any
Administrator to enable the Contract Administrator to additional saving in cost in excess of such $1000.
carry out the required inspection,sampling and testing Each such approval shall be conveyed to the
before the scheduled shipping dates. Contractor in writing or by issuance of a Certificate of
Equality on the Owner's standard form of*Certification
07) The Contractor shall not change the source of of Equality"and N any adjustment to the contract price
supply of any Material without the written authorization is made by reason of such substitution a Contract
of the Contract Administrator. Change Order shall be issued as well.
08) Material which is not specified shall be of a GC5.05 Owner Supplied Material
quality best suited to the purpose required and the use
of such Material shall be subject to the approval of the GC5.05.01 Ordering of Excess Material
Contract Administrator.
01) Where Material is supplied by the Owner and
where this Material is ordered by the Contractor in
GC5.03 Rejected Material excess of the amount specked to complete the Work,
such excess Material shall become the property of the
j 01) Rejected Material shall be removed from the Contractor on completion of the Work and shall be
OPS General Conditions of Contract
18
charged to the Contractor at cost plus applicable 04) The full amount of Material supplied by the
overheads. Owner in each shipment shall be accounted for by the
Contractor and such Material shall be at the risk of the
GC5.05.02 Care of Material Contractor after taking delivery. Such Material shall
1 not, except with the written permission of the Contract
01) The Contractor shall, in advance of receipt of Administrator, be used by the Contractor for purposes
shipments of Material supplied by the Owner, provide other than the performance of the Work under the
adequate and proper storage facilities acceptable to Contract.
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. 05) Empty reels,crates,containers and other types
of packaging from Material supplied by the Owner shall
02) The Contractor shall be responsible for become the property of the Contractor when they are
acceptance of Material supplied by the Owner, at the no longer required for their original purpose and shall
specified delivery point and_for its safe handling and be disposed of by the Contractor unless-.otherwise
storage. If such Material is damaged while under the specified in the Contract Documents.
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. 06) The Contractor shall provide the Contract
If such Material is rejected by the Contract Administrator, immediately upon receipt of each 1
Administrator for reasons which are not the fault of the shipment, copies of bills of lading, or such other
Contractor it shall remain in the care and at the risk of documentation the Contract Administrator may require
the Contractor until its disposition has been determined to substantiate and reconcile the quantities of Material
by the Contract Administrator. received.
03) Where Material supplied by the Owner arrives at
the delivery point in a damaged condition or where 07) Where Material supplied by the Owner is
there are discrepancies between the quantities received ordered and stockpiled prior to the award of the
and the quantities.shown on the bills of lading, the Contract, the Contractor shall, at no extra cost to the
Contractor shall immediately report such damage or Owner, immediately upon commencement of
discrepancies to the Contract Administrator who shall operations, check the Material, report any damage or '
arrange for an immediate inspection of the shipment deficiencies to the Contract Administrator and take
and provide the Contractor with a written release from charge of the Material at the stockpile site. Where
responsibility for such damage or deficiencies. Where damage or deficiencies are not so recorded by the
damage or deficiencies are not so feported it will be Contractor it shall be assumed that the stockpile was
assumed that the shipment arrived in good order and in good order when the Contractor took charge of it
any damage or deficiencies reported thereafter shall be and any damage or deficiencies reported thereafter
made good by the Contractor at no extra cost to the shall be made good by the Contractor at no extra cost
Owner. to the Owner.
OPS General Conditions of Contract
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SECTION G06 INSURANCE, PROTECTION AND DAMAGE August 1990
GC6.01 Protection of Work, Persons the failure to perform the Work, provided such claims
and Property are
' 01) The Contractor, the Contractor's agents and all (a) attributable to bodily injury, sickness, disease,
workers employed by or under the control of the or death or to damage to or destruction of
Contractor, Including Subcontractors, shall protect the tangible property;
Work, persons and property from.damage or injury,
and shall be responsible for all losses and damage (b) caused by negligent acts or omissions of the
which may arise as the result of the Contractor's Contractor or anyone for whose acts the
operations under the Contract unless indicated to the Contractor may be liable; and
. contrary below.
(c) made in writing within a period of 6 years from
02) The Contractor is responsible for the full cost of the date of Substantial Performance of the Work
any necessary._..temporary._. provisions_...and -the as set out -in-the-Certificate of Substantial
restoration of all damage, where the Contractor Performance of the Work or,where'so specified
damages the Work or property in the performance of in the Contract from the date of certification of
the Contract. If the Contractor is not responsible for Final Acceptance.
the damage that occurs to the Work or property the
Contractor shall restore such damage, and such work 02) The Contractor shall indemnify and hold
shall be administered according to these General harmless the Owner from all and every claim for
Conditions. damages, royalties or fees for the infringement of any
patented invention or copyright occasioned by the
03) The Contractor shall immediately inform the Contractor in connection with work performed or
Contract Administrator of all damage and injuries which material furnished by the Contractor under the
occur during the term of the Contract. Contract.
04) The Contractor shall not be responsible for loss 03) The Owner expressly waives the right to
and damage that occurs as a result of indemnity for claims other than those stated above in
paragraphs 01) &02).
(a) war,
(b) blockades and civil commotions; 04) The Owner shall indemnify and hold harmless
(c) errors in the Contract Documents; the Contractor, his agents, officers and employees
(d) acts or omissions of the Owner, the from and against all claims, demands, losses,
Contract Administrator, their agents and expenses, costs, damages, actions, suits, or
employees, or others not under the proceedings arising out of the Contractor's
control of the Contractor, but within the performance of the Contract which are attributable to a
Working Area with the Owner's lack of or defect in title or an alleged lack of or defect
permission. in title to the Working Area.
05) The Contractor and his Surety or Sureties will not 05) The Contractor expressly waives the right to
be released from any term or provision of any indemnity for claims other than those stated above in
responsibility, obligation or liability under the Contract paragraph 04).
or waive or impair any of the rights of the Owner
except by a release duty executed by the Owner. GC6.03 Contractor's Insurance
GC6.02 Indemnification GC6.03.01 General
01) The Contractor shall indemnify and hold 01) Without restricting the generality of subsection
harmless the Owner and the Contract Administrator, GC6.02, Indemnification, the Contractor shall provide,
their agents, officers and employees from and against maintain and pay for the insurance coverages listed in
all claims, demands, losses, expenses, costs, this General Condition under clauses GC6.03.02 and
damages, actions, suits or proceedings by third .03. Insurance coverage in clauses GC6.03.04,.05 and
parties, hereinafter called"claims',directly or indirectly .06 will only apply when so specified in the Contract
arising or alleged to arise out of the performance of or Documents.
OPS General Conditions of Contract
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GC6.03.02 General Liability Insurance licensed vehicles shall have limits of not less than 5
million dollars inclusive per occurrence for bodily
01) General liability insurance shall be in the joint injury, death and damage to property, in the following
names of the Contractor,the Owner, and the Contract forms endorsed to provide the Owner with not less
Administrator with limits of not less than 5 million than 30 days' written notice in advance of any
dollars inclusive per occurrence for bodily injury,death, cancellation, change or amendment restricting
and damage to property Including loss of use thereof, coverage:
with a property damage deductible of not more than
$5000. The form of this insurance shall be the (a) standard non-owned automobile policy
Insurance Bureau of Canada Form IBC 2100, dated including standard contractual liability
8-87. endorsement; and
02) Another form of insurance equal to or better than (b) standard owner's form automobile policy
that required in IBC Form 2100 may be used, provided providing third party liability and accident
all the requirements listed in-the-Contract are included. - benefits insurance and covering licensed
Approval of this insurance will be conditional-upon the vehicles owned or operated by the Contractor.
Contractor obtaining the services of a recognized
Insurance Consultant and obtaining the Consultant's
certificate of equivalency to the required insurance. GC6.03.04 Aircraft and Watercraft Lfabiffdy
Insurance 1
03) The insurance shall be maintained continuously
from the commencement of the Work until 12 months 01) Aircraft and watercraft liability insurance with
following the date of substantial performance of the respect to owned or non-owned aircraft and watercraft
Work, as set out in the certificate of Substantial if used directly or indirectly in the performance of the
Performance of the Work,or until the certificate of Final Work, including use of additional premises, shall be
Acceptance of the Work is issued, whichever is the subject to limits of not less than 5 million dollars
later, and with respect to completed operations inclusive per occurrence for bodily injury, death, and
coverage for a period of not less than 24 months from damage to property including loss of use thereof, and
the date of Final Acceptance of the Work as set out in limits of not less than 5 million dollars for aircraft
the certificate of Final Acceptance of the Work, and passenger hazard. Such insurance shall be in a form
thereafter to be maintained for a further period of 4 acceptable to the Owner. The policies shall be
years. endorsed to provide the Owner with not less than 30
days'written notice in advance of cancellation,change
04) The Contractor shall submit annually to the or amendment restricting coverage.
Owner, proof of continuation of the completed
operations coverage and failure of the Contractor to do GC6.03.05 Property and Boiler insurance
so will result in the cancellation by the Owner of the
limit of the Contractor's indemnification under GC6.03.05.01 Property Insurance
paragraph 01) (c) of subsection GC6.02,
Indemnification. 01) All risks property insurance shall be in the joint
names of the Contractor,the Owner and the Contract
05) Should the Contractor decide not to employ Administrator, insuring not less than the sum of the
Subcontractors for operations requiring the use of amount of the Contract Price and the full value,as may
explosives for blasting,or pile driving or caisson work, be stated in the Supplemental General Conditions, of
or removal or weakening of support of property Material that is specified to be provided by the Owner
building or land, IBC Form 2100 as required shall for incorporation into the Work, with a deductible not
include the appropriate endorsements. exceeding 1%of the amount insured at the site of the
Work. This insurance shall be in a form acceptable to
06) The policies shall be endorsed to provide the the Owner and shall be maintained continuously until
Owner with not less than 30 days written notice in 10 days after the date of Final Acceptance of the Work,
advance of cancellation, change, or amendment as set out in the certificate of Final Acceptance of the
restricting coverage. Work.
07) 'Claims Made' insurance policies will not be GC6.03.05.02 Bolen Insurance
permitted.
01) Boiler insurance insuring the Interests of the
G06.03.03 Automobile Liability Insurance Contractor,the Owner and the Contract Administrator
for not less than the replacement value of boilers and
01) Automobile liability insurance in respect of pressure vessels forming part of the Work, shall be In
OPS General Conditions of Contract J
21
a form acceptable to the Owner. This insurance shall responsibility by the terms of this Contract.
be maintained continuously from commencement of
use or operation of the property insured until 10 days 03) In the event of loss or damage to the Work
after the date of Final Acceptance of the Work, as set arising from the action of others,the Owner shall pay
out in the certificate of Final Acceptance of the Work. the Contractor the cost of restoring the Work as the
restoration of the Work proceeds and in accordance
GC6.03.05.03 Use and Occupancy of the Work with the requirements of Section GC8, Measurement
Prior to Completion and Payment.
Ot) Should the Owner wish to use or occupy part or GC6.03.06 Contractors!Equipment
all of the Work prior to substantial performance, the Insurance
Owner will give 30 days, written notice to the
Contractor of the intended purpose and extent of such 01) Alt risks Contractors' equipment insurance
use or occupancy. Prior to such use or occupancy the covering construction machinery and equipment used
Contractor shall notify the Owner in writing of the by the Contractor for the performance of the Work,
additional premium cost, it any, to maintain property including boiler insurance on temporary boilers and
and boiler insurance,which shall be-.at the Owner's..- ;pressure vessels, shall be in a form-acceptable•to the -
expense. If because of such use_or.occupancy the ,....Owner and shall not allow subrogation claims by the
Contractor is unable to:.provide coverage,the..Owner . ..Insurer against the Owner. --The policies shall be
upon written notice from the Contractor and prior to endorsed to provide the Owner with not less than 30
such use or occupancy shall provide,maintain and pay days'written notice in advance of cancellation,change
for property and boiler insurance insuring the full value or amendment restricting coverage. Subject to
of the Work, including coverage for such use or satisfactory proof of financial capability by the
occupancy,and shall provide the Contractor with proof Contractor for self-insurance of the Contractor's
of such insurance. The Contractor shall refund to the equipment,the Owner agrees to waive the equipment
Owner the unearned premiums applicable to the insurance requirement, and for the purpose of this
Contractor's policies upon termination of coverage. Contract, the Contractor shall be deemed to be
insured. This policy shall be amended to provide
02) The policies shall provide that, in the event of a permission for the Contractor to grant prior releases
loss or damage, payment shall be made to the Owner with respect to damage to the Contractor's equipment.
and the Contractor as their respective interests may
appear. The Contractor shall act on behalf of both the GC6.03.07 Insurance Requirements and
Owner and the Contractor for the purpose of adjusting Duration
the amount of such loss or damage payment with the
Insurers. When the extent of the loss or damage is 01) Unless specified otherwise the duration of each
determined the Contractor shall proceed to restore the insurance policy shall be from the date of
Work. Loss or damage shall not affect the rights and commencement of the Work until 10 days after the
obligations of either parry under the Contract except date of Final Acceptance of the Work,as set out in the
that the Contractor shall be entitled to such reasonable certificate of Final Acceptance of the Work.
extension of Contract Time relative to the extent of the
loss or damage as the Contract Administrator may 02) The Contractor shall provide the Owner, on a
decide in consultation with the Contractor. form acceptable to the Owner,proof of insurance prior
to commencement of the Work, and signed by an
G06.03.05.04 Payment for...Low or.Zamage_„. . officer of the Contractor and either the underwriter•or
the broker.
01) The Contractor shall be entitled to receive from
the Owner, in addition to the amount due under the 03) The Contractor shall, on request, promptly
Contract, the amount at which the Owner's interest in provide the Owner with a certified true copy of each
restoration of the Work has been appraised, such insurance policy exclusive of information pertaining to
amount to be paid as the restoration of the Work premium or premium bases used by the insurer to
proceeds and in accordance with the requirements of determine the cost of the insurance. The certified true
Section GC8, Measurement and Payment. In addition copy shall include a signature by an officer-of the
the Contractor shall be entitled to receive from the Contractor and in addition, a signature by an officer of
payments made by the Insurer the amount of the the insurer or the underwriter or the broker.
Contractor's interest in the restoration of the Work.
04) Where a policy is renewed the Contractor shall
02) The Contractor shall be responsible for provide the Owner,on a form acceptable to the Owner,
deductible amounts under the policies except where renewed proof of insurance immediately following
such amounts may be excluded from the Contractor's completion of renewal.
OPS General Conditions of Contract
05) Unless specked otherwise the Contractor shall reimbursement of such costs the Owner may deduct
be responsible for the payment of deductible amounts the costs thereof from monies which are due or may
under the policies. become due to the Contractor.
06) If the Contractor fails to provide or maintain GC6.04 Bonding
insurance as required in this General Condition or
elsewhere In the Contract Documents,then the Owner 01) The Contractor shall provide the Owner with the
will have the right to provide and maintain such surety bonds in the amount required by the tender
insurance and give evidence thereof to the Contractor. documents.
The Owner's cost thereof shalt be payable by the
Contractor to the Owner on demand. 02) Such bonds shall be issued by a duly licensed
surety company authorized to transact a business of
07) If the Contractor falls to pay the cost of the suretyship in the Province of Ontario and shall be
insurance placed by the Owner within 30 days of the maintained in good standing until the fuffilment of the
date on which the Owner made a formal demand for Contract
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23
SECTION GC7 CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF THE WORK August 1990
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GC7.01 General shall notify the Contract Administrator of the name(s),
address(es), positions) and telephone number(s) of
01) The Contractor warrants that the site of the Work the Contractor's representative(s) who can be
has been visited during the preparation of the tender contacted at any time to deal with matters relating to
and the character of the Work-and all local conditions the Contract
which may affect the performance of the Work are
known. 08) The Contractor shall,at no additional cost to the
Owner, fumish all reasonable aid, facilities and
- 02) The Contractor shall not commence the Work assistance required by the Contrail Administrator for
nor deliver anything to the Working Area until the the proper inspection and examination of the Work or
Contractor has received a written order to commence the taking of measurements for the purpose of
the Work, signed by the Contract Administrator. payment.
03) The Contractorshall.have.complete..control of.:.. .. ._._-09) The Contractor-,shall prepare;-and'update-•as --
the work and shall effectively direct and supervise the required, a construction schedule indicating the timing
work so as to ensure conformity with the Contract of the major and critical activities of the Work. The
Documents. The Contractor shall be responsible for schedule shall be designed to ensure conformity with
construction means, methods,techniques,sequences the specified Contract Time. The,schedule shall be
and procedures and for coordinating the various parts submitted to the Contract Administrator within 14 days
of the Work. from the date of the contract award.
04) The Contractor shall have the sole responsibility 10) Where the Contractor finds any errors,
for the design, erection, operation, maintenance and inconsistency or omission relating to the Contract,the
removal of temporary structures and other temporary Contractor shall promptly report it to the Contract
facilities and the design and execution of construction Administrator and shall not proceed with the activity
methods required in their use. affected until receiving direction from the Contract
Administrator.
05) Notwithstanding paragraph 04) of subsection
GC7.01, General, where the Contract Documents 11) The Contractor shall promptly notify the
include designs for temporary structures and other Contract Administrator in writing ff the subsurface
temporary facilities or specify a method of construction conditions observed in the Working Area differ
in whole or part, such facilities and methods shall be materially from those indicated in the Contract
considered to be part of the design of the Work, and Documents.
the Contractor shall not be held responsible for that
part of the design or the specked method of 12) The Contractor shall arrange with the
construction. The Contractor shall, however, be appropriate utility authorities for the stake out of all
responsible for the execution of such design or underground utilities and service connections which
specified method of construction in the-same.manner.. ..-maybe affected by the Work.The Contractor,shall-be
that the Contractor.is responsibieJor the execution of :.responsible for any damage done to the�underground
the Work. utilities by the Contractor's forces during construction
if the stake out locations are within the tolerances given
06) The Contractor shall be responsible for in subsection GC2.01, Reliance on Contract
construction health and safety within the working areas Documents. The Contractor shall be responsible for
and for compliance with the Occupational Health and any damage done to the service connections.
Safety Act and Regulations. So as to avoid any
misunderstanding as to the extent of the Contractor's
responsibility,the Contractor,by executing the Contract GC7.02 Layout
unequivocally acknowledges that the Contractor is the
Constructor within the meaning of the Act. 01) Prior to commencement of construction, the
Contract Administrator and the Contractor will locate on
07) The Contractor shall have an authorized site those property bars, baselines and benchmarks
representative on the site while any work is being which are necessary to delineate the Working Area and
performed, to act for or on the Contractor's behalf. to lay out the Work, all as shown on the Contract
Prior to commencement of construction,the Contractor Drawings.
OPS General Conditions of Contract
24
02) The Contractor shall be responsible for the GC7.04 )
preservation of ail property bars while the Work is in Excess Loading of M0W Vdx*s
progress, except those property bars which must be 01) Where a vehicle is hauling material for use on
removed to facilitate the Work. Any property bars the Work, in whole or in part upon a Highway, and
disturbed, damaged or removed by the Contractor's where motor vehicle registration is required for such
operations shall be replaced under the supervision of vehicle, the Contractor shall not cause or permit such
an Ontario Land Surveyor, at no extra cost to the vehicle to be loaded beyond the legal limit specked in
Owner. the Highway Traffic Act, whether such vehicle Is
registered in the name of the Contractor or otherwise,
03) At no extra cost to the Owner, the Contractor except where there are designated areas within the
shall provide the Contract Administrator with such Working Area where overloading is permitted. The
materials and devices as may be necessary to lay out Contractor shall bear the onus of weighing disputed
the baseline and benchmarks, and as may be loads.
necessary for the inspection of the Work.
04) The Contractor shalt provide qualified personnel GC7.05 Condition of the Working Area
to lay out and establish all lines and grades necessary
for construction. The Contractor shall notify the 01) The Contractor shall maintain the Working Area
Contract Administrator of any layout work carried out, in a tidy condition and free from the accumulation of
1 so that the same may be checked by the Contract debris, other than that caused by the Owner or others.
Administrator.
GC7.06 Maintaining Roadways and
05) The Contractor shall install and maintain Detours
substantial alignment markers and secondary
benchmarks as may be required for the proper 01) Where an existing Roadway is affected by
execution of the Work. The Contractor shall supply construction, it shall be kept open to traffic, and the
one copy of all alignment and grade sheets to the Contractor shall, except as otherwise provided in this
Contract Administrator. subsection, be responsible for providing and
maintaining for the duration of the Work, a road
06) The Contractor shall assume full responsibility through the Work,whether along an existing Highway,
for alignment, elevations and dimensions of each and including the road under construction, or on detours i
all parts of the Work, regardless of whether the within or adjacent to the Highway, in accordance with
Contractor's layout work has been checked by the the Manual of Uniform Traffic Control Devices
Contract Administrator. (MUTCD).
07) All stakes, marks and reference points provided 02) The Contractor shall not be required to maintain
by the Contract Administrator shall be carefully a road through the Working Area until such time as the
preserved by the Contractor. In the case of their Contractor has commenced operations or during
destruction or removal, such stakes, marks and seasonal shut down or on any part of the Contract that
reference points will be replaced by the Contract has been accepted in accordance with these General
Administrator at no extra cost to the Owner. Conditions.
03) Where localized and separated sections of the
GC7.03 Damage by Vehicles or Other Highway only are affected by the Contractor's
Equipment operations, the Contractor will not be required to
maintain intervening sections of the Highway until such
01) If at any time, In the opinion of the Contract times as these sections are located within the limits of
Administrator, damage Is being done or is likely to be the Highway affected by the Contractor's general
done to any roadway or any improvement thereon, operations under the Contract. The Contractor shall
outside the Working Area, by the Contractor's vehicles not be required to apply deicing chemicals or
or other equipment, whether licensed or unlicensed abrasives or carry out snowplowing.
equipment,the Contractor shall,on the direction of the
Contract Administrator, and at no extra cost to the 04) Where the Contract Document provides for or
Owner, make changes or substitutions for such the Contract Administrator requires detours at speck
vehicles or equipment, and shall after loadings, or in locations,payment for the construction of the detours,
some other manner, remove the cause of such and if required, for the subsequent removal of the
damage to the satisfaction of the Contract detours, will be made at the Contract prices
Administrator. appropriate to such work.
OPS General Conditions of Contract
25
05) The Owner will bear the cost of maintaining,in a 02) The Contractor shalt provide at all times and at
satisfactory condition for traffic, a road through the no extra cost to the Owner access to fire hydrants,and
Working Area. The road through the Work will include water and gas valves located in the Working Are&
any detour constructed in accordance with the
Contract Documents or required by the Contract 03) Where any interruptions in the supply of utility
Administrator. Compensation for all labour,equipment services are required and are authorized by the
and materials to do this work shall be at the Contract Contract Administrator, the Contractor shall give the
prices appropriate to the work and,where there are no affected property owners notice in accordance with
such prices,at negotiated prices. Notwithstanding the subsection GC7.11, Notices by the Contractor, and
foregoing,the cost of blading required to maintain the shall arrange such interruptions so as to create a
surface of such roads and detours shall be deemed to minimum of interference to those affected.
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 GC7.08 Approvals and Permits
for any extended period including seasonal shutdown, 01) Except as specked in paragraph 02) of this
the Contractor shall,..when. directed by.:the-.Contract-. ,subsection, the Contractor-shall obtain,any,permits,
Administrator, open.and--place--the---.roadway- and - -licenses, and certificates required for the'-performance
detours in a passable,safe and satisfactory condition of the Work which are in force at the date of tender
for public travel. closing.
' 07) Where the Contractor constructs a detour which 02) The Owner will obtain and pay for the
is not specifically provided for in the Contract necessary plumbing and building permits.
Document, or required by the Contract Administrator,
the construction of the detour and, if required, the 03) The Contractor shall arrange for all necessary
subsequent removal shall be performed at the inspections.
Contractor's expense. The detour shall be constructed
and maintained to structural and geometric standards GC7.09 Suspension of Work
approved by the Contract Administrator. Removal shall
be performed as directed by the Contract 01) The Contractor shall, upon written notice from
Administrator. the Contract Administrator,discontinue or delay any or
all of the Work and.work will not be resumed until the
08) Where,with the written approval of the Contract Contract Administrator will, in writing, so direct.
Administrator, the Highway is closed and the traffic Delays, in these circumstances, will be administered
diverted entirely off the Highway to any other Highway, according to subsection GC3.08, Delays.
the Contractor shall, at no extra cost to the Owner,
supply and erect traffic control devices in accordance
with the MUTCD. GC7.10 Contractors Right to Stop the
09) Compliance with the foregoing provisions shall Work or Terminate The Contract
in no way relieve the Contractor of obligations.under 01) If the Owner is adjudged bankrupt or makes a
subsection GC6.01, Protection of.Work,:Persons;.and..:: general assignment for.the benefit of creditors�because
Property,dealing with the Contractors responsibility for of insolvency or if a receiver is appointed because-of
damage claims, except,for claims.arising on.sections insolvency, the Contractor may, without prejudice to
of Highway within the Working Area that are being any other right or remedy the Contractor may have, by
maintained by others, giving the Owner or receiver or trustee in bankruptcy
GC7.07 Access to Properties Adjoining written notice, terminate the Contract.
the Work and Interruption of 02) If the Work is stopped or otherwise delayed for
Utility Services a period of 30 days or more under an order of a court
or other public authority and provided that such order
Ot) The Contractor shall provide at all times, and at was not issued as the result of an act or fault of the
no extra cost to the Owner Contractor or of anyone directly employed or engaged
by the Contractor, the Contractor may, without
prejudice to any other right or remedy the Contractor
(a) adequate pedestrian and vehicular access;and : may have,by giving the Owner written notice,terminate
the Contract.
(b) continuity of utility services to properties
adjoining the Working Area. 03) The Contractor may notify the Owner in writing,
OPS General Conditions of Contract
1
with a copy to the Contract Administrator, that the not make any claim against the Owner for any loss,
Owner is in default of contractual obligations if damage or expense occasioned thereby.
(a) the Contract Administrator fails to issue 02) Where the obstruction is an underground utility
certificates in accordance with the provisions of such as a telephone cable, watermain, gas main or
Section GC8, Measurement and Payment; sewer or other man-made object,the Contractor shall
not be required to assume the risks and responsibilities
(b) -the Owner fails to pay the Contractor,within 30 -arising out of such obstruction, unless the location of
days of the due date, the amounts certified by the obstruction is shown on the plans or described in
the Contract Administrator or awarded by the specifications and the location so shown Is within
arbitration or-court; or the tolerance specified in paragraph 01)(a) of
subsection GC2.01, Reliance on Contract Documents,
(c) the Owner violates the requirements of the or unless the presence and location of the obstruction
Contract. has otherwise been made known to the Contractor or
could have been determined by the visual site
04) The Contractor's written notice to.the_Owner investigation made by the Contractor in accordance--
shall advise that if the default is not corrected in the 7 with these General Conditions.
days immediately following the receipt of the written
notice the Contractor may, without prejudice to any 03) During the course of the Contract, it is the
other right or remedy the Contractor may have, stop Contractor's responsibility to consult with utility
the Work or terminate the Contract. companies or other appropriate authorities for further
information in regard to the exact location of these
05) If the Contractor terminates the Contract under utilities, to exercise the necessary care in construction
the conditions set out in this subsection,the Contractor operations, and to take such other precautions as are
shall be entitled to be paid for all work performed necessary to safeguard the utility from damage.
according to the Contract Documents and for any
losses or damage as the Contractor may sustain as a GC7.13 Limitations of Operations
result of the termination of the Contract.
01) Except for such work as may be required by the
GC7.11 Notices by the Contractor Contract Administrator to maintain the Work in a safe
and satisfactory condition, the Contractor shall not
01) Before work is carried out which may affect the carry on operations under the Contract on Sundays
property or operations of any Ministry or agency of without permission in writing from the Contract
government or any person, company, partnership or Administrator.
corporation, including a municipal corporation or any
board or commission thereof, and in addition to such 02) The Contractor shall cooperate with other
notices of the commencement of specified operations Contractors, utility companies and the Owner and they
as are prescribed elsewhere in the Contract Document, shall be allowed access to their work or plant at all
the Contractor shall give at least 48 hours advance reasonable times,
written notice of the date of commencement of such
work to the person,company,partnership,corporation,
board, or commission so affected. GC7.14 Cleaning Up Before Acceptance
02) In the case of damage to, or interference with 01) Upon attaining Substantial Performance of the
any utilities, pole lines, pipe lines, conduits,farm tiles, Work, the Contractor shall remove surplus materials,
or other public or privately owned works or property, tools, construction machinery and equipment not
the Contractor shall immediately notify the Owner and required for the performance of the remaining work.
the Contract Administrator of the location and details of The Contractor shall also remove all temporary works
such damage or Interference. and debris other than that caused by the Owner, or
others and leave the Work and Working Area clean and
GC7-12 Obstructions suitable for occupancy by the Owner unless otherwise
specified.
01) Except as otherwise noted in these General
Conditions, the Contractor assumes all the risks and
responsibilities:. arising out of- any obstruction 02) The Work shall not deemed to have reached
encountered in the performance of the Work and any Completion until the Contractor has removed surplus
traffic conditions, Including traffic conditions on any materials, tools, construction machinery and
highway or road giving access to the Working Area equipment. The Contractor shall also have removed
caused by such obstructions,and the Contractor shall debris,other than that caused by the Owner,or others.
OPS General Conditions of Contract
27
GC7.15 Warranty Performance of the Work, or where there Is no
/ Substantial Performance certificate,12 months from the
01) The Contractor shall be responsible for the date of Completion of the Work as set out In the
proper performance of the Work only to the extent that Completion Certificate or such longer periods as may
the design and specifications permit such performance. be specked for certain materials or work. The
Contract Administrator will promptly give the Contractor
02) Subject to the previous paragraph the Contractor written notice of observed defects or deficiencies.
shall correct promptly, at no additional cost to the
Owner, defects or deficiencies in the Work which
appear prior to and during the period of 12 months 03) The Contractor shall correct or pay for damage
from the date of Substantial Performance of the Work, resulting from corrections made under the
as set out in the Certificate of Substantial requirements of paragraph 02) of this subsection.
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SECTION GC8 MEASUREMENT AND PAYMENT August 1990
GC8.01 Measurement (b) In the case of a Major hem where the quantity
of work performed and/or material supplied by
GC8.01.01 Quantities the Contractor is less than 85% of the tender
quantity,either party to the Contract may make
01) The Contract Administrator will make an estimate a written request to the other party to negotiate
once a month, in writing, of the quantity of work a revised unit price for that portion of the Work
performed. The first estimate will be the quantity of the performed and/or material supplied. The
work performed since the Contractor commenced the negotiation shall be carried out as soon as
Contract, and every subsequent estimate, except the reasonably possible. Any revision of the unit
final one, will be of the quantity of work performed price shall be based on the actual cost of
since the preceding estimate was made. The Contract performing the Work and/or supplying the
Administrator will provide the copy of each estimate to material under the tender item plus a
the Contractor within 10 days of the Cut Off Date. reasonable allowance for profit and applicable
overhead. Alternatively, where both parties
02) Such quantities for.progress:payments,shall be agree, an allowance.equal-to 10%-of the unit
construed and held to be approximate. The final price on the amount of the underrun which is
quantities for the issuance of the Completion Payment less than 85% of the tender quantity will be
Certificate shall be based on the measurement of the paid.
work completed.
GC8.02 Payment
03) Measurement of the quantities of the work will be
either by Actual Field Measurement or by Plan Quantity GC8.02.01 Price for Work
principles as indicated in the Contract. Adjustments to
Plan Quantity measurements will normally be made 01) Prices for the Work shall be full compensation
using Plan Quantity principles but may, where for all labour, Equipment and Material.required in its
appropriate, be made using Actual Field performance. The term "all labour, Equipment and
Measurements. Material"shall include Hand Tools, supplies and other
incidentals.
4
GC8.01.02 Variations in Tender Quantities 02) Payment for work not specifically detailed as
part of any one item and without specked details of
01) . Where it appears that the quantity of work to be payment will be deemed to be included in the items)
done and/or Material to be supplied by the Contractor with which it is associated.
under a unit price tender item will exceed or be less
than the tender quantity, the Contractor shall proceed GC8.02.02 Advance Payments for Material
to do the work and/or supply the material required to
complete the tender item and payment will be made for 01) The Owner will make advance payments for
the actual amount of work done and/or materials material intended for incorporation in the Work upon
supplied at the unit prices stated in the tender except the written request of the Contractor and according to
as provided below: the following terms and conditions:
(a) The Contractor shall, in advance of receipt of
(a) In the case of a Major Item where the amount of the shipment of the material, arrange for
work performed and/or material supplied by the adequate and proper storage facilities and
Contractor exceeds the tender quantity by more notify the Contract Administrator of their
than 15%,either party to the Contract may make location(s).
a written request to the other party to negotiate
a revised unit price for that portion of the Work (b) The value of aggregates, processed and
performed and/or material supplied which stockpiled, shall be assessed by the following
exceeds 115% of the tender quantity. The procedure:
negotiation shall be carried out as soon as
reasonably possible. Any revision of the unit (i) Sources Other Than Commercial
price shall be based on the actual cost of doing
the work and/or supplying the material under the (A) Granular'A', 'B' and'M' shall be
tender item plus a reasonable allowance for assessed at the rate of 60% of,
profit and applicable overhead. the contract price.
OPS General Conditions of Contract
30
1
(B) Coarse and fine aggregates for hot mix GC8.01.01, Quantities.
asphaltic concrete,surface treatment and
Portland cement concrete shall be 02) The progress Payment Certificate will show
assessed at the rate of 25% of the
contract price for each aggregate (a) the quantities of work performed;
stockpiled.
(b) the value of work performed;
Q0 Commercial Sources
(c) the amount of statutory holdback,liens,owners
Payment for separated coarse and fine set-off; and
aggregates will be considered, at the
above rate, when such materials are (d) the amount due the Contractor.
stockpiled at a commercial source where
further processing is to be carried out 03) One copy of the progress Payment Certificate
before incorporating such materials into a will be sent to the Contractor.
final product. Advance payments for
other materials located at a commercial 04) Payment will be made within 30 days of the Cut-
source will not be made. off Date.
(c) Payment for all other materials, unless otherwise
' specked elsewhere in the Contract, shall be GC8.02.03.02 Certification of Subcontract
based on the invoice price, and the Contractor Completion
shall submit proof of cost to the Contract
' Administrator before payment can be made by •01) Before the Work has reached the stage of
the Owner. substantial performance,the Contractor may notify the
Contract Administrator, in writing that a subcontract is
(d) The payment for all materials shall be prorated completed satisfactorily and ask that the Contract
against the appropriate tender item by paying for Administrator certify the completion of the subcontract.
sufficient units of the item to cover the value of
the material. Such payment shall not exceed 02) The Contract Administrator will issue a
80% of the Contract price for the item. Certificate of Subcontract Completion Ithe subcontract
has been completed satisfactorily, and all required
(e) All materials for which the Contractor wishes to inspection and testing of the works covered by the
receive advance payment shall be placed in the subcontract have been carried out and the results are
designated storage location Immediately upon satisfactory.
receipt of the material and shall thenceforth be
held by the Contractor in trust for the Owner as 03) Within 7 days of the date the subcontract is
collateral security for any monies advanced by certified complete the Contract Administrator will give
' the Owner and for the due completion of the a copy of the certificate to the Contractor and to the
Work. The Contractor shall not exercise any act Subcontractor concerned.
of ownership inconsistent with such security, or
remove any material from the storage locations,
except for inclusion in the Work, without-the GC8.02.03.03 Subcontract Staaitory,Holdback
consent,in writing,of the Contract Administrator. Release Certificate and Payment
(f) Such materials shall remain at the risk of the 01) Following receipt of the Certificate of
Contractor who shall be responsible for any Subcontract Completion, the Owner will release and
loss,damage,theft,improper use or destruction pay the Contractor the statutory holdback retained in
of the material however caused. respect of the subcontract. Such release shall be
made after 45 days from the date the subcontract was
certified complete and providing the Contractor
GC8.02.03 Certificafion and Payment submits the following to the Contract Administrator Progress Payment Certificate
(a) a document satisfactory to the Contract
01) The value of the work performed and material Administrator that will release the Owner from
supplied will be calculated once a month by the all further claims relating to the subcontract,
Contract Administrator in accordance with the Contract qualified by stated exceptions such as
Documents and the quantities described in clause holdback monies;
OPS General Conditions of Contract
31
(b) evidence satisfactory to the Contract GC8.02.03.05, Substantial Performance Payment and
Administrator that the Subcontractor has Statutory Holdback Release Payment Certificates,shall
discharged all incurred liabilities in carrying out commence from the date of publication of the
the subcontract; Certificate of Substantial Performance as provided for
above.
(c) a satisfactory clearance certificate or letter from
the Workers'Compensation Board relating to the GCB.02.03.05 Substantial Performance
subcontract; and Payment and Statutory Hokfback
Release Payment Certificates
(d) a copy of the contract between the Contractor
and the Subcontractor and a satisfactory 01) When the Contract Administrator issues the
statement showing the total amount due the Certificate of Substantial Performance the Contract
Subcontractor from the Contractor. Administrator will also issue the Substantial
' Performance Payment Certificate and the Substantial
02) Paragraph(d)will only apply to Lump Sum items Performance Statutory Holdback Release Payment
and then only when the Contract Administrator Certificate or where appropriate, a combined payment
specifically requests it. certificate.
03) Upon receipt of the-statutory holdback,-the 02) The Substantial - Performance- .Payment
Contractor shall forthwith give the Subcontractor the Certificate will show
payment due under the subcontract.
' (a) the value of work performed to the date of
04) Release of statutory holdback by the Owner in Substantial Performance;
respect of a subcontract shall not relieve the
Contractor, or the Contractor's Surety, of any of their (b) the value of outstanding or incomplete work;
responsibilities.
(c) the amount of the statutory holdback, allowing
GC8.02.03.04 Certification of Substantial for any previous releases of statutory holdback
Performance to the Contractor in respect of completed
subcontracts and deliveries of pre-selected
01) Upon application by the Contractor and where equipment;
the Contract has been substantially performed the
Contract Administrator will issue a Certificate of (d) the amount of maintenance security required;
' Substantial Performance. and
02) The Contract Administrator will set out in the (e) the amount due the Contractor.
Certificate of Substantial Performance the date on
which the Contract was substantially performed and 03) The Substantial Performance Statutory
within 7 days after signing the said certificate the Holdback Release Payment Certificate will be a
' Contract Administrator will provide a copy to the payment certificate releasing to the Contractor the
Contractor. statutory holdback due in respect of work performed
up to the date of substantial performance. Payment of
03) Upon receipt of a:_copy of:the Certificate of such statutory holdback shall be made after 45-days
Substantial Performance,.,the.Contractor shall forthwith, from the date of publication-_of--the-Certificate--of
as required by Section 32(1) Paragraph 5 of the Substantial Performance but subject to the provisions
Construction Lien Act, publish a copy of the certificate of the Construction Lien Act and the submission by the
in a construction trade newspaper. Such publication Contractor of the following documents:
shall include placement in the Daily Commercial News.
(a) a release by the Contractor in a form
04) Where the Contractor fails to publish a copy of satisfactory to the Contract Administrator
the Certificate of Substantial Performance as required releasing the Owner from all further claims
above within 7 days after receiving a copy of the relating to the Contract, qualified by stated
certificate signed by the Contract Administrator, the exceptions such as outstanding work or matters
Owner may publish a copy of the certificate at the arising out of subsection GC3.14, Claims,
Contractor's expense. Negotiations, Disputes;
05) Except as otherwise provided for in Section 31 (b) a statutory declaration in a form satisfactory to
of the Construction lien Act, the 45-day lien period the Contract Administrator that all liabilities
prior to the release of holdback as referred to in clause incurred by the Contractor and the Contractor's
OPS General Conditions of Contract
32
i
Subcontractors in carrying out the Contract have (b) a statutory declaration in a form tisfactory to
' been discharged except for statutory holdbacks the Contract Administrator rm inistrator that all liabilities
properly retained; incurred by the Contractor and the Contractor's
Subcontractors in carrying out the Contract
(c) a satisfactory Certificate of Clearance from the have been discharged, qualified by stated
Workers' Compensation Board; and exceptions where appropriate; and
(d) proof of publication of the Certificate of (c) a satisfactory Certificate of Clearance from the
Substantial Performance. Workers' Compensation Board.
' GC8.02.03.06 Certification of Completion GC8.0203.08 Interest
01) Upon application by the Contractor, and when 01) Interest due the Contractor is based on simple
' the Contract reaches Completion, the Contract interest and is calculated using the applicable Rates of
Administrator will issue a Completion Certificate. Interest.
02) The Contract Administrator.will..set out-in.the GC8.0203.09 Interest.for Late Payment - -
Completion Certificate the date on which the Work was
completed and within 7 days of signing the said 01) When the Contractor has complied with the
certificate the Contract Administrator will provide a requirements of the contract and when payment by the
' copy to the Contractor. Owner to the Contractor for work performed, or for
release of statutory holdback,is delayed by the Owner,
GC8.02.03.(Y7 Completion Payment and then the Contractor shall be entitled to payment for
Statutory Holdback Release Work performed at the Rate(s) of Interest from a date
Payment Certificates or dates derived from the following:
01) When the Contract Administrator issues the
Completion Certificate, the Contract Administrator will (a) Progress Payment: a date 30 days after the
also issue the Completion Payment Certificate and the Cut-off Date;
Statutory Holdback Release Payment Certificate or
where appropriate, a combined payment certificate. (b) Subcontract Completion and Subcontract
' Statutory Holdback: a date 75 days after the
02) The Completion Payment Certificate will show date the subcontract is certified complete;
' (a) measurement and value of work at completion; (c) Substantial Performance and Statutory
Holdback: a date 75 days after the date the
(b) the amount of the further statutory holdback Certificate of Substantial Performance is
based on the value of further work completed published;
' over and above the value of work completed
shown in the Substantial Performance Payment (d) Completion and Holdback: a date 75 days
Certificate referred to above; and after the date the Contract is certified complete.
(c) the amount due the Contractor. GC8.0203.10 Interest for Negotiations and
Claims
03) The Completion Statutory Holdback Release
Payment Certificate will be a payment certificate 01) Except as hereinafter provided, where a notice
releasing to the Contractor the further statutory of negotiation, notice of intent to claim and the
holdback. Payment of such statutory holdback shall subsequent claims are submitted in accordance with
be made after 45 days from the date of completion of the time limits and/or procedure described by
the Work as established by the Completion Certificate subsection GC3.14,Negotiations,Claims,Disputes,the
but subject to the provisions of the Construction Lien Owner will pay the Contractor the Rate(s)of Interest on
Act and the submission by the Contractor of the the amount of the negotiated price for the work or on
following documents: the amount of the settled claim. Such interest will not
i commence until 30 days after the satisfactory
(a) a release by the Contractor in a form satisfactory completion of the work.
to the Contract Administrator releasing the
Owner from all further claims relating to the 02) Where the Contractor does not attempt to
Contract, qualified by stated exceptions where resolve the negotiation or the claim, In an expeditious
appropriate; manner, interest shall be negotiable.
OPS General Conditions of Contract
33
03) Where the Contractor fails to give notice of a 'Cost of MateriaM means the cyst of material
claim within the time limit prescribed by subsection purchased, or supplied from stock, and valued at
GC3.14, Negotiations, Claims, Disputes, interest shall current market prices, for the purpose of carrying out
not be paid. extra work, by the Contractor,or by others when such
arrangements have been made by the Contractor for
04) Where a Contractor fails to comply with the completing the Work, as shown by itemized invoices.
30-day time limit and the procedures prescribed by
subsection GC3.14,Negotiations,Claims,Disputes,for 'Payroll Burden' means the payments in respect of
submission of claims, interest shall not be paid for the Workers'compensation,vacation pay, unemployment
delay period. insurance, public liability and property damage
' insurance, sickness and accident insurance, pension
fund and such other welfare and benefit payments
GC 8.02.03.11 Owners Set-off forming part of the Contractor's normal Labour costs
' and shall include any cost or expense as the Contract
01) Pursuant to Section 12 of the Construction Lien Administrator may approve, which has been incurred
Act 1983: Set-off by Trustee, the Owner may retain by the Contractor for travel, travel time, food, lodging
from monies owing to the Contractor.under.this:or any or similar items.
other contract an amount sufficient to cover any
outstanding or disputed-liabilities including•the.cost_to Rented Equipment" means equipment that Is-rented
remedy deficiencies, the reduction in value of or leased for the special purpose of Work on a Time
substandard portions of the Work, claims for damages and Material Basis from a person, firm or corporation
' by third parties which have not been determined in that is not an associate or affiliate of the lessee as
writing by the Contractor's insurer, undetermined defined by the Securities Act, RSO 1980, Chapter 466,
claims by the Owner under paragraph (a) of clause and is approved by the Contract Administrator.
' GC8.01.02, Variations in Tender Quantities, any
assessment due the Workers' Compensation Board "Operated Rented Equipment" means Rented
and any monies to be paid to the workers in Equipment rented or leased for the special purpose of
accordance with clause GC8.02.06, Payment of Work on a Time and Material Basis for which an
Workers. operator is provided by the supplier of the equipment
and for which the rent or lease includes the cost of the
02) Under these circumstances the Owner will give operator.
the Contractor appropriate notice of such action.
'Road Work' means the preparation, construction,
GC8.02.03.12 Delay in Payment finishing and construction maintenance of roads,
streets, highways and parking lots and includes all
' 01) The Owner shall not be deemed to be in default work incidental thereto other than work on structures.
of the Contract provided any delay in payment does
not exceed 30 days from the normal due date. "Sewer and Watermain Work' means the preparation,
construction,finishing and construction maintenance of
' sewer systems and watermain systems, and includes
GC8.0204 Payment on a Time and Material all work incidental thereto other than work on
Basis structures.
GC8.0204.01 Definitions 'Standby Time"means any period of time which is not
considered working time and which together with the
01) For the purposes of this clause the following working time does not exceed 10 hours in any one
' definitions apply: working day and during which time a unit of equipment
cannot practically be used on other work but must
'Cost of Labour" means the amount of wages, salary remain on the site in order to continue with its assigned
and Payroll Burden paid or incurred directly by the task and during which time the unit is in fully operable
' Contractor to or in respect of labour and supervision condition.
actively and necessarily engaged on the Work based
on the recorded time and hourly rates of pay for such "Structure Work" means the construction,
labour and supervision, but shall not include any reconstruction, repair, alteration, remodelling,
payment or costs incurred-for general supervision, renovation or demolition of any bridge,building,tunnel
administration or management time spent on the entire or retaining wall and includes the preparation for and
Work or any wages,salary or Payroll Burden for which" the laying of the foundation of any bridge, building,
' the Contractor is compensated by any payment made tunnel or retaining wall and the installation of
by the Owner for equipment. equipment and appurtenances incidental thereto.
OPS General Conditions of Contract
34
t
"The 127 Rate"means the rate for a unit of equipment used on each Time and Material project at 120%of the
' as listed in OPSS 127, Schedule of Rental Rates for Cost of the Material up to$3,000, then at 115%of any
Construction Equipment Including Model and portion of the Cost of Material in excess of$3,000.
Specification Reference,which is current at the time the
work is carried out or for equipment which is not so GC8.02.04.06 Payment for Equipment
' listed, the rate which has been calculated by the
Owner, using the same principles as used in GCB.02.04.06.01 Working Time
determining the 127 Rates.
01) The Owner will pay the Contractor for the
"Work on a Time and Material Basis' means Changes Working Time of all equipment other than Rented
in the Work,Extra Work and Additional Work approved Equipment and Operated Rented Equipment used on
by the Contract Administrator for payment on a time the Work on a Tme and Material basis at the 127 Rates
and material basis. The Work on a Time and Material with a cost adjustment as follows:
Basis shall be subject to all the terms, conditions,
specifications and provisions of the Contract. (a) Cost$10,000 or less -no adjustment;
"Working Time" means.each period of time during (b) Cost greater than $10,000 but not exceeding
which a unit of equipment,is actively and of necessity $20,000 payment$10,000 plus 90% of the
engaged on a speck operation and the first 2 hours portion in excess of$10,000; and
' of each immediately following period during which the
unit is not so engaged but during which the operation (c) Cost greater than $20,000 - $19;000 plus 80%
is otherwise proceeding and during which time the unit of the portion in excess of$20,000.
cannot practically be transferred to other work but must
' remain on the site in order to continue with its assigned 02) The Owner will pay the Contractor for the
tasks and during which time the unit is in a fully Working Time of Rented Equipment used on the Work
operable condition. on a Time and Material Basis at 110% of the invoice
price approved by the Contract Administrator up to a
GC8.0204.02 Daily Work Records maximum of 110%of the 127 Rate. This constraint will
be waived when the Contract Administrator approves
01) Daily Work Records prepared as the case may the invoice price prior to the use of the Rented
be by either the Contractor's representative or the Equipment.
Contract Administrator and reporting the labour and
equipment employed and the material used on each 03) The Owner will pay the Contractor for the
Time and Material project, shall be reconciled and Working Time of Operated Rented Equipment use on
' signed each day by both the Contractor's the Work on a Time and Material Basis at 110%of the
representative and the Contract Administrator. Operated Rented Equipment invoice price approved by
the Contract Administrator prior to the use of the
GC8.0204.03 Payment for Work equipment on the work on a Time and Material Basis.
' 01) Payment as herein provided shall be full
compensation for all labour, Equipment and Material to GC8.02-04.06.02 Standby Time
do the work on a Time and Material basis except where
' there is agreement to the contrary prior to the 01) The Owner will pay the Contractor for Standby
commencement of the work on a Time and Material Time of Equipment at 35% of the 127 Rate or 35% of
basis. The payment adjustments shall apply to each the invoice price whichever is appropriate. The Owner
' Individual Change Order authorized by the Contract will pay reasonable costs for Rented Equipment where
Administrator. this is necessarily retained in the Work Area for
extended periods agreed to by the Contract
GCB.02.04.04 Payment for Labour Administrator. This will include Rented Equipment
' intended for use on other work,but has been idled due
01) The Owner will pay the Contractor for labour to the circumstances giving rise to the Work on a Time
employed on each Time and Material project at 135% and Material Basis
of the Cost of Labour up to$3000,then at 120%of any
portion.of the Cost.of Labour in.excess of$3000. - 02) In addition, the Owner will include the Cost of
Labour of operators or associated labourers who
cannot be otherwise employed during the standby
GC8.02.04.05 Payment for Material period or during the period of Idleness caused by the
circumstances giving rise to the Work on a Time and
01) The Owner will pay the Contractor for material Material Basis
OPS General Conditions of Contract
35
03) The Contract Administrator may require Rented Work.
i" Equipment idled by the circumstances giving rise to
the Work on Time and Material Basis to be returned to 02). Separate summaries shall be completed by the
' the Lessor until the work requiring the equipment can Contractor according to the standard form`Summary
be resumed. The Owner will pay such costs as result for Payment of Accounts on a Time and Material
directly from such return. Basis'. Each summary shall include the order number
and covering dates of the work and shall itemize
04) When equipment is transported, solely for the separately labour, materials and equipment. Invoices
purpose of the Work on a Time and Material Basis,to for materials, Rented Equipment and other charges
or from the Working Area on a Time and Material incurred by the Contractor on the Work on a Time and
' Basis, payment will be made by the Owner only in Material Basis shall be included with each summary.
respect of the transporting units. When equipment is
moved under its own power it shall be deemed to be 03) Each month the Contract Administrator will
working. The method of moving equipment and the include with the monthly progress payment certificate,
' rates shall be subject to the approval of the Contract the costs of the Work on a Time and Material Basis
Administrator. 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
GC8.0204.07 Payment for Hand Tools Material Basis.
01) Notwithstanding any other provision of this 04) The final'Summary for Payment of Accounts on
Section, no payment shall be made to the Contractor a Time and Material Basis" shall be submitted by the
for or in respect of hand tools or equipment that are Contractor within 60 days after the completion of the
tools of the trade. work on a Time an Material Basis.
' GC8.0204.08 Payment for Work By
Subcontractors GC8.02.05 Final Acceptance Certificate
' 01) Where the Contractor arranges for work on a 01) After the acceptance of the Work the Contract
Time and Material Basis, or a part of it, to be Administrator will issue the Final Acceptance Certificate,
performed by Subcontractors on a Time and Material or, where applicable, after the Warranty Period has
Basis and has received approval prior to the expired. The Final Acceptance Certificate will not be
commencement of the work, in accordance with the issued until all known deficiencies have been adjusted
' requirements of subsection GC3.10,Subcontracting by or corrected, as the case may be, and the Contractor
the Contractor, the Owner will pay the cost of work on has discharged all obligations under the Contract.
a Time and Material Basis by the Subcontractor
' calculated as if the Contractor had done the work on a GC8.0206 Payment of Workers
Time and Material Basis, plus a markup calculated on
the following basis: 01) The Contractor shall, in addition to any fringe
benefits, pay the workers employed on the Work in
(a) 20%of the first$3,000; plus accordance with the labour conditions set out in the
Contract and at intervals of not less than twice a
(b) 15%of the amount from$3,000 to$10,000; plus month.
' (c) 5% of the amount in excess of$10,000. 02) The Contractor shall require each Subcontractor
doing any part of the Work to pay the workers
02) No further markup.will be applied regardless of employed by the Subcontractor on the Work in
' the extent to which the work is assigned or sublet to accordance with this clause.
others. If work is assigned or sublet to an associate,
as defined by the Securities Act, RSO 1980, Chapter 03) Where any person employed by the Contractor
' 466, no markup whatsoever will be applied. 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
GC8.02.04.09 Submission of Invoices accordance with clause GC8.02.03.11,Owner's Set-off.
01) At the start of the work on a Time and Material
Basis, the Contractor shall provide the applicable GC8.0207 Records
labour and equipment rates not already submitted to
the Contract Administrator during the course of the 01) The Contractor shall maintain and keep
1
OPS General Conditions of Contract
accurate Records relating to the Work,Changes in the fuels, materials and services, except for refundable
Work, Extra Work and claims arising therefrom. Such taxes and duties, shall be included in the Contract i
' Records shall be of sufficient detail to support the total price.
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 02) The Contractor shall pay all taxes, customs
Certificate is issued or until all claims have been duties, and excise taxes on all fuels and materials with
settled, whichever is longer. The Contractor shall respect to the Contract. Where applicable, the
' require that Subcontractors employed by the Contractor shall apply for any refunds of taxes and
Contractor preserve all original Records pertaining to duties to the appropriate tax levying authority.
the Work,changes in the work,Extra Work and claims
arising therefrom for.a similar period of time.
' 03) Any increase or decrease in costs of materials
02) If, in the opinion of the Contract Administrator, and fuels incorporated into the Work due to changes
Daily Work Records are required, such records shall in such taxes and duties after the date of the tender
report the labour and equipment employed and the closing shall increase or decrease the Contract price
' material used on any specific portion of the Work. The accordingly. Both parties to the Contract shall assist
Daily Work Records shall be reconciled with and the other in applying for refunds,where appropriate, by
signed by the Contractor's representative each day. providing receipts, records or other help.
03) The Owner may inspect and audit the
Contractor's Records relating to the Work, Extra Work
and Changes in the Work at any time during the period
' of the Contract in accordance with paragraph 01) of GC8.02.09 Liquidated Damages
this clause.The Contractor shall supply certified copies
of any part of his Records required whenever
requested by the Owner. 01) When liquidated damages are specified in the
' Contract and the Contractor fails to complete the Work
GC8.0208 Taxes and Duties in accordance with the Contract, the Contractor shall
pay such amounts as are specified in the Contract
01) Taxes, customs duties and excise taxes on all Documents. -
1
1
iOPS General Conditions of Contract