HomeMy WebLinkAbout2005-079
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 2005- 079
Being a By-law to authorize a contract between the
Corporation of the Municipality of Clarington and Ron
Robinson Limited, Bowmanville, Ontario, to enter into
agreement for the Hunt Street/Albert Street Reconstruction
and Duke Street Improvements.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS
FOLLOWS:
1. THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the
Corporation of the Municipality of Clarington and seal with the Corporation Seal, a
contract between, Ron Robinson Limited, Bowmanville, Ontario, and said
Corporation; and
2. THAT the contract attached hereto as Schedule "A" form part of this By-law.
By-law read a first and second time this 2ndday of May, 2005.
By-law read a third time and finally passed this 2nd day of May, 2005.
,~/ r~; . 'jCiJJ.al~lerk
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CI~-!!Jglon
MEMO
TO:
Patti L. Barrie, Municipal Clerk
FROM:
Lou Ann Birkett, C.P.P., A.M.C.T., Purchasing Manager
DATE:
May 6, 2005
RE: TENDER CL2005.3
HUNT STREET/ALBERT STREET RECONSTRUCTION AND
DUKE STREET IMPROVEMENTS
Please find enclosed one (1) fully executed contract document for the above
noted tender.
Thank you,
~
Lou Ann Birkett, C.P.P., A.M.C.T.
Purchasing Manager
LAB/ld
Attach.
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CORPORA nON OF THE MUNICIPALITY OF CLARINGTON
HUNT STREET/ALBERT STREET RECONSTRUCTION
AND DUKE STREET IMPROVEMENTS
CONTRACT NO. CL2005-3
FEBRUARY 2005
~~
architec'ts
planners
TSH No. 12-29120, 12-29370, 12-29371
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AGREEMENT
THIS AGREEMENT made in quadruplicate
BETWEEN: RON ROBINSON LIMITED
of the Regional Municipality of Durham and Province of Ontario
hereinafter called the .Contractor"
THE PARTY OF THE FIRST PART
-and-
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
hereinafter called the "Purchaser"
THE PARTY OF THE SECOND PART
WITNESSETH, that the party of the first part, for and in consideration of the payment or
payments specified in the tender for this work hereby agrees to furnish all necessary machinery, tools,
equipment, supplies, labour, and other means of construction and, to the satisfaction of the Engineer, to do all
the work as described hereafter, furnish all the materials except as herein otherwise specified, and to complete
such works in strict accordance with the plans, specifications and tender therefore, all of which are to be read
herewith and form part of this present agreement as fully and completely to all intents and purposes as though
all the stipulations thereof have been embodied herein.
Page 1 of 3
I
I DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS
I Hunt Street/Albert Street Reconstruction and Duke Street Improvements, Contract No. CL2005-3,
Municipality of Clarington
I Addendum No. I dated March 9,2005
A. TENDER FORM: General
I Itemized Bid
Bonds
Schedule of Tender Data
I B. STANDARD TERMS AND CONDITIONS
C. INSTRUCTIONS TO TENDERERS
D. SPECIAL PROVISIONS - GENERAL
I E. SPECIAL PROVISIONS - TENDER ITEMS
F. STANDARDS
G. PLANS: Drawings No. 1-20 and W-S-I to W-S-13.
I H STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition of the following Ontario Provincial Standard Specifications and Region of Durham Standard
Specifications revised March 2004.
I OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 351 Sent. 1996 410 April 1999 571 Nov. 2001
I 128 Current 353 Sent. 1996 501 Feb. 1996 572 Nov. 2003
201 Nov. 2003 355 Sent. 1996 506 Nov. 2001 577 Feb. 1996
206 Nov. 2000 405 Feb. 1990 510 Anril 2003
310 Nov. 2002 407 Nov. 2001 511 Nov. 2001
I 314 Dec. 1993 408 Nov. 2001 570 Aug. 1990
I. GEOTECHNICAL INVESTIGATION (Borehole Logs)
I J. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
All Plans and Documents referred to in Ihe Specifications.
I
I The Contractor further agrees \hat he will deliver Ihe whole of Ihe works completed in
accordance wiIh Ihis agreement on or before Ihe expiration of 120 working days from Ihe date of
commencement.
I
IN CONSIDERATION WHEREOF said party of Ihe second part agrees to pay to Ihe
I Contractor for all work done, Ihe unit prices on Ihe Tender.
I This agreement shall enure to Ihe benefit of and be binding upon Ihe heirs, executors,
administrators and assigns of Ihe Contractor and on Ihe heirs and successors of Ihe Purchaser.
I
Page 2 of 3
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IN WITNESS WHEREOF, the Contractor and the Purchaser have hereunto signed their
names and set their seals on the day first above written.
SIGNED and sealed by the Contractor RON ROBINSON LIMITED
in the presence of
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SIGNED and sealed by the Purchaser THE CORPORATION OF THE MUNICIPALITY OF
CLARINGTON
in the presence of
Pf29I20/200S/Specsl AGR.doc
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Patti L Barrle,Clerk-'
Page 3 of 3
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CONTRACT NO. CL2005-3
MUNICIPALITY OF CLARINGTON
HUNT STREETI ALBERT STREET RECONSTRUCTION
ADDENDUM NO.1
Contractors are hereby advised of the following modifications to Contract No. CL2005-3
SPECIAL PROVISIONS - TENDER ITEMS
Page 4
Concrete Curb and Gutter (All Types) - Item No. 11
.
Remove fifth paragraph commencing, "First stage only.........." and replace with the following:
"First stage curb and gutter shaD be constructed on the west side of Hunt Street from Nelson
Street to Albert Street as indicated on Drawings No.8 and 10" .
All tenders must be submitted on the basis of this modification.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH
Engineers Architects Planners
513 Division Street
Cobourg, Ontario K9A 5G6
March 9, 2005
PI291201Spccs1200SIADD1.doc
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PROJECT:
AUTHORITY:
CONTRACT ADMINISTRATOR:
TENDERER:
TENDERS RECEIVED BY:
Pf291201Specsl20051207J4. TF-SignDoes.doc
TENDER FOR CONTRACT NO. CL2005-3
HUNT STREET/ALBERT STREET RECONSTRUCTION
AND DUKE STREET IMPROVEMENTS
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
TOTTEN SIMS HUBICKI ASSOCIATES
ENGINEERS, ARCHITECTS and PLANNERS
513 DIVISION STREET
COBOURG, ONTARIO. K9A5G6
Telephone: 905-372-2121 Fax: 905-372-3621
RON ROBINSON LIMITED
Name
3075 Maolegrove Road
Bowmanville. Ontario LlC 3K4
Address (include Postal Code)
Tel: 905-697-0400 Fax: 905-697-0581
Telephone and Fax Numbers
Raloh Robinson
Name of Person Signing
Treasurer
Position of Person Signing
Ms. PaUi Barrie, Clerk
Corporation of the Municipality of Ciarington
40 Temperance Street
Bowmanville, Ontario
LI C 3A6
Page 1 of 14 pages
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TENDER CONTRACT NO. CL2005-3
To: The Mayor and Members of Council
Corporation of the Municipality ofClarington
Re: Contract No. CL2005-3
Hunt Street! Albert Street Reconstruction and Duke Street Improvements
Dear Sir or Madam:
The Contractor has carefully examined the Plans, Provisions, Specifications and Conditions described herein as
part of the work to be done under this Contract. The Contractor understands and accepts the said Plans,
Provisions, Specifications and Conditions, and, for the prices set forth in this Tender, hereby offers to furnish all
machinery, tools, apparatus and other means of construction, furnish all materials, except as otherwise specified
in the Contract, and to complete the work in strict accordance with the said Plans, Provisions, Specifications and
Conditions.
The Contractor understands and accepts that the quantities shown are approximate only, and are subject to
increase, decrease, or deletion entirely if found not to be required.
Attached to this tender is a bid deposit in the amount specified in Clause 3 of the Instructions to Tenderers, made
payable to the Authority. This cheque or bid bond shall constitute a deposit which shall be forfeited to the
Authority if the successful Contractor fails to file with the Authority a 100% Performance Bond, and a 100%
Labour and Material Payment Bond, satisfactory to the Authority within ten (10) calendar days from the date of
receipt of Notice of Acceptance ofthe Tender.
Notification of acceptance may be given and delivery of the form of Agreement made by prepaid post, addressed
to the Contractor at the address contained in this Tender.
Page 2 of 14 pages
I ITEMIZED BID CONTRACT NO. CL2005-3
I "'In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No, CL2005-3 for the following unit prices,
'I spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(P) Plan Quantity Payment Item
RMDSS Regional Municipality of Durham Standard Specifications
I
I PART 'A': ROADWORKS AND STORM SEWERS
1 201 Site Preparation LS 2,460.00 2,460.00
I SP
2 201 Clearing and Grubbing LS 3,180.00 3,180.00
SP
I 3 206 Earth Excavation (Grading) m3 11,185 9.84 110,060.40
SP (P)
I 4 310 Hot Mix HL-3 t 400 90.39 36,156.
SP
5 310 Hot Mix HL-8 t 1,680 51.62 86,721.60
I SP
6 310 Asphalt Gutter m 340 17.95 6,103.00
SP
I 7 314 Granular' A' t 6,500 20.60 133,900.00
SP
8 314 Granular 'B', Type I t 12,800 12.78 163,584.00
I SP
9 351 Concrete in Sidewalk m2 950 42.09 39,985.50
I SP
10 355 Interlocking Brick Pavers m2 9 108.71 978.39
SP
I 11 353 Concrete Curb and Gutter (All m 1,900 41.51 78,869.00
SP Types)
12 405 100 mm Perforated Corrugated m 2,230 9.84 21,943.20
I SP Pipe Subdrain with Geotextile
13 410 300 mm Dia. PVC SDR 35 Storm m 296.3 246.89 73,153.51
SP Sewer, Inc!. Excavation,
I Embedment and Imported Backfill
14 410 375 mm Dia. CP Storm Sewer m 124.9 253.44 31,654.66
SP Class 50-D, Inc!. Excavation, Class
I ' B' Bedding and Imported Backfill
15 410 450 mm Dia. PVC SDR 35 Storm m 10.2 263.94 2,692.19
I SP Sewer, Inc!. Excavation,
Embedment and Imported Backfill
16 410 525 mm Dia. CP Storm Sewer m 153 260.26 39,819.78
I SP Class 50-D, Inc!. Excavation, Class
'B' Bedding and hnported Backfill
I Page 3 of 14 pages
I ITEMIZED BID CONTRACT NO. CL200S-3
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2oo5-3 for the following unit prices.
'I spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(P) Plan Quantity Payment Item
RMDSS Regional Municipality of Durham Standard Specifications
I
I 17 410 600 mm Dia. CP Storm Sewer m 114.5 298.29 34,154.21
SP Class 50-D, Inc!. Excavation, Class
'B' Bedding and Imported Backfill
I 18 410 750 mm Dia. CP Storm Sewer m 263.1 392.40 103,240.44
SP Class 50-D, Inc!. Excavation, Class
'B' Bedding and Imported Backfill
I 19 410 825 mm dia. CP Storm Sewer Class m 230.3 418.65 96,415.10
SP 50-D, Inc!. Excavation, Class 'B'
I Bedding and Imported Backfill
20 410 150 mm Dia. Storm Sewer m 140 181.91 25,467.40
SP Connections, PVC SDR 28, Inc!.
I Excavation, Embedment and
Imported Backfill
21 407 600 mm x 600 mm Precast ea 12 1,562.10 18,745.20
I SP Catchbasin (OPSD 705.010)
22 407 600 mm x 1200 mm Precast Twin ea 8 2,386.20 19,089.60
SP Inlet Catchbasin (OPSD 705.020)
1\ 23 407 600 mm x 600 mm Precast ea 9 1,783.5 16,051.50
SP Catchbasin with Beehive Type
Grate (OPSD 705.010)
I 24 407 1200 mm Dia. Precast Maintenance ea 8 2,884.35 23,074.80
SP Hole (OPSD 701.010)
25 407 a) 1500 mm Dia. Precast ea 5 4,594.16 22,970.80
I SP Maintenance Hole (OPSD 701.011)
I b) With Flat Cap (OPSD 703.010) ea 4 5,031.90 20,127.60
26 407 1800 mm Dia. Precast Maintenance ea 1 5,978.02 5,978.02
I SP Hole (OPSD 701.012)
27 408 Adjusting Catchbasins and ea 5 369.00 1,845.00
SP Maintenance Holes
I 28 501 Water for Compaction and Dust m3 1,000 6.15 6,150.00
Suppression
29 506 Calcium Chloride Flake kg 7,700 0.70 5,390.00
I 30 SP Sawcutting m 260 3.69 959.40
, 31 510 Removal of Sidewalk m2 380 6.15 2,337.00
SP
32 510 Removal of Curb and Gutter m 310 12.30 3,813.00
I SP
Page 4 of 14 pages
I ITEMIZED BID CONTRACT NO. CL200S-3
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-3 for the following unit prices.
'I Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(P) Plan Quantity Payment Item
RMDSS Regional Municipality of Durham Standard Specifications
I
I 2.01.02 200 mm Dia. (3.1 m to 4.5 m
depth)
2.01.02A Manhole No. 8-75 - Manhole No.8 m 120 223.22 26,786.40
I 74
2.01.02B Manhole No. 58 - Manhole No. 8- m 70 223.22 15,625.40
71
,I 2.01.02C Manhole No. 510 - Manhole No. m 70 223.22 15,625.40
59
2.01.02D Manhole No. 11-74 - Manhole No. m 118.5 223.22 26,451.57
I 8-75
2.01.02E Manhole No. 11-75 - Manhole No. m 81 223.22 18,080.82
11-74
I 2. 0 1.02F Manhole No. 512 - Manhole No. 8- m 15 223.22 3,348.30
75
I 2.01.03 200 mm Dia. (4.6 m to 5.5 m
depth)
2.01.03A Manhole No. 57 - Manhole No. 8- m 43 253.97 10,920.71
I 71
2.01.07 250 mm Dia. (3.1 m to 4.5 m
depth)
I 2.01.07A Manhole No. 53 - Manhole No. 52 m 85 234.46 19,929.10
2.01.08 250 mm Dia. (4.6 m to 5.5 m
I depth)
2.01.08A Manhole No. 51 - Manhole No. 5- m 27.3 271.36 7,408.13
16
I 2.01.08B Manhole No. 52 - Manhole No. 51 m 90 271.36 24,422.40
I 2.01.08C Manhole No. 54 - Manhole No. 53 m 29.8 271.36 8,086.53
2.01.08D Manhole No. 8-70 - Manhole No. m 112.5 271.36 30,528.00
I S4
2.01.08E Manhole No. 8-71 - Manhole No.8 m 118 271.36 32,020.48
70
I 2.01.08F Manhole No. 8-72 - Manhole No.8 m 81.7 271.36 22,170.11
71
2.01.08G Manhole No. 8-73 - Manhole No.8 m 30.9 271.36 8,385.02
I 72
2.01.088 Manhole No. 55 - Manhole No. 8- m 75.3 271.36 20,433.41
73
I Page 6 of 14 pages
I ITEMIZED BID CONTRACTNO.CL2005~
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-3 for the following unit prices.
I Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(P) Plan Quantity Payment Item
RMDSS Regional Municipality of Durham Standard Specifications
I
I 2.01.081 Manhole No. 8-74 - Manhole No. m 71 271.36 19,266.56
S5
2.01.08J Plug - Manhole No. 8-74 m 12 271.36 3,256.32
I, 2.02 RMDSS Extra Over Items (2.01.02B,
SP 2.01.02D, 2.01.02E, 2.01.07A,
I 2.01.08A, 2.01.02B, 2.01.02C)
2.02.02 Trench Restoration - Local Street m 135 61.97 8,365.95
(2.0 m wide)
I 2.02.03 Trench Restoration - Topsoil and m 220 10.60 2,332.00
Seeding
I 2.02.06 Concrete Plug in Abandoned Pipe ea 64 123.00 7,872.00
2.02.40 Temporary Connection of Sanitary LS 553.50 553.50
I Sewer
2.03 RMDSS Service Connections (Not
SP Including Restoration)
I 2.03.01 100 rom Dia. PVC ( 84 m 750 182.45 136,837.50
Connections)
2.03.03 150 rom Dia. PVC (2 Connections) m 20 219.86 4,397.20
I 2.03.07 Cleanouts as per S- 303 ea 1 184.50 184.50
I 2.04 RMDSS Maintenance Holes
SP
I 2.04.01 Remove Existing - Completely ea 9 246.00 2,214.00
2.04.04 Break into Existing Structure and LS 492.00 492.00
I Rebench as per S-I13 (MH 5-16)
2.04.07 S-101-1200 rom dia. Precast
Maintenance Hole (Less than 3.0 m
I deep)
2.04.07A Maintenance Hole No. S6 LS 2,415.39 2,415.39
I 2.04.08 S-101-1200 rom Dia. Precast
Maintenance Hole (3.1 m to 4.5 m
I deep)
2.04.08A Maintenance Hole No. S2 LS 3,607.13 3,607.13
I Page 7 of 14 pages
I ITEMIZED BID CONTRACT NO. CL2005-3
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-3 for the following unit prices.
I Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(P) Plan Quantity Payment Item
RMDSS Regional Municipality of Durham Standard Specifications
I
I 2.04. lOA Maintenance Hole No. 8-71 (Drop LS 6,407.12 6,407.12
Structure)
2.04.70 Drop Structure on Existing LS 1,660.50 1,660.50
I Maintenance Hole as per S-l 07,
Type 'B' (MH 5-16)
2.40 RMDSS Miscellaneous Items
I SP
2.40.02 Excavate for Utility Verification ea 7 307.50 2,152.50
I 2.40.03 Restoration of Surface Features LS 8,000.00
I Total Part 'B' (Carried to Summary) 593,896.56
I PART 'C': WATERMAIN AND APPURTENANCES
I 3.01 RMDSS Pipe (Not Including Restoration)
3.01.02 SP 150 mm PVC m 436 145.33 63,363.88
I 3.01.03 SP 200 mm PVC m 24 195.97 4,703.28
I 3.01.04 SP 300 mm PVC m 785 230.04 180,581.40
3.01.30 Field Closure at Sta. 1 +004.5, LS 1,107.00 1,107.00
I Hunt Street and Baseline Road
3.01.31 Field Closure at Sta. 10+032.3, LS 1,107.00 1,107.00
I Pine Street
3.01.32 Field Closure at Sta. 10+ 114.3, LS 1,107.00 1,107.00
Ann Street and Duke Street
I 3.01.33 Field Closure at Sta. 10+ 128.1, LS 1,107.00 1,107.00
Park Street and Duke Street
3.01.34 Field Closure at Sta. 10+030.8, LS 2,706.00 2,706.00
I Existing 400 mm Watermain,
Nelson Street
I 3.01.35 Field Closure at Sta. 10+030.3, LS 1,107.00 1,107.00
Existing 150 mm Watermain,
Nelson Street
I Page 9 of 14 pages
I ITEMIZED BID CONTRACT NO, CL2005-3
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-3 for the following unit prices.
I Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(P) Plan Quantity Payment Item
RMDSS Regional Municipality of Durham Standard Specifications
I
I 3.01.36 Field Closure at Sta. 10+046.1, LS 1,107.00 1,107.00
Victoria Street
3.01.37 Field Closure atSta. 9+992.1, LS 2,706.00 2,706.00
I Albert Street at Existing 400 mm
Watermain
3.01.38 Field Closure at Sta. 10+ 115.4, LS 1,107.00 1,107.00
I Albert Street at Existing 150 mm
Watermain
I 3.01.39 Temporary Connection to LS 1,107.00 1,107.00
Watermains
3.02 RMDSS Extra Over Item No. 3.01
I SP
3.02.02 Trench Restoration - Local Street m 150 61.97 9,295.50
2.0 m wide
I 3.02.04 Remove Existing Valve Box ea 2 123.00 246.00
3.02.06 Concrete Plug in Abandoned Pipe ea 5 123.00 615.00
I 3.02.14 Stone for Extra Depth Bedding (H m3 150 43.05 6,457.50
8 Blend Clear Crushed Stone)
I 3.02.18 Remove Existing Valve Chamber LS 615.00 615.00
3.03 RMDSS Valves
I SP
3.03.02 150 mm Gate Valve and Box as per ea 9 720.78 6,487.02
I S-408
3.03.03 200 mm Gate Valve and Box as per ea 2 853.62 1,707.24
S-408
I 3.03.04 300 mm Gate Valve and Box as per ea 11 1,650.66 18,157.26
S-408
3.04 RMDSS Hydrants
I SP
3.04.01 New Hydrant with Storz Pumper ea 8 3,335.76 26,686.08
Nozzle as per S-409
I 3.04.03 Temporary Flushing Hydrant ea 6 553.50 3,321.00
3.04.05 Remove Existing Hydrant Complete ea 5 369.00 1,845.
I with Concrete Plugs
3.05 RMDSS Services (Not Including
I Restoration)
Page 10 of 14 pages
I ITEMIZED BID CONTRACT NO. CL200S-3
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-3 for the following unit prices.
I Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(P) Plan Quantity Payment Item
RMDSS Regional Municipality of Durham Standard Specifications
I"
I 3.05.01 SP 19 mm Main Stop ea 79 270.48 21,367.92
3.05.02 SP 25 mm Main Stop 2 286.57 573.14
ea
I 3.05.06 SP 19 mm Curb Stop and Box ea 79 208.80 16,495.20
I 3.05.07 SP 25 mm Curb Stop and Box ea 2 243.66 487.32
3.05.11 SP 19 mm Dia. Copper Pipe m 700 41.8 29,274.00
I 3.05.12 SP 25 mm Dia. Copper Pipe m 60 45.51 2,730.60
I 3.05.22 Extra Over Copper Pipe - Auger or m 30 73.80 2,214.00
Directional Bore under Roadway
I 3.05.23 Extra Over Items No. 3.05.11 and m2 50 5.30 265.00
3.05.12 for Restoration with
Topsoil and Sod
I 3.05.24 Extra Over Items No. 3.05.11 and m2 20 32.20 644.00
3.05.12 for Restoration with
I Asphalt
3.05.25 Extra Over Items No. 3.05.11 and m2 40 64.00 2,560.00
3.05.12 for Restoration with
I Concrete or Other Hard Surfaces
3.06 RMDSS Test Points
SP
I 3.06.01 19 mm Dia. Test Point as per S-429 ea 6 430.50 2,583.
3.07 RMDSS Blowoff
I SP
3.07.02 50 mm Dia. Blowoff as per S-406 ea 1 676.50 676.50
I 3.11 RMDSS Temporary Water Supply
SP
3.11.01 Temporary Water Supply to ea 90 184.50 16,605.00
I Residences
3.4 RMDSS Miscellaneous Items
I SP
3.40.02 Excavate for Utility Verification ea 7 307.50 2,152.50
I Page 11 of 14 pages
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ITEMIZED BID
CONTRACT NO. CL2005-3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2005-3 for the following unit prices.
Spec. No.
SP
(P)
RMDSS
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
Regional Municipality of Durham Standard Specifications
3.40.03
Restoration of Surface Features
LS
8,000.00
Total Part 'C' (Carried to Summary)
444,977.34
PART '0': GENERAL ITEMS
8.01 RMDSS Contract Administrators Field
SP Office
8.01.01 Supply and Maintain Field Office
8.02 RMDSS Contractor Documentation
SP
8.02.01 Bonds, Insurance and Maintenance
Security
8.03 RMDSS Mobilization and Traffic Control
SP
8.03.01 Mobilization and Demobilization
8.05.01 SP Pre-Condition Snrvey
LS
2,460.00
2,460.00
LS
36,900.00
36,900.00
LS
3,690.00
3,690.
LS
13,018.92
13,018.92
Total Part '0' (Carried to Summary)
56,068.92
SUMMARY -
Total Part 'A' - Roadworks and Storm Sewers
Total Part 'B' - Sanitary Sewer and Appurtenances
Total Part 'C' - Watermain and Appurtenances
Total Part 'D' - General Items
1,329,874.20
593,896.56
444,911.34
56,068.92
Total (excluding GST)
GST (7% of Total)
2,424,817.02
169,737.19
Tenderer's GST Registration No. Rl04620729
pn9120fSpecsl2OOSlltemBld-SlsnDocs.ds
Page 12 of 14 pages
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AGREEMENT TO BOND (to be completed bv Bondin!! Company)
CONTRACT NO. CL200S-3
Bond No: TS 8000548/17
WE, the Undersigned, HEREBY AGREE to become bound as Surety for
RON ROBINSON LIMITED
in a Performance Bond totalling ONE HUNDRED PERCENT (100%) ofthe Total Tender amount, and a Labour
and Material Payment Bond totalling ONE HUNDRED PERCENT (100%) ofthe Total Tender amount, and
conforming to the Instruments of Contract attached hereto, for the full and due performance of the works shown
or described herein, if the Tender for Contract No.CL2005-3 is accepted by the Authority.
IT IS A CONDITION of this Agreement that if the above mentioned Tender is accepted, application
for a Performance Bond and a Labour and Material Payment Bond must be made to the Undersigned within TEN
(10) DAYS of Notice of Contract Award, otherwise the Agreement shall be null and void.
DATED AT Toronto
this
day of March
2005
11th
The Guarantee Company of North America
Name of Bonding Company
Lisa Gierl
Signature of Authorized Person
Signing for Bonding Company
(BONDING COMPANY SEAL)
Attornev-in-fact
Position
(This Form shall be completed and attached to the Tender Submitted).
Page 13 of 14 pages
I
I SCHEDULE OF TENDER DATA CONTRACT NO. CL2005-3
The work specified in the Contract shall be performed in strict accordance with the following Schedule:
I A. TENDER FORM: General Pages 1 and 2
Itemized Bid Pages 3 to 12
I Agreement to Bond Page 13
Schedule of Tender Data Page 14
B. STANDARD TERMS AND CONDITIONS
I C. INSTRUCTIONS TO TENDERERS Pages I to 5
D. SPECIAL PROVISIONS - GENERAL Pages 1 to 16
E. SPECIAL PROVISIONS - TENDER ITEMS Pages I to 21
F. STANDARDS
I G. PLANS: Drawings No. 1- 20 and W-S-I to W-S-13.
H STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition of the following Ontario Provincial Standard Specifications and Region of Durham Standard
I Specifications revised March 2004.
OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date
I 127 Current 351 Sept. 1996 410 Amil 1999 571 Nov. 2001
128 Current 353 Seot. 1996 501 Feb. 1996 572 Nov. 2003
201 Nov. 2003 355 Seot. 1996 506 Nov. 2001 577 Feb. 1996
I 206 Nov. 2000 405 Feb. 1990 510 Aoril 2003
310 Nov. 2002 407 Nov. 2001 511 Nov. 2001
314 Dec. 1993 408 Nov. 2001 570 Aug. 1990
I H. GEOTECHNICAL INVESTIGATION (Borehole Logs)
1. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
I The Contractor, by this Tender, offers to complete the work ofthis Contract in strict accordance with the terms
contained herein.
I The bidder certifies that it has met all of its obligations to comply with the Provincial Retail Sales Tax
requirements, so that it is able to do business in Ontario.
I' Yes X No
By my/our signature hereunder, I/we hereby identify this as the Schedule of Tender Data, Plans ani:!
I Specifications, for Contract No. CL2005-3, executed by me/us bearing date the -.l.l.!!L day' Of. March 2005
and we have fully readaJJat~d docuIIlen~ t~tender data as listed above. t/~'t'.. /7
SIGNATURE: /; -~ POSITION ~~8'"//-]alr
I .
NAME OF FIRM RON ROBINSON LIMITED (COMPANY SEAL)
I Privacv Lel!islation
Federal legislation governs the collection and use of personal information from individuals. We represent and warrant to the owner that we
have obtained the CONSENT of any and all employees whose personal information we have supplied to the owner in this tender. This
I personal information, which includes, but is not limited to, the employees' names, education, work and project history, professional
designations and qualifications. This CONSENT permits the owner to disclose this personal information to the Engineer (owner or agent)
for the purpose of evaluating our bid. In the event that the tender is successful, this personal information may also be used in project
administration, for contact purposes.
I This is Page 14 of 14 Pages to be submitted as the Tender Submission for Contract No. CL2005-3.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2005-3
STANDARD TERMS AND CONDITIONS
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STANDARD TERMS AND CONDITIONS
The Municipality of Clarington's "Standard Terms and Conditions" shall apply to this Contract except
where noted below.
. Clause 8 of the "Standard Terms and conditions" shall be superceded by Clause 8, "Payments"
of the "Special Provisions - General" Section of the Contract.
. Clause 15 of the "Standard Terms and conditions" shall be superceded by Clause 2,
"Guaranteed Maintenance" of the "Special Provisions - General" Section of the Contract.
. Clause 16 of the "Standard Terms and Conditions" is not applicable to this Contract.
. Clause 23 of the "Standard Terms and Conditions" shall be superceded by Clause 6.03.02 of
the OPS General Conditions of Contract (September 1999) which requires a $5,000,000.00
liability coverage.
. Clause 26 of the "Standard Terms and Conditions" shall be superceded by Clause 20,
"Workplace Hazardous Materials Information System (WHMIS)".
PI'191200pee&l2OO3I2(}736...T&C.doc
STANDARD TERMS AND CONDITIONS
1. DEFINITIONS
Municipality - The Corporation of the Mnnicipality of Clarington, its successors and assigns.
Bidder - The person, firm or corporation submitting a bid to the Municipality.
Company - The person, contractor, firm or corporation to whom the Municipality has awarded the
contract, it successors and assigns.
Contract - The purchase order authorizing the company to perform the work, purchase order alterations,
the document and addenda, the bid, and surety.
Subcontractor - A person, firm or corporation having a contract with the company for, or any part of, the
work.
Document - The document(s) issued by the Municipality in response to which bids are invited to perform
the work in accordance with the specifications contained in the docmnent.
Bid - An offer by a Bidder in response to the document issued by the Municipality.
Work - All labour, materia1s, prodocts, articles, fixtores, services, supplies, and acts required to be done,
furnished or performed by the company, which are subject to the Contract.
2. SUBMISSION OF BID
Bid invitation shall be in accordance with the Municipality of Clarington Purchasing By-law #94-129 and
will apply for the calling, receiving, and opening of bids. The Municipality will be responsible for
evaluating bids, awarding and administering the contract in accordance with the Purchasing By-law.
The bid must be submitted on the forme s) and in the envelope supplied by the Municipality unless
otherwise provided herein. The envelope must not be covered by any outside wrappings, i.e. courier
envelopes or other coverings.
The bid must be signed by a designated signing officer of the Bidder.
If a joint bid is submitted, it must be signed on behalf of each of the Bidders.
The bid must be legible, written in ink, or typewritten. Any form of erasure, strikeout or over-writing
must be initialled by the Biddl7's authorized signing officer.
The bid must not be restricted by a covering letter, a statement added, or by alterations to the docmnent
unless otherwise provided herein.
Failure to return the docmnent or invitation may result in the removal of the Bidder from the
Municipality's bidder's list.
A bid received after the closing date and time will not be considl7ed and will be retomed, unopened.
Should a dispute arise from the terms and conditions of any part of the contract, regarding meaning,
intent or ambiguity, the decision of the Municipality shall be final.
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STANDARD TERMS AND CONDITIONS (continued)
3.
CONTRACT
The contract consists of the documents aforementioned.
The contract and portions thereof take precedence in the order in which they are narned above,
notwithstanding the chronological order in which they are issued or executed.
The intent of the contract is that the Company shall supply work which is fit and suitable for the
Municipality's intended use and complete for a particular purpose.
None of the conditions contained in the Bidder's standard or general conditions of sale shall be of any
effect unless explicitly agreed to by the Municipality and specifically referred to in the purchase order.
4.
CLARIFICATION OF THE DOCUMENT
Any clarification of the document required by the Bidder prior to submission of its bid shall be requested
through the Municipality's contact identified in the document. Any such clarification so given shall not in
any way alter the document and in no case shall oral arrangements be considered.
Every notice, advice or other communication pertaining thereto will be in the form of a written addendum.
No officer, agent or employee of the Municipality is authorized to alter orally any portion of the document.
5.
PROOF OF ABILITY
The bidder may be required to show, in terms of experience and facilities, evidence of its ability, as well as
that of any proposed subcontractor, to perform the work by the specified delivery date.
6.
DELIVERY
Unless otherwise stated, the work specified in the bid shalI be delivered or completely performed by the
Company as soon as possible and in any event within the period set out herein as the guaranteed period of
delivery or completion after receipt of a purchase order therefor.
A detailed delivery ticket or piece tally, showing the exact quantity of goods, materials, articles or
equipment, shall accompany each delivery thereof. Receiving by a foreperson, storekeeper or other such
receiver shall not bind the Municipality to accept the work covered thereby, or the particulars of the
delivery ticket or piece tally thereof.
Work shall be subject to further inspection and approval by the Municipality.
The Company shall be responsible for arranging the work so that completion shall be as specified in the
contract.
Time shall be of the essence of the contract.
STANDARD TERMS AND CONDITIONS (continued)
7.
PRlCING
Prices shall be in Canadian Funds, quoted separately for each item stipulated, F.O.B. destination.
Prices shall be firm for the duration of the contract.
Prices bid must include all incidental costs and the Company shall be deemed to be satisfied as to the full
requirements of the bid. No claims for extra work will be entertained and any additional work must be
authorized in writing prior to commencement. Should the Company require more information or
clarification on any point, it must be obtained prior to the submission of the bid.
Payment shall be full compensation fur all costs related to the work, including operating and overhead
costs to provide work to the satisfaction of the Municipality.
All prices quoted shall include applicable customs duty, excise tax, freight, insurance, and all other
charges of every kind attributable to the work. Goods and Services Tax and Provincial Sales Tax shall be
extra and not shown, unless otherwise specified herein.
If the Bidder intends to manufacture or fabricate any part of the work outside of Canada, it shall arrange
its shipping procedures so that its agent or representative in Canada is the importer of record for customs
purposes.
Should any additional tax, duty or any variation in any tax or duty be imposed by the Government of
Canada or the Province of Ontario become directly applicable to work specified in this document
subsequent to its submission by the Bidder and before the delivery of the work covered thereby pursuant to
a purchase order issued by the Municipality appropriate increase or decrease in the price of work shall be
made to compensate for such changes as of the effective date thereof.
8.
TERMS OF PAYMENT
Where required by the Construction lien Act appropriate monies may be held back until 60 days after the
completion of the work.
Payments made hereunder, including final payment shall not relieve the company from its obligations or
liabilities under the contract.
Acceptance by the company of the final payment shall constitute a waiver of claims by the company
against the Municipality, except those previously made in writing in accordance with the contract and still
unsettled.
The Municipality shall have the right to withhold from any sum otherwise payable to the company such
amount as may be sufficient to remedy any defect or deficiency in the work, pending correction of it.
Payment may be made 30 days after delivery pursuant to the Bidder submitting an invoice, contract
requirements being completed and work being deemed satisfactory.
9.
PATENTS AND COPYRIGHTS
The company shall, at its expense, defend all claims, actions or proceedings against the Municipality
based on any allegations that the work or any part of the work constitutes an infringement of any patent,
copyright or other proprietary right, and shall pay to the Municipality all costs, damages, charges and
expenses, including its lawyers' fees on a solicitor and his own client basis occasioned to the Municipality
by reason thereof.
The company shall pay all royalties and patent license fees reqnired for the work.
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9.
10.
STANDARD TERMS AND CONDITIONS (continued)
PATENTS AND COPYRlGHfS- cont'd
If the work or any part thereof is in any action or proceeding held to constitute an infringement, the
company shall forthwith either secure for the Municipality the right to continue using the work or shall at
the company's expense, replace the infringing work with non-infringing work or modifY it so that the
work no longer infringes.
ALTERNATES
Any opinion with regard to the use of a proposed alternate determined by the Municipality shall be final.
Any bid proposing an alternate will not be considered unless otherwise specified herein.
11.
EOUIV ALENCY
Any opinion determined by the Municipality with respect to equivalency shall be final.
12.
ASSIGNMENT AND SUBCONTRACTING
The company shall not assign or subcontract the contract or any portion thereof without the prior written
consent of the Municipality.
13.
FINANCING INFORMATION REOUIRED OF THE COMPANY
The Municipality is entitled to request of the Company to furnish reasonable evidence that financial
arrangements have been made to fulfill the Municipality's obligations under the Contract.
14.
LAWS AND REGULATIONS
The company shall comply with relevant Federal, Provincial and Municipal statutes, regulations and by-
laws pertaining to the work and its performance. The company shall be responsible for ensuring similar
compliance by suppliers and subcontractors.
The contract shall be governed by and interpreted in accordance with the laws of the Province of Ontario.
15.
CORRECTION OF DEFECTS
If at any time prior to one year after the actual delivery date or completion of the work (or specified
warranty/goarantee period iflonger than one year) any part of the work becomes defective or is deficient
or fails due to defect in design, material or workmanship, or otherwise fails to meet the requirements of
the contract, the company, upon request, shall make good every such defect, deficiency or failure without
cost to the Municipality. The company shall pay all transportation costs for work both ways between the
company's factory or repair depot and the point ofuse.
STANDARD TERMS AND CONDITIONS (continued)
16.
BID ACCEPTANCE
The Municipality reserves the right to award by item, or part thereof, groups of items, or parts thereof, or
all items of the bids and to award contracts to one or more bidders submitting identical bids as to price; to
accept or reject any bids in whole or in part; to waive irregularities and omissions, if in so doing, the best
interests of the Municipality will be served. No liability shall accrue to the Municipality for its decision in
this regard.
Bids shall be irrevocable for 90 days after the official closing time.
The placing in the mail or delivery to the Bidder's shown address given in the bid of a notice of award to a
bidder by the Municipality shall constitute notice of acceptance of contract by the Municipality to the
extent described in the notice of award
17.
DEFAULT BY COMPANY
a. If the company: commits any act of bankruptcy; or if a receiver is appointed on account of its
insolvency or in respect of any of its property; or if the company makes a general assignment for
the benefit of its creditors; then, in any such case, the Municipality may, without notice:
terminate the contract.
b. If the company: fails to comply with any request, instruction or order of the Municipality; or fails
to pay its accounts; or fails to comply with or persistently disregard statutes, regulations, by-laws
or directives of relevant authorities relating to the work; or faiIs to prosecute the work with skill
and diligence; or assigns or sublets the contract or any portion thereof without the Municipality's
prior written consent; or refuses to correct defective work; or is otherwise in default in carrying
out its part of any of the terms, conditions and obligations of the contract, then, in any such case,
the Municipality may, upon expiration often days from the date of written notice to the company,
terminate the contract.
c. Any termination of the contract by the Municipality, as afuresaid, shall be without prejudice to
any other rights or remedies the Municipality may have and without incurring any liability
whatsoever in respect thereto.
d. If the Municipality terminates the contract, it is entitled to:
i) take possession of all work in progress, materials and construction equipment then at the
project site (at no additional charge for the retention or use of the construction
equipment), and finish the work by whatever means the Municipality may deem
appropriate under the circumstances;
ii) withhold any further payments to the company until the completion of the work and the
expiry of all obligations under the Correction of Defects section;
iii) recover from the company loss, damage and expense incurred by the Municipality by
reason of the company's defanlt (which may be deducted from any monies due or
becoming due to the company, any balance to be paid by the company to the
Municipality).
18.
CONTRACT CANCELLATION
The Municipality shall have the right, which may be exercised from time to time, to cancel any
uncompleted or unperformed portion of the work or part thereof. In the event of such cancellation, the
Municipality and the Company may negotiate a settlement. The Municipality shall not be liable to the
Company for loss of anticipated profit on the cancelled portion or portions of the work.
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19.
20.
21.
22.
STANDARD TERMS AND CONDITIONS (continued)
OUANTITIES
Unless otherwise specified herein, quantities are shown as approximate, are not guaranteed to be accurate,
are furnished without any liability on behalf of the Municipality and shall be used as a basis for
comparison only.
Payment will be by the unit complete at the bid price on actual quantities deemed acceptable by the
Municipality.
SAMPLES
Upon request, samples must be submitted strictly in accordance with instructions. If samples are
requested subsequent to opening of bids, they shall be delivered within three (3) working days fullowing
such request, unless additional time is granted. Samples must be submitted free of charge and will be
returned at the bidder's expense, upon request, provided they have not been destroyed by tests, or are not
required for comparison purposes.
The acceptance of samples by the Municipality shall be at its sole discretion and any such acceptance shall
in no way be construed to imply relief of the company from its obligations under the contract.
Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where
applicable.
SURETY
The successful tenderer shall, if the Municipality in its absolute discretion so desires, be required to satisry
surety requirements by providing a deposit in the form of a certified cheque, bank draft or money order or
other furm of surety, in an amount determined by the Municipality. This surety may be held by the
Municipality until 60 days after the day on which all work covered by the contract has been completed and
accepted. The surety may be returned before the 60 days have elapsed providing satisfactory evidence is
provided that all liabilities incurred by the company in carrying out the work have expired or have been
satisfied and that a Certificate of Clearance from the (WSlB) Workplace Safety and Insurance Board
Board has been received.
The company shall, if the Municipality in its absolute discretion so desires, be required to satisry fidelity
bonding requirements by providing such bonding in an amount and form determined by the Municipality.
Failure to furnish required surety within two weeks from date of request thereof by the Municipality shall
make the award of the Contract by the Municipality subject to withdrawal.
WORKPLACE SAFETY AND INSURANCE BOARD
All of the Company's personnel must be covered by the insurance plan nnder the Workplace Safety and
Insurance Act, 1997. Upon request by the Municipality, an original Letter of Good Standing for the
Workplace Safety and Insurance Board shall be provided prior to the commencement of Work indicating
all payments by the Company to the Board have been made. Prior to final payment, a Certificate of
Clearance must be issued indicating all payments by the Company to the Board in conjunction with the
subject Contract have been made and that the Municipality will not be liable to the Board for future
payments in connection with the Company's fulfihnent of the contract. Further Certificates of Clearance
or other types of certificates shall be provided upon request.
STANDARD TERMS AND CONDITIONS (continued)
23.
INSURANCE
The company shall maintain and pay for Comprehensive General Liability insurance including premises
and all operations. This insurance coverage shall be subject to limits of not less than $3,000,000.00
inclusive per occurrence for third party Bodily Injury and Property Damage or such other coverage or
amount as may be requested.
The policy shall include the Municipality as an additional insured in respect of all operations performed
by or on behalf of the Company. A certified copy of such policy or certificate shall be provided to the
respective participant prior to commencement of the work. Further certified copies shall be provided upon
request
24.
LIABILITY
The company agrees to defend, fully indenmuy and save harmless the Municipality from all actions, suits,
claims, demands, losses, costs, charges and expenses whatsoever for all damage or injury including death
to any person and all damage to any property which may arise directly or indirectly by reason of a
requirement of the contract, save and except for damage caused by the negligence of the Municipality or
its employees.
The Company agrees to defend, fully indenmuy and save harmless the Municipality from any and all
charges, fines, penalties and costs that may be incurred or paid by the Municipality if the Municipality or
any of its employees shall be made a party to any charge under the Occupational Health and Safety Act in
relation to any violation of the Act arising out of this contract.
25.
VISITING THE SITE
The Company shall carefully examine the site and existing building and services affecting the proper
execution of the work, and obtain a clear and comprehensive knowledge of the existing conditions. No
claim fur extra payment will be allowed for work or difficulties encountered due to conditions of the site
which were viSlole or reasonably inferable, prior to the date of submission of Tenders. Bidders shall
accept sole responsibility for any error or neglect on their part in this respect.
26.
SAFETY
The Company shaIl obey all Federal, Provincial and Municipal Laws, Act, Ordinances, Regulations,
Orders-in-Council and By-laws, which could in any way pertain to the work outlined in the Contract or to
the Employees of the Company. Without limiting the generality of the furegoing, the Company shall
satisfy all statutory requirements imposed by the Occupational Health and Safety Act and Regulations
made thereunder, on a contractor, a Constructor andlor Employer with respect to or arising out of the
performance of the Company's obligations under this Contract.
The Company shall be aware of and confurm to all governing regulations including those established by
the Municipality relating to employee health and safety. The Company shall keep employees and
subcontractors informed of such regulations.
The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied
Hazardous Materials.
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29.
30.
31.
STANDARD TERMS AND CONDITIONS (continued)
27.
UNPAID ACCOUNTS
The company shall indemnifY the Municipality from all claims arising out of unpaid accounts relatiug to
the work. The Municipality shall have the right at any time to require satisfactory evidence that the work
in respect of which any payment has been made or is to be made by the Municipality is free and clear of
liens, attachments, claims, demands, charges or other encumbrances.
28.
SUSPENSION OF WORK
The Municipality may, without invalidating the contract, suspend performance by the company from time
to time of any part or all of the work for such reasonable period of time as the Municipality may
determine.
The resumption and completion of work after the suspension shall be governed by the schedule established
by the Municipality.
CHANGES IN THE WORK
The Municipality may, without invalidating the contract, direct the Company to make changes to the
work. When a change causes an increase or decrease in the work, the contract price shall be increased or
decreased by the application of unit prices to the quantum of such increase or decrease, or in the absence
of applicable unit prices, by an amount to be agreed upon between the Municipality and the Company.
All such changes shall be in writing and approved by the Municipality.
CONFLICT OF INTEREST
No employee or member of Council of the Municipality shall sell goods or services to the Municipality in
accordance with the Municipality of Oarington Policy or have a direct or indirect interest in a Company
or own a Company which sells goods or services to the Municipality.
MUN1CIPALFREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT (MFIPPA)
AIl correspondence, documentation, and information provided to staff of the Municipality of Clarington
by every offerer, including the submission of proposals, shall become the property of the Municipality, and
as such, is subject to the Municipal Freedom of Information and Protection of Privacy Act, and may be
subject to release pursuant to the Act.
Offerers are reminded to identifY in their proposal material any specific scientific, technical, commercial,
proprietary, or similar confidential information, the disclosure of which could cause them injury.
Complete proposals are not to be identified as confidential.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL200S-3
INSTRUCTIONS TO TENDERERS
PI2912lYSpec112OO512:07lS-rr.cIoc
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INDEX
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL200S-3
CLAUSE
SUBJECT
PAGE
1. GENERAL .................................................................................................................................................... 1
2. BLANK FORM OF TENDER....................................................................................................................... 1
3. TENDER DEPOSITS ........................................................................................................... ..... .................... 1
4. BONDS ........................................................................................................... .............................................. 2
5. RlGHT TO ACCEPT OR REJECT TENDERS ............................................................................................. 2
6. UNACCEPTABLE TENDERS ...................................................................................................................... 2
7. ABlLITY AND EXPERIENCE OF TENDERER .......................................................................................... 2
8. PROVlNClAL SALES TAX..........................................................................................................................2
9. GOODS AND SERVICES TAX (GST) ........................................................................................................ 3
10. EXECUTE CONTRACT DOCUMENTS ...................................................................................................... 3
11. COMMENCEMENT OF WORK ..................................................................................................................3
12. LOCATION................................................................................................................................................... 3
13. SOlLS lNFORMATION AND CROSS-SBCTIONS......................................................................................3
14. TENDERERS TO INVBSTIGATE................................................................................................................4
15. lNQUlRIBS DURlNG TENDERlNG ............................................................................................................ 4
16. AWARD OF THE CONTRACT....................................................................................................................4
17. DEFlNITION OF OWNER/AUTHORITY AND ENGlNBER/CONTRACTADMlNISTRATOR.................. 4
18. ADDENDA ...................................................................................................................................................4
19. UTlLITIES ........................................................................................................................................ ............ 5
20. BORROW MATERlAL FROM ABANDONED RAIL BED ......................................................................... 5
21. COMPLETION OF WORKS......................................................................................................................... 5
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PAGE ONE
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2005-3
1.
GENERAL
SEALED Tenders plainly marked "Contract No. CL2005-3 " will be received until:
2:00 P.M., LOCAL TIME, FRIDAY, MARCH 11,2005
and shall be addressed to:
Ms. Patti Barlie, Clerk
Corporation of the Municipality of Clalington
40 Temperance Street
Bowmanville, Ontario
LlC 3A6
2.
BLANK FORM OF TENDER
One copy of the Tender, on the forms provided, shall be submitted. All information requested shall
be shown in the tender, in the space provided
3.
TENDER DEPOSITS
All tenders shall be accompanied by a certified cheque or a bid bond in the rnininnun amount
defined below, made payable to the Authority, as a guarantee for the execution of the Contract.
llll!lllIl!llllilllllljllllllllllllll!lll'.I;111111
$ 20,000. 00 or less $ I ,000. 00
20, 000. 0 1 to 5 0, 000. 00 2, 000. 00
5 0, 000.0 1 to 1 00,000. 00 5 , 000. 00
1 00,000. 0 1 to 250,000. 00 I 0,000. 00
250 ,000 .0 1 to 500,000 .00 25 ,000. 00
5 00, 000. 0 1 to 1 ,000,000. 00 5 0, 000. 00
1 , 000,000. 0 1 to 2,000, 000. 00 1 00, 000.00
2,000,000. 0 1 and over 200, 000.00
All deposits will be returned within ten days after the Tenders have been opened except those
which the Authority elects to retain until the successful tenderer has executed the Contract
Docwnents.
The retained tender deposits will be returned when the successful Tenderer has fully complied with
the conditions outlined in the Contract Docwnents.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2005-3
2.
4. BONDS
The Contractor is required to provide a Perfonnance Bond, and a Labour and Material Payment
Bond, each in an amount equal to 100 percent of the Total Tender Amount, to guarantee his
faithful perfonnance of this Contract and his fulfillment of all obligations in respect of maintenance
and payment for labour and materials used on this work.
Each Bond shall be with a satisfactory Guarantee Surety Company, resident in Canada or
authorized to carry on business in Canada.
An Agreement to Bond must be submitted with the tender bid. Bonding company standard
"Agreement to Bond" forms are acceptable.
5. RIGHT TO ACCEPT OR REJECT TENDERS
The Authority reserves the right to reject any or all tenders or to accept any tender should it be
deemed to be in its best interest to do so.
Tenders which are incomplete, conditional or obscure, or which contain additions not called for,
erasures, alterations, or irregularities of any kind, may be rejected as informal
Tenders will not be accepted uuless submitted in the envelopes provided.
6. UNACCEPTABLE TENDERS
Each item in the Tender Form shall include a reasonable price for such item Under no
circwnstances will an unbalanced tender be considered. The Authority and the Contract
Administrator will be the sole judge of such matters, and should any tender be considered to be
unbalanced, then it will be rejected by the Authority.
7. ABILITY AND EXPERIENCE OF TENDERER
The Authority reserves the right to reject any tender where satisfactory evidence of sufficient
capital, plant and experience to successfully prosecute and complete the work in the specified time,
is not furnished by the Tenderer.
8. PROVINCIAL SALES TAX
Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this
Contract.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2005-3
3.
9. GOODS AND SERVICES TAX (GST)
The Tenderer shall NOT include any amount in his tender unit prices for the Goods and Services
Tax. The GST will be shown on each payment certificate and will be paid to the Contractor in
addition to the amount certified for payment and will therefore not affect the Contract unit prices.
10. EXECUTE CONTRACT DOCUMENTS
Tenders shall be open for acceptance for a period of 30 days after the closing date. After this time
the tender may oulybe accepted with the consent of the successful Tenderer.
The successful Tenderer shall execute the Contract Documents and fimrish the required bonds
within 10 calendar days of receipt of notification of Acceptance of Tender.
Failure by the successful Tenderer to meet the above requirements will entitle the Authority to
cancel the award of the Contract and to retain the tender deposit as compensation for damages
sustained due to the successful Tenderer's default. The Authority may then award the Contract to
one of the other Tenderers or take such other action as it chooses.
11. COMMENCEMENT OF WORK
The successful Tenderer shall connnence work at the site within 7 calendar days of the official
commencement date as specified in the written order issued in accordance with GC7. 0 1.02 of the
General Conditions.
12. LOCATION
The work is located on Hunt Street from Baseline Road to Albert Street, on Albert Street from
Hunt Street to Duke Street, at the south end of Duke Street and from Baseline Road to Kings
Highway No. 401 (sanitary sewer outfall), Bowmanville, Municipality of Clarington.
13. SOILS INFORMATION AND CROSS-SECTIONS
A geotechnical investigation has been undertaken on behalf of the Authority. The results provided
are for information only and are not guaranteed by the Authority. A copy of the Geotechnical
Report is included with the Tender Documents as listed in the "Schedule of Tender Data".
Design cross-sections may also be viewed for information purposes at TSH Cobourg.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2005-3
4.
14. TENDERERS TO INVESTIGATE
Tenderers must satisry themselves by personal examination of the site and by such other means as
they may prefer as to the actual conditions and requirements of the work.
The Tenderer shall carefully examine all plans and profiles so that the unit prices tendered are
commensurate with the nature of the work.
It shall be the Contractor's responsibility to thoroughly inspect the site of the proposed works,
determine the location of any buried or obstructing services and make satisfactory arrangements
for interference with such service with the proper jurisdictional agency.
15. INQUIRIES DURING TENDERING
The Tenderer is advised that inquiries regarding the interpretation of the plans or specifications,
shall be directed to the Contract Administrator, TSH, Telephone: 905-372-2121, attention: Will
McCrae, P. Eng. or Roy Kerq:>ton, P. Eng.
16. AWARD OF THE CONTRACT
The award of this Contract is subject to the approval of the Regional Municipality of Durham and
the Ministry of the Environment.
17. DEFINITION OF OWNER/AUTHORITY AND
ENGINEER/CONTRACTADMINISTRATOR
Wherever the word "Owner" or "Authority" or "Corporation" appears in this Contract, it shall be
interpreted as meaning the Corporation of the Municipality of Clarington
Wherever the word "Ministry", "M.T.C." or "M.T.O" appears it shall be deemed to mean the
"Ministry of Transportation, Ontario" or the "Corporation of the Municipality of Clarington".
Wherever the word "Contract Administrator" or "Engineer" appears in this Contract it shall be
deemed to mean the Consultants, Totten Sims Hubicki Associates, or such other officers, as may
be authorized by the Authority to act in any particular capacity.
18. ADDENDA
. The Contractor shall ensure. that all addenda issued during the tendering period are attached as part
of the submitted bid. Failure to do so will result in disqualification of the bid.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2005-3
5.
19. UTILITIES
Plans illustrating proposals for the relocation of utilities are available for inspection at the office
of the Contract Administrator.
For additional information regarding existing utilities the Contractor may contact the following
personnel:
Ms. Kimberly McLellan
Bell Canada
Mr. Sam Pazuki
Enbridge Consumers Gas
Tel: 905-433-3061
Tel: 1-888-899-9894
Ms. Cindy Ward
Roger Cable T.V. Ltd.
Mr. Terence Butler, CET
Veridian Connections
Tel: 905-436-4138
Tel: 1-888-445-2881
Ext. 4308
20. BORROW MATERIAL FROM ABANDONED RAIL BED
Where suitable material is not available on site for trench backfill and other purposes, borrow
material shall be provided from the abandoned rail bed south of Baseline Road.
Removal of this material shall commence west of the bridge and proceed easterly as volumes
dictate.
The Contractor shall be responsible for removal of brush and scrub from the embankment,
stripping and stockpiling topsoil, spreading topsoil on completion of excavation and seeding the
disturbed area.
Trucks must use the bridge to haul material to Hunt Street to minimize deposition of debris on
Baseline Road.
The unit prices in the tender shall reflect, where appropriate, the cost of maintaining Baseline
Road in a clean condition, flagmen and signing for traffic control and provision of temporary
access road to the borrow site as needed.
21. COMPLETION OF WORKS
The Contract must be completed by Friday, November 18, 2005.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2005-3
SPECIAL PROVISIONS - GENERAL
Pf2912Mlpeea12OOS/207l1.sPO .doc
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INDEX
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2005-3
CLAUSE
SUBJECT
PAGE
1. PLAN QUANTITY ITEMS .............................................................................................................1
2. GUARANTEED MAlNTENANCE .................................................................................................1
3. CONTRACT TIME AND LIQUIDATED DAMAGES .................................................................... 1
4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE ............................................................... 2
5. OPS GENERAL CONDITIONS ......................................................................................................2
6. LAyOUT.........................................................................................................................................2
7. RESTRICTIONS ON OPEN BURNING ......................................................................................... 3
8. PAYMENTS ................................................................................................................................... 3
9. UTILITIES ..................................................................................................................:................... 4
10. HAUL ROADS................................................................................................................................ 4
11. DUST CONTROL ...........................................................................................................................4
12. TRAFFIC CONTROL, FLAGGING................................................................................................5
13. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS ...........................................................5
14. CONSTRUCTION PHASING................................................................................ ......................... 5
15. MAlNTENANCE OF TRAFFIC .....................................................................................................6
16. EMERGENCY AND MAlNTENANCE MEASURES..................................................................... 7
17. ENGINEERING FIELD OFFICE ....................................................................................................8
18. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL...................................................... 9
19. OCCUPATIONAL HEALTH AND SAFETY ACT 1991-DESIGNATED SUBSTANCES 9
20. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS)..................... 11
21. SPILLS REPORTING ........................................................................ ........................................... 11
22. PROTECTION OF WATER QUALITY........................................................................................11
23. TRAFFIC AND STREET SIGNS..................................................................................................12
24. GARBAGE COLLECTION...........................................................................................................12
25. ASPHALT MIX DESIGNS ...........................................................................................................12
26. AMENDMENT TO OPSS 1820; CONCRETE PIPE..................................................................... 12
27. DELIVERY OF TEST SAMPLES.................................................................................................13
28. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED SPACES13
29. CONFINED SPACE ENTRy........................................................................................................14
30. ENTRY ONTO PRNATE PROPERTY........................................................................................14
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INDEX - SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL200S-3
(ii)
CLAUSE
SUBJECT
PAGE
31. STORAGE AREAS
14
32. GENERAL LIABILITY INSURANCE
33. CONSTRUCTION LIEN ACT
15
15
34. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE
CONTRACTOR............................................................................................................................16
SCHEDULE(C)-CONTRACTORSAFETY
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PAGE ONE
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-3
1. PLAN QUANTITY ITEMS
Measurement for payment ofthe items designated (P) in the itemized bid is by plan quantity, as may
be revised by adjusted plan quantity.
2. GUARANTEED MAINTENANCE
Section GC7.15.02 of the General Conditions is revised in that the Contractor shall guarantee and
maintain the entire work called for under this Contract for a period of twenty-four (24) months.
The Contractor shall make good in a permanent manner, satisfactory to the Authority, any and all
defects or deficiencies in the work, both during the construction and during the period of
maintenance as aforesaid. The Contractor shall commence repairs on any work identified as
defective under this clause within 48 hours of receipt of notice from the Authority or the Contract
Administrator.
The decision of the Authority and the Contract Administrator shall be final as to the necessity for
repairs or for any work to be done under this Section.
3. CONTRACT TIME AND LIQUIDATED DAMAGES
(1) Time
Time shall be the essence of this contract.
For purposes of this Contract, GC1.04 of the General Conditions is revised, in that Contract
Time means the time stipulated herein for Completion of the Work as defined in Clause
GC1.06.
(2) Progress of the Work and Contract Time
The charging of working days shall commence on Monday, April 18, 2005 and the Contractor
shall diligently prosecute the work on this contract to completion on or before the expiration of
120 working days from the date of commencement.
If the contract time above specified is not sufficient to permit completion of the work by the
Contractor working a normal number of hours each day or week on a single daylight shift basis,
it is expected that additional and/or augmented daylight shifts will be required throughout the
life of the contract to the extent deemed necessary by the Contractor to insure that the work will
be completed within the contract time specified. Any additional costs occasioned by
compliance with these provisions will be considered to be included in the prices bid for the
various items of work and no 'additional compensation will be allowed therefore.
Working days shall be charged until the date of completion of the work as set out in the
Certificate of Completion issued in accordance with GC8.02.03.06.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-3
(3) Working Day
Working Day as defined in GC1.04 is modified by the addition of the following WIder Paragraph
(a):
Except any day from inclusive, even though the Contractor may elect
to carry out any approved work as called for WIder 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 WIder the contract is
not completed within the number of working days as set forth in the special provisions or as
extended in accordaoce with Section GC3.07 of the General Conditions, a loss or damage will be
sustained by the Authority. Since it is and will be impracticable and extremely difficult to
ascertain and determine the actual loss or damage which the Authority will suffer in the event of
and by reason of such delay, the parties hereto agree that the Contractor will pay to the
Authority the sum of one thousand dollars ($1,000.00) as liquidated damages for each and
every calendar day's delay in achieving cmq:>letion of the work in excess of the number of
working days prescnbed It is agreed that this amount is an estimate of the actua1loss or damage
to the Authority which will accrue during the period in excess of the prescribed number of
working days.
The Authority may deduct any amount under this paragraph from any moneys that may be due or
payable to the Contractor on any account whatsoever. The liquidated damages payable under
this paragraph are in addition to and without prejudice to any other remedy, action or other
alternative that may be available to the Authority.
4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE
Authorized representative as referenced in GC7. 01. 09 is defined as an employee of the Contractor.
5. OPS GENERAL CONDITIONS
Wherever in this Contract reference is made to the General Conditions, it shall be interpreted as
meaning the OPS General Conditions of Contract, September 1999.
6. LAYOUT
Section GC7.02, Layout, is hereby revised by the deletion of Parts 03), 04), 05), and 06), and by the
addition of the following:
2.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-3
3.
The Contract Administrator shall lay out and establish the primary alignment and grade controls
necessary for construction. The Contractor shall provide the Contract Administrator with sufficient
advance notice of his requirements to permit appropriate scheduling of the layout work.
The layout performed by the Contract Administrator shall be sufficient to permit construction 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 nonna1 tools of the trade,
as necessary for the transfer or setting of the secondary lines and grades from the primary controls
provided. Tools of the trade are interpreted to include but not necessarily be limited to hand and line
levels, boning rods, tape measures, lasers, etc.
7. RESTRICTIONS ON OPEN BURNING
Open fires will not be permitted within the limits of this Contract Brush and debris may as an
alternative to burning, be disposed of outside the Contract Limits and in compliance with the
requirements specified elsewhere for Management and Disposal of Excess Material.
8. PAYMENTS
Except as herein provided, payments under this Contract will be made in accordance with Section
GC8.02.03 of the General Conditions.
Notwithstanding the provisions of the General Conditions respecting certification and payment, the
Authority may withhold 2-112 percent of the total value of work performed beyond the expiration of
46 days from the date of publication of the Certificate of Substantial Performance, to enable the
Contract Administrator to produce the final detailed statement of the value of all work done and
material furnished under the Contract. As a condition of holdback reduction from 10% to 2-112%,
the Contractor shall supply a Statutory Declaration as defined in GC8.02.03.07 03)(b) and advertise
the Certificate of Substantial Performance per GC8.02.03.04(03).
The Completion Payment Certificate to include statutory holdback release, will be issued within 120
days after the date for completion as specified under GCl.06. The date for interest due to late
payment shall connnence following 180 days after the date of completion of the work.
As a condition of the final holdback payment, the Contractor shall provide the required Property
Owner's Releases as specified elsewhere, as appropriate.
The Contractor shall include in his price for the publication of the Certificate of Substantial
Performance. publication is mandatory whether Contractor requests Substantial Performance or not.
The Contractor is advised that the Authority may withhold payment on Interim and Holdback Release
Certificates up to 30 calendar days from the date of receipt of the executed Payment Certificates.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-3
4.
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9. UTILITIES
Sections GC2.0l and GC7.l2 02) of the General Conditions are deleted in their entirety and are
replaced by the following:
The Contractor shall be responsible for the protection of all utilities at the job site during the time of
construction.
The Authority will be responsible for the relocation of utilities where required However, no claims
will be considered which are based on delays or inconvenience resulting from the relocation not being
cotqlleted before the start of this Contract.
The location and depth of underground utilities shown on the Contract drawings, are based on the
investigations made by the Authority. It is, however, the Contractor's responsibility to contact the
appropriate agencies for further information in regard to the exact location of all utilities, to exercise
the necessary care in construction operations and to take such other precautions as are necessary to
safeguard the utIlities from damage.
10. HAUL ROADS
When so required by the Contract Administrator, payment for maintenance and restoration of haul
roads will be made for the materials provided and the work performed as specified, at tender prices,
or at negotiated prices.
11. DUST CONTROL
As a part of the work required under Section GC7.06 of the General Conditions, the Contractor shall
take such steps as may be required to prevent dust nuisance resulting from his operations either
within the right-of-way or elsewhere or by public traffic where it is the Contractor's responsibility to
maintain a roadway through the work.
Where the work requires the sawing of asphalt or the sawing or grinding of concrete, blades and
grinders of the wet type shall be used together with sufficient water to prevent the incidence of dust,
wherever dust would affect traffic or wherever dust would be a nuisance to residents of the area
where the work is being carried out.
The cost of all such preventative measures shall be borne by the Contractor except however where
water or calcium chloride is used to reduce the dust caused by traffic on a roadway which it is the
Contractor's responsibility to maintain for public traffic, the cost of such quantities of water and
calcium chloride as are authorized by the Contract Administrator to restrict dust to acceptable levels,
shall be paid for by the Authority at the contract prices for Application of Water or Application of
Calcium Chloride.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-3
5.
12. TRAFFIC CONTROL, FLAGGING
Flagging for traffic control on this Contract shall be in conformance with the procedure outlined in
OTM Book 7 (Ontario Traffic Manual).
Each flagman shall, while controlling traffic, wear the following:
(i) an approved fluorescent blaze orange or fluorescent red safety vest, and
(ii) an approved fluorescent blaze orange or fluorescent red armband on each arm, and
(iii) an approved fluorescent blaze orange or fluorescent red hat.
13. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS
In accordance with Section GC7.06 of the General Conditions, the Contractor is responsible for the
supply, erection, maintenance and subsequent removal of all temporary traffic controls, including
signs, lights, barricades, delineators, cones, etc., required on the work.
Traffic controls shall be provided in general accordance with the latest edition of the "OTM
Book 7". As a minimum requirement and without restricting the Contract Administrator or the
Authority in requiring further controls, the following signs shall be supplied:
Sign Number Sign Message Number Required
TC-I CONSTRUCTION 10
TC-3L LANE CLOSED AHEAD 2
TC-3R LANE CLOSED AHEAD 2
TC-3tL LEFT LANE CLOSED 2
TC-3tR RIGHTLANE CLOSED 2
TC-7, TC-7t, TC-8t ROAD CLOSED, LOCAL TRAFFIC ONLY 2
TC-4IA CONSTRUCTION ZONE BEGINS 6
TC-4IB CONSTRUCTION ZONE ENDS 6
Traffic controls shall be operational before work affecting traffic begins.
14. CONSTRUCTION PHASING
This Contract is divided into three Phases. This phasing is designed to limit disruption to traffic
movement. Timing on phasing commencement (after Phase I) may be adjusted but deviation from
the phasing will be permitted only with the written permission of the Contract Administrator.
Phase I: Sanitary sewer outlet at Maintenance Hole 5-16 to end of radius on Hunt Street at Ann
Street (Sta. 1+25(}.!o).
Phase 2: North limits of Phase I to end of radius on Hunt Street at Nelson Street (Sta. 1+515,,).
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL200S-3
6.
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Phase 3: End of radius on Hunt Street at Nelson Street to intersection of Albert Street and Duke
Street.
Phase I:
. Construct underground services and complete roadway to 75 mm of Granular 'A'.
. Excavation for roadway and placing of granulars shaH foHow close behind instaHation of services.
. InstaHation of curb and gutter, sidewalk, placing of base course asphalt and finishing works shaH
commence in Phase I with the start of works in Phase 2 and proceed simultaneously.
Phase 2:
. Work in Phase 2 shaH only commence when road excavation and placing of granulars is within 20
metres of Phase I limits.
. Installation of curb and gutter, sidewalk, placing of base course asphalt and finishing works shaH
COmmence in Phase 2 with the start of works in Phase 3 and proceed simultaneously.
Phase 3:
. Work in Phase 3 shaH only commence when road excavation and placing of granulars is within 20
metres of Phase 2 limits.
. Work in Phase 3 shaH proceed to completion by the completion date of Friday, November 18,
2005.
Within each phase work on side streets shaH be completed foHowing construction of Hunt Street to 75
mm of Granular 'A'. No work shall commence on side streets until Hunt Street is constructed to 75
mm of Granular 'A'.
Construction of top works on Hunt Street in each phase shall commence when a subsequent Phase is
underway and shall proceed continuously to completion. No surface asphalt shall be placed under
this Contract.
Work on Duke Street may commence when Phase I works are completed to base course asphalt.
15. MAINTENANCE OF TRAFFIC
Hunt Street shall be closed to through traffic within each phase with the condition that intersections
remain open to traffic. As work in subsequent phases progresses, the roadway shall be re-opened to
vehicular traffic in a phase which has been completed to Granular' A' grade.
Traffic flow on Baseline Road may be reduced to one lane during construction ofthe sanitary sewer
crossing. The timing of such closure shall be agreed with the Municipality.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-3
7.
Duke Street shall be closed to through traffic. Work on Duke Street shall not commence until Phase 1
is constructed to level of base course asphalt.
Although there are no sidewalks within the contract limits except for Duke Street and Ann Street,
pedestrian access shall be maintained throughout the works by the use of temporary granular or
asphalt walkways. The use of protective barriers, sidewalk diversion or other controls shall be
utilized to ensure pedestrian safety.
Conditions of vehicular access on side streets will be reviewed with the Contractor during operations
but it is the intent of the Contract that access be available only to local vehicular and pedestrian traffic
during construction.
It is the intention of the Contract that every reasonable effort shall be made to provide vehicular
access to homes and other properties within the limits of each phase at the end of each working day.
It is understood that implementation of traffic controls will require ongoing review and adjustment to
suit construction operations.
No deviation from the above procedure will be allowed except with the approval of the Engineer.
Notwithstanding the preceding, the Contractor shall at all times maintain the roadway surface within
the contract limits in a condition satisfactory to the Engineer and such that any emergency vehicles
may have immediate access to any building located within the limits of this Contract. The Contractor
shall be responsible for all signing at the contract limits and within the contract limits. The
Contractor shall ensure the signing is properly maintained while in use. It shall be the Contractor's
responsibility to directly notify Police, Fire, Hospital and Ambulance services of road closures at least
24 hours in advance of such closures and to notify these same authorities when such closures are no
longer in effect.
It is the Contractor's responsibility to advertise all road closures in local newspapers a minimum of
one week in advance of such closure. The newspaper advertisement shall indicate the date of closing
of the roadway and the length of time for which the road will be closed. This advertising is in
addition to the notification required for Police, Fire, Hospital and Ambulance as indicated above.
The Contractor shall be responsible for all detour signing outside the contract limits.
16. EMERGENCY AND MAINTENANCE MEASURES
Whenever the construction site is unattended by the general superintendent, the name, address and
telephone number of a responsible official of the contracting firm, shall be given to the Contract
Administrator. This official shall be available at all times and have the necessary authority to
mobilize workmen and machinery and to take any action as directed by the Contract Administrator
in case emergency or maintenance measures are required regardless whether the emergency or
requirement for maintenance was caused by the Contractor's negligence, act of God, or any cause
whatsoever.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL200S-3
8.
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Should the Contractor be unable to carry out immediate remedial measures required, the Authority
will carry out the necessary repairs, the costs for which shall be charged to the Contractor.
17. ENGINEERING FIELD OFFICE
The Contractor, shall, at no additional expense to the Authority, supply an office for the exclusive
use of the Contract Administrator. This office shall be located as directed by the Engineer, but in no
case shall be more than one kilometre from the Contract limit.
The Contract Administrator's office shall have a minimum of 17 m' of floor area, with a clear
ceiling height of not less than 2.3 m, weatherproof, insulated walls and roof and a tight wooden
floor raised at least 0.3 m clear of the ground. The office shall be fitted with a minimum of two
glazed windows, both of which can be opened and are fitted with screens. The door shall have a
reliable lock, all keys for which shall be in the care of the Contract Administrator. The Contractor
shaIl supply electric light, heat when required, and an air conditioner of 8,000 BTU minimum when
required, to the Contract Administrator's satisfaction and shaIl furnish the office with a minimum of
one desk with drawers, one drafting table, five chairs, two drafting stools, one filing cabinet, a waste
paper basket and a broom.
Where the Contractor elects to supply a combination office for the use of the Contract Administrator
and his own staff, the minimum requirements for the Contract Administrator's accommodation as
outlined shaIl be met. In addition, separate outside access for each office shaIl be provided and the
Contract Administrator's office shaIl be partitioned off from that of the Contractor, on the inside.
Any inside connecting door between the two offices shaIl 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 shaIl 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 shaIl 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 shaIl also include the supply of an OKI Model 71 0 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 shaIl remain with the Contract Administrator for the duration of
the work. The Contractor shaIl make all necessary applications and pay all charges and fees related
to the CeIlular 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.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-3
9.
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.
18. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL
The requirements ofOPSS 180 shall apply to this Contract, revised as follows:
.1 Section 180.03, Definitions, shall be amended by the addition of the following:
Work area: means the road allowance, right-of-way, and property with a boundary common to
the road allowance or right-of-way within the Contract limits.
.2 Subsection 180.07.02, Conditions on Management by Re-Use, shall be amended by the
addition of the following:
Recycled hot mix asphalt or excess bituminous pavement shall not be used as trench backfill
or bedding.
The Contractor shall be responsible for obtaining a copy of applicable Form Nos. OPSF 1800,
OPSF 180 I, OPSF 1803 and OPSF 1805 for use where appropriate with respect to disposal of
excess material.
19. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES
In accordance with the requirements of Section 18a(l) of the Occupational Health and Safety Act,
the Authority has determined that the designated substances as listed hereunder are present on the
site and within the limits of this Contract.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL200S-3
10.
....,--------.....------------..."..,.....
.-,:--,,:-:-,:,-,-,;,:,:,:,:,:,:::,:,-:-:-:.:.:.;-:.;.:-;-:-;;:-:-:,:::-:::-:-::'-:-:-:-'-:-;-'-:-'-:':-:-:':-,.:.:
.....~;!gltit~!!~&~..
Acrylonitrile
No
Arsenic
No
Asbestos
No
Benzene
No
No
No
No
Yes
No
No
No
Some water services
Coke Oven Emissions
Ethylene Oxide
Isocynates
Lead
Merclll)'
Silica
Vinyl Chloride
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 cOIr{lly with the governing Ministry of Labour Regulations respecting protection
of workers, removal, handling and disposition of the Designated Substances encowrtered on this
Contract.
Prior to connnencement of this work, the Contractor shall provide written notification to the Ministry
of the Environment at 7 Overlea Boulevard, Toronto, Ontario M4H lAB, of the location(s) proposed
for disposal of Designated Substances. A copy of the notification shall be provided to the Contract
Administrator a minirrnnn 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 item<;.
Should a Designated Substance not herein identified be encountered in the work, then management of
such substance shall be treated as Extra Work.
The requirements of Section GC4.03 ofthe General Conditions of the Contract shall apply.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-3
11.
20. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS)
Reporting
Section GC4.03.06 is deleted and replaced with the following:
Prior to the commencement of work the Contractor shall provide, to the Contract Administrator, a list
of those products controlled under WHMIS which he expects to use on this Contract. Related
Material Safety Data Sheets shall accompany the submission. All containers used in the application
of products controlled under WHMIS shall be labelled.
The Contractor shall notifY the Contract Administrator of changes to the list in writing and provide
the relevant Material Safety Data Sheets.
21. SPILLS REPORTING
Spills or discharges of pollutants or contaminants under the control of the Contractor, and spills or
discharges of pollutants or cont~min~nts 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 ofliquid, other than accunm1ated rain water, from lnminaires, internally
illuminated signs, laIqJs, 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 assmned to contain PCB's and shall forthwith be reported to
the Contract Administrator.
This reporting will not relieve the Contractor of his legislated responsibilities regarding such spills or
discharges.
22. PROTECTION OF WATER QUALITY
At all times, the Contractor shall maintain existing stream flows and shall control all construction
work so as not to allow sediment or other deleterious materials to enter streams.
No waste or surplus organic material including topsoil is to be stored or disposed of within 30 metres
of any watercourses. Run-off from excavation piles WIll not be permitted to drain directly into
watercourses but shall be diffused onto vegetative areas a rninirnurn of 30 metres from the
watercourse. Where this measure is not sufficient or feasible to control sediment entering the
watercourses, sedimentation traps or geotextile coverage will be required
If dewatering is required, the water shall be plUJ1led into a sedimentation pond or diffused onto
vegetated areas a rninirnurn of 30 metres from the watercourses and not plUJ1led directly into the
watercourses.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-3
12.
No machinery shall enter the creek bed of any watercourse. Movement of construction equipment in
the vicinity of any creeks shall be limited to the minimum requiTed for construction.
The Contractor shall not carry out equipment maintenance or refueling or store fuel containers within
100 metres of any watercourse. The Contractor shall not stockpile construction debris or empty
fueVpesticide containers within the Contract limits.
23. TRAFFIC AND STREET SIGNS
The Contractor will be responsible for the removal and salvage of existing traffic and street signs, and
their delivery to the Authority's Works Department Yard, for re-erection by the Authority following
completion of the work.
Scheduling for sign removal shall be as approved in advance by the Contract Administrator.
Regulatory signs such as "Stop" and "Yield" nrost be maintained throughout.
24. GARBAGE COLLECTION
The Contractor will be responsible for ensuring that garbage collection, including recyclables, is
maintained and when necessary, the Contractor shall make arrangements directly with the collecting
agency, to permit and coordinate pick-up.
25. ASPHALT MIX DESIGNS
The Contractor shall be responsible for the provision of current mix designs for all hot mix asphalt
requiTed 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 requiTed
by this Contract.
26. AMENDMENT TO OPSS 1820; CONCRETE PIPE
Section 1820.02, References, ofOPSS 1820 is deleted and replaced by the following:
1820.02
References
This specification .refers to the following standards, specifications, or publications:
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-3
13.
Ontario Provincial Standards Specifications (Material)
CSA Standard
A257-MI982 - Standards for Concrete Pipe
Section 1820.07, Production, of OPSS 1820 is deleted and replaced by the following:
1820.07 Production
1820.07.01 General
Production methods shall conform to the requirements of CSA A257.1 and CSA A257.2.
Pipe for use in sewers up to and including 900 nnn designated internal diameter shall be pipe of the
size and class required, and shall conform to the MaE Pre-qualification Requirements for Concrete
Sewer Pipe Plants.
The plant shall have a valid Pre-qualification Certificate at the time of production and delivery of the
pipe.
1820.07.02 Marking
Marking shall conform to the requirements of CSA Standard A257.1M or A257.2M.
Pipe conforming to the MaE Pre-qualification Requirements for Concrete Sewer Pipe Plants shall
bear the letters "MaE".
Jacking Pipe shall be marked with the words "Jacking Quality".
27. 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
TSH Cobourg
28. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED
SPACES
Clause GC7.01.06 of the OPS General Conditions of Contract is amended by the addition of the
following:
Detailed written procedures addressing the confined space requirements of the Occupational Health
and Safety Act and Ontario Regulations for Construction Projects, Ontario Regulation 213/91, shall
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL200S-3
14.
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.
29. CONFINED SPACE ENTRY
Without relieving the Contractor ofhis responsibilities under the Occupational Health and Safety
Act the Contractor shall be responsible for the supply of personal protective equipment for the use of
the Contract Administrator, in connection with confined space entry while the Contractor is
operating on site.
The following equipment shall be made available on request:
. Mechanical Ventilation Equipment
. Gloves
. Gas Detector (C9S-80)
. Full body harness securely attached to a rope
. Rope
. Gas mask or dust, mist or fume respirator (optional)
. 30 minute self-contained breathing apparatus (need not be worn but, if required, be readily
available to supply air for instant egress)
. 7 minute Escape Pack
. Explosion-proof temporary lighting
. Adequate clothing to ensure protection against abrasions and contamination.
In addition the Contractor shall provide a competent person who shall inspect all safety equipment
prior to use to ensure that it is in good working order and appropriate for the task at hand
30. ENTRY ONTO PRIVATE PROPERTY
The Contractor shall not enter private property or property which is to be acquired to construct the
works without the prior consent of the Contract Administrator. This requirement will be strictly
enforced
31. STORAGE AREAS
Clause GC3. 06. 0 I of the General Conditions of Contract is amended by the addition of the following:
The use of the road right-of-way as a long term storage area is not allowed under this Contract. The
storage of materials and movement of equipment will only be allowed for normally accepted
construction practices.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2005-3
15.
32. GENERAL LIABILITY INSURANCE
The Regional Municipality of Durham shall also be named as an additional insured.
33. CONSTRUCTION LIEN ACT
The Contractor shall give the Authority notice in writing, irrnnediately, of all lien claims or potential
lien claims coming to the knowledge of the Contractor or his agents.
When a claim for lien is filed by a Subcontractor, labour or material supplier or equipment renter
acting under the Contractor, and proceedings are commenced by the Authority to vacate the lien, the
Contractor agrees and shall forthwith pay to the Authority, in addition to their reasonable legal fees
therefore, all interest costs and expenses incurred by the Authority and an additional sum equal to ten
percent (10%) of the sum found to be owing as liquidated damages, and such remedy shall be in
addition to any other remedy available to the Authority under the Contract Docwnents.
Where any lien claimant asks from the Authority the production for inspection of the Contract
Documents or the state of the accounts between the Authority and the Contractor, the Contractor
shall be liable for an administration fee of Two Hundred Dollars ($200.00) for each request made as
compensation for the preparation of such accounting or for the preparation of the Contract, or both,
as the case may be, and the Contractor acknowledges that such administrative fee shall be properly
deductlble, if the Authority should so choose, from monies otherwise payable to the Contractor under
the term; of the Contract Documents.
Where an application is brought to a judge of a competent jurisdiction to eotqJel production of any
particular document to a lien claimant, the Contractor further agrees to indemnify the Authority from
reasonable legal fees incurred in appearing on such an application and in addition agrees to pay to the
Authority its reasonable costs incurred in producing such documents to the extent that the same is
made necessary under the disposition of the matter by such judge, and the Contractor further agrees
that such reasonable costs and fees incurred by the Authority as stated herein may be properly
deductible from roonies otherwise payable to the Contractor under the term; of the Contract
Documents.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL200S-3
34. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE
CONTRACTOR
Upon completion of the Contract, the Contractor shall provide the Authority with two (2) copies of a
form of release signed by each property owner, upon whose land he has entered for purposes
associated with the Contractor's operations but not for the purpose of undertaking works stipulated in
the Contract:
Date.......................
To: Mr. A. S. Cannella, CET
40 Temperance Street
Bowmanville, Ontario
L1 C 3A6
Re: Contract No. CL2005-3
Dear Sir:
I hereby certify that
(Name of Contractor)
have fulfilled the term; of our agreement and have left my property in a satisfactory condition.
I have accepted their final payment and release
(Name of Contractor)
and the
from further obligations.
Yours very truly,
Signature
Property Owner's Name............................Lot......Concession..........
Municipality of ........................................
(Please complete above in printing)
Final payment will not be released to the Contractor until all the applicable forms of release have
been signed by the property owners and received by the Authority.
16.
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE
POLICY:
Contractors and Sub-contractors are responsible to ensure that their personnel are
updated on all safety concems of the workplace and are aware of the safety
requirements as required by the Contractor under the Occupational Health and Safety
Act. Safety performance will be a consideration in the awarding of contract. Under the
Occupational Health and Safety Act (Section 23 (1), (2)), it is the constructor's
responsibility to ensure that:
. the measures and procedures prescribed by the Occupational Health and Safety
Act and the Regulations are carried out on the oroiect;
. every employer and every worker performing work on the oroiect complies with
the Occupational Health and Safety Act and the Regulations (under the Act); and
. the health and safety of workers on the oroiect is protected.
. Where so prescribed, a constructor shall, before commencing any work on a
project, give to a Director notice in writing of the project containing such
information as may be prescribed.
DEFINITIONS:
Contractor - any individual or firm engaged by the Municipality to do work on behalf of
the Municipality.
Project - means a construction project, whether publiC or private, including,
the construction of a building, bridge, structure, industrial establishment, mining
plant, shaft tunnel, caisson, trench, excavation, highway, railway, street, runway,
parking lot, cofferdam, conduit, sewer, watermain, service connection, telegraph,
telephone or electrical cable, pipe line, duct or well, or any combination thereof,
. the moving of a building or structure, and
. any work or undertaking, or any lands or appurtenances used in connection with
construction.
Construction - includes erection, alteration, repair, dismantling, demolition, structural
maintenance, painting, land clearing, earth moving, grading, excavating, trenching,
digging, boring, drilling, blasting, or concreting, the installation of any machinery or plant,
and any work or undertaking in connection with a project.
SCHEDULE (C
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
Constructor - means a person who undertakes a project for an owner and includes an
owner who undertakes all or part of a project by himself or by more than one employer.
Project Manager- means the municipal management representative who has
responsibility for a contract.
PROCEDURE:
The following items are required before any Contractors are hired by the Municipality.
a) Before beginning a project, the project manager or delegate must determine
whether any designated substanceslhazardous materials are (or will be) present
at the site and prepare a list of all these substances.
b) The project manager or delegate must include, as part of the request for
tender/quotations, a copy of the above-mentioned list. The list of designated
substanceslhazardous materials must be provided to all prospective constructors
and/or contractors.
c) The request for tender/quotations will require prospective contractors to include a
list of the designated substanceslhazardous materials that will be brought onto
the work site and material safety data sheets.
d) Before awarding a contract, contractor(s) will be required to complete and sign
the Health and Safety Practice Form (Schedule "An). The Purchasing Office will
maintain all contractors safety performance records.
e) As part of the tender/quotation conditions, before award of a contract, the
contractor will be required to provide proof that all workers involved with the
project have the proper WHMIS training, as required by the Occupational Health
and Safety Act.
f) As part of the tender/quotation conditions, before award of a contract, the
contractor must proVide details of their Health and Safety program.
g) The project manager or delegate must proVide the successful contractor with a
workplace orientation, which will include, but not limited to identifying known
potential hazards, hazardous material inventory and material safety data sheets
for the sites. A workplace orientation/Job Safety Instruction Checklist to be
completed (see Compliance page 9).
h) Before the start of the assignment, the follOWing documentation will be provided
to the successful contractor, by the project manager or delegate.
i) Copies of the Municipal Corporate Health and Safety Program
II) Departmental health and safety policies
Iii) Workplace procedures regarding health and safety practices.
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
i) The contractor has the responsibility to provide any and all prescribed personal
protective equipment for their own workers, to include as a minimum but not
limited to hard hats and safety boots. If a worker(s) fails to comply with any
program, policy, rule or request regarding health and safety, that person(s) is not
allowed on the site until the person(s) complies.
j) The Municipality will retain the right to document contractors for all health and
safety wamings and/or to stop any contractors' work if any of the previously
mentioned items are not in compliance. Similarly, the Municipality will have the
right to issue wamings and/or to stop work if there are any violations by the
contractor of the Occupational Health and Safety Act, Municipal Health and
Safety programs, policies, rules, and/or if the contractor creates an unacceptable
health and safety hazard. Written wamings and/or stop work orders can be given
to contractors using Contractor Health and Safety WaminglStop Work Order
Form (Schedule "S").
k) Where applicable, the Municipality will retain the right to allow municipal
employees to refuse to work in accordance with the established policy and the
Occupational Health and Safety Act, in any unsafe conditions.
I) The Purchasing Department will maintain current certificates of clearance until all
monies owing have been paid to the contractor.
m) Responsibility for ensuring contractor compliance to this policy falls upon the
project manager or designate. This will include identification, evaluation and
control practices and procedures for hazards and follow-up and issuing of
Contractor Health and Safety Waming/Stop Work Orders.
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
HEALTH AND SAFETY PRACTICE FORM
To Contractor(s):
The Municipality of Clarington is committed to a healthy and safe working environment for all
workers. To ensure the Municipal workplace is a healthy and safe working environment,
contractors, constructors and subcontractors must have knowledge of and operate in
compliance with the Occupational Health and Safety Act and any other legislation pertaining to
employee health and safety.
In order to evaluate your company's health and safety experience, please provide the
accidentlincident and/or Workplace Safety and Insurance Board (WSIB) information noted
below, where applicable.
. The New Experimental Experience Rating (NEER)
- The WSIB experience rating system for non-construction rate groups
. The Council Amended Draft #7 (CAD-7) Rating
- The WSIB experience rating system for construction rate groups
. Injury frequency performance for the last two years
- This may be available from the contractor's trade association
. Has the contractor received any Ministry of Labour warnings or orders in the last two
years? (If the answer is yes, please include the infraction).
. Confirmation of Independent Operator Status
- The WSIB independent operator number assigned:
(Bidders to include the letter confirming this status and number from WSIB with their bid
submission.)
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
CONTRACTOR'S STATEMENT OF RESPONSIBILITY
As a contractor working for the Municipality of Clarington, l/we will comply with all
procedures and requirements of the Occupational Health and Safety Act, Municipal
safety policies, department and site specific policies and procedures and other
applicable legislation or regulations. l/we will work safely with skill and care so as to
prevent an accidental injury to ourselves, fellow employees and members of the public.
1. The contractor/successful tenderer certifies that it, its employees, its
subcontractors and their employees,
a) are aware of their respective duties and obligations under the
Occupational Health and Safety Act, as amended from time to time, and
all Regulations thereunder (the "Act'); and
b) have sufficient knowledge and training to perform all matters required
pursuant to this contract/tender safely and in compliance with the Act.
2. In the performance of all matters required pursuant to this contract/tender, the
contractor/successful tenderer shall,
a) act safely and comply in all respects to the Act, and
b) ensure that its employees, it subcontractors and their employees act
safely and complying all respects with the Act.
3.
The contractor/successful tenderer shall rectify any unsafe act or practice and
any non-compliance with the Act at its expense immediately upon being notified
by any person of the existence of such act, practice or non-compliance.
4.
The contractor/successful tenderer shall permit representatives of the
Municipality and the Health and Safety Committee on site at any time or times for
the purpose of inspection to determine compliance with this contractorllender.
No act or omission by any representative of the Municipality shall be deemed to
be an assumption of any of the duties or obligations of the contractor/successful
tenderer or any of its subcontractors under the Act.
5.
6.
The contractor/successful tenderer shall indemnify and save harmless the
Municipality,
a) from any loss, inconvenience, damage or cost to the Municipality which
may result from the contractor/successful tenderer or any of its
employees, its subcontractors or their employees failing to act safely or to
comply in all respects with the Act in the performance of any matters
required pursuant to this contractllender;
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
b) against any action or claim, and costs related thereto, brought against the
Municipality by any person arising out of any unsafe act or practice or any
non-compliance with the Act by the contractor/successful tenderer or any
of its employees, its subcontractors or their employees in the
performance of any matter required pursuant to this contract/tender; and
c) from any and all charges, fines, penalties, and costs that may be incurred
or paid by the Municipality (or any of its council members or employees)
shall be made a party to any charge under the Act in relation to any
violation of the Act ariSing out of this contract/tender.
<
It:!!.. Al.(f//~~:~'f.:~.. (.(:&,:,.~:q.............. A.~.r:!:!-!.~. .l?:. ..&.d!1:~:~~r:?......
Contractor Name of Person Signing for Contractor
14
i~----
......... l.. 0...................... .~...:..... ..:. ..~~.................. .t1.IJ.Y.. ~)... .~.~. ~~..................
Signature of Contractor Date
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
Schedule "B"
CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER
The purpose of this fonn is to: (Issuer to check one of the following)
Provide waming to the contractor to immediately discontinue the unsafe work practice
described below
Direct the contractor to immediately cease all work being perfonned under this contract
due to the unsafe work practice described below.
FAILURE TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A
BREACH OF CONTRACT.
PART "An - DETAILS OF CONTRACT
CONTRACT/P.O. #
DESCRIPTION:
NAME OF FIRM:
PART "Bn - DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER)
SCHEDULE (C)
CONTRACTOR SAFETY
DATE & TIME OF INFRACTION:
DESCRIPTION OF INFRACTION INCLUDING LOCATION:
ORDER GIVEN BY MUNICIPALITY:
DID THE CONTRACTOR COMPLY WITH THIS ORDER?
DATE & TIME OF COMPLIANCE:
ISSUED TO:
CONTRACTOR'S EMPLOYEE TITLE
ISSUED BY:
MUNICIPAL EMPLOYEE, DEPARTMENT TITLE
PART "C" - ADDITIONAL COMMENTS
THIS SECTION IS TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS
SUBSEQUENT TO ISSUING THE WARNING/STOP WORK ORDER, I.E. DATE AND TIME
WORK RESUMED, FURTHER ACTION TAKEN, ETC.
. S/AdminlForms & SpecslClaringlonIPoIicy-MOC
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL200S-3
SPECIAL PROVISIONS - TENDER ITEMS
PI291201Specsl200512073I-SP. Tl.doc
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PAGE ONE
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
PART 'A' - ROADWORKS AND STORM SEWERS
SITE PREP ARA nON - ITEM NO.1
Under these Items and for the lump sum bid the Contractor shall undertake the following work:
. Removal and disposal of fencing at House No. 17 Hunt Street.
. Removal and salvage of street signs.
. Removal and salvage of precast curb at House No. 81 Hunt Street. Curbs shall be offered to the
homeowner.
. Removal and disposal of brush from the rail bed south of Baseline Road for the area from which
borrow material is to be removed.
CLEARING AND GRUBBING - ITEM NO.2
Under these Items at the lump sum bid the Contractor shall undertake the following work:
. Clearing and grubbing of tree at House No. 40 Nelson Street.
. Clearing and grubbing of trees at Houses No. 58 and 60.
. Clearing and grubbing of tree at House No. 68.
. Clearing and grubbing of hedge at Houses No. 74 and 76.
. Removal and disposal of stumps at Houses No. 74, 80 and lOon Ann Street.
. Clearing and grubbing of brush and trees on west side of Hunt Street north of Nelson Street.
. Clearing and grubbing of tree at House No. 52.
. Clearing and grubbing of tree at House No. 44.
. Clearing and grubbing of tree at House No. 25 Albert Street.
Adjacent homeowners shall have first right to wood from tree removals. All wood not wanted by
homeowners shall be disposed of off site by the Contractor. All house numbers relate to Hunt Street
unless otherwise noted.
EARTH EXCA V A nON (GRADING) - ITEM NO.3
Payment under these Items shall also include:
. Removal and disposal of asphalt from all streets (including side streets).
. Removal and disposal of asphalt from entrances.
. Removal and disposal of asphalt in boulevard at Duke Street/Hunt Street.
. Proof rolling of subgrade.
The volume of deleterious material excavated below subgrade level shall be measured and paid for under
this Item. This volume shall be additional to the plan quantity volume shown in the Itemized Bid.
Backfill to sub-excavated areas shall be Granular 'B', Type I paid for under the appropriate Item.
The Hunt Street subdivision lands are given as a Dosslble source for disposal of surplus earth
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
2.
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material. Should surplus excavated material be unacceptable to D. G. Biddle and Associates for
disposal on the development site, then the Contractor shall make his own arrangements for
alternative disposal site(s).
The Contractor shall make arrangements for disposal of surplus excavated material on the proposed
subdivision lands north of Nelson Street and west of Hunt Street. The Contractor shall contact Bill
Creamer at G. Biddle & Associates at 905-576-8500. Disposal of surplus earth material at this location is
subject to suitability of material and agreement with the owner of the development site.
HOT MIX HL-3 AND HL-8 - ITEMS NO.4 AND 5
The Contractor shall supply all materials required for the proper execution of paving in accordance with
OPS 310. Asphalt shall be PFAC 58-28.
The Marshall Stability for HL-3 surface course shall be a minimum 8900 and for HL-8 lower binder
courses a minimum of 8000.
The unit price under these Items shall include for the following:
. Forming curb at catchbasin and catchbasin/maintenance hole locations.
. Construction of step joints at limits of construction on Baseline Road.
. Paving of asphalt boulevard.
. Forming temporary ramps at limits of construction.
The following depths of asphalt shall apply:
. Hunt Street and Albert Street, 90 mm ofHL-8, two courses, 40 mm and 50 mm.
. Side streets to end of radii, 90 mm ofHL-8, two courses.
. Side streets beyond radii return to limits of construction, 50 mm ofHL-3.
. Restoration of side streets in trenching beyond limits of construction, 50 mm ofHL-3.
. Paved boulevard, 50 mm ofHL-3.
. Private entrances, 50 mm ofHL-3.
. Cui de sac on Duke Street, 40 mm HL-3, 50 mm HL-8.
. Asphalt boulevard restoration on Baseline Road with 50 mm ofHL-3.
. Restoration of Baseline Road with 40 mm HL-3, and 90 mm ofHL-8 (2 courses).
. Road entrances to proposed subdivision, 60 mm HL-8.
ASPHALT GUTTER - ITEM NO.6
Payment shall be made under this item for the supply and placing of asphalt in asphalt gutters in
accordance with OPSD 601.010 Type 'B'.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL200S-3
3.
GRANULAR 'A' AND GRANULAR 'B', TYPE I - ITEMS NO.7 AND 8
Payment shall be made under these Items for supply, placing and compacting of Granular' A' and
Granular 'B', Type I to the following depths:
. Hunt Street, ISO mm of Granular 'A' and 450 mm of Granular 'B'.
. Side streets to end of radius return, ISO mm of Granular 'A' and 450 mm of Granular 'B'.
. Side streets beyond radius return to limits of construction, ISO mm Granular' A' and 300 mm of
Granular '8'. This is minimum depth of Granular 'B', allowing for transitions.
. Paved boulevard, ISO mm of Granular 'A' and 300 mm of Granular 'B'.
. Private entrances, 200 mm of Granular' A' .
. Foundation to concrete sidewalk and concrete entrances, 100 mm of Granular 'A'.
. Cui de sac on Duke Street, ISO mm of Granular 'A' and 300 mm of Granular 'B'.
. Asphalt boulevard on Baseline Road restored with 200 mm of Granular 'A'.
Granular' B', Type I material required as backfill to sub-excavated areas shall be paid for under Item
No.8.
CONCRETE IN SIDEWALK - ITEM NO.9
Where new sidewalk abuts or connects to existing sidewalk, an expansion joint shall be constructed at
these locations. Every joint shall be a contraction joint except where expansion joints are indicated.
Section 351.07.01 ofOPS 351 is amended in that Granular 'A' for sidewalk foundation shall be paid for
under the Granular' A' Item.
The unit price bid shall also include for excavation required to construct sidewalk on Baseline Road and
Duke Street to match existing.
Restoration of concrete entrance to House No. 78 Hunt Street and Nos. 20 and 22 Albert Street shall be
measured and paid for under this Item. Entrance concrete shall be ISO mm thick (and in accordance with
OPSD 310.050). The 2 steps at House No. 79 are to be included in the unit price bid.
Payment for reconstruction of private walkways at House Nos. 23, 32, 50, 79 and 80 Hunt Street, House
Nos. 20, 21 and 24 Albert Street, House No.8 Pine Street and House No. 32 Victoria Street shall be
measured and paid for under this Item.
INTERLOCKING BRICK PAVERS - ITEM NO. 10
Payment shall be made under this Item at the unit price bid for the following work:
. Supply and placing of natural grey brick pavers in running bond pattern with a single soldier course
(on both sides) in sidewalk, including the supply, placing and compacting of bedding sand.
Granular' A' base shall be paid for under Item No.7. Depth of granular base shall be reduced in
areas where tree roots are encountered.
The unit price bid shall include for cutting of pavers to fit existing features, valves, etc., as directed by the
Contract Administrator.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
4.
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CONCRETE CURB AND GUTTER (ALL TYPES) - ITEM NO. 11
A 2 metre length of curb and gutter shall be omitted at each catchbasin/maintenance hole where barrier
curb and I st stage curb are to be constructed. Where sidewalk abuts curb, a 50 mm key shall be
constructed at the back of the curb in accordance with the standard. The unit price bid shall include for
sawcutting existing curb at point of connection to new curb. Subsection 353.07.06 ofOPSS 353 is
amended in that transverse jointing of curb and gutter shall be at a maximum spacing of 4.0 m.
Subsection 353.05.01 ofOPS 353, September 1996, is amended by the addition of the following:
The air content of concrete placed by extrusion methods shall not be less than 4.5 % when tested in place
in a plastic state.
The unit price bid under Item No. 11 shall include for sawcutting, excavation, disposal of surplus
material and placing granular base as required for curb and gutter on Baseline Road at Duke Street.
First stage only of two stage curb and gutter will be constructed in Part 'B' of this Contract.
The unit price bid shall include for the extra height of the high back curb on the Duke Street Cui-de Sac.
The unit price bid shall include for constructing new curb to match existing at House Nos. 28 and 30 on
Hunt Street, Nos. 20, 21 and 22 on Albert Street and No. 28 on Victoria Street.
100 MM DIAMETER PIPE SUBDRAINS - ITEM NO. 12
The Contractor shall supply and place perforated corrugated polyethylene pipe complete with geotextile
sock. Backfill to subdrains shall be Granular 'B', Type 1 supplied and placed under Item No.8.
STORM SEWER AND STORM SEWER LATERALS - ITEMS NO. 13-20
Under these Items and for the unit price bid, the Contractor shall supply all materials including pipe of the
required type, size and class.
The concrete pipe bedding shall be crusher run limestone, cover shall be sand and backfill shall be
imported material.
For PVC pipe embedment shall be crusher run limestone and backfill shall be imported material.
Should wet trench conditions be encountered then HL-8 blend of crushed clear stone shall be used for
bedding of rigid pipe or placed below embedment for flexible pipe in accordance with the standards.
Clear stone shall be paid for under Item No. 39.
Bedding, cover and backfill for storm sewers shall be in accordance with OPSD 802.010 and 802.031.
Imported backfill shall be material from the railway bed south of Baseline Road. Excavation ofthe
railway bed material shall commence west of the rail bridge and the material shall be hauled across the
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL200S-3
5.
bridge easterly to Hunt Street.
Concrete pipe shall be used for trunk sewers and PVC pipe for catchbasin leads.
The Contractor is advised that where native material is found to be acceptable for backfill purposes this
shall be used and a credit negotiated with the Contractor. Surplus trench excavated material shall be
disposed of off the site at a location arranged for by the Contractor.
Where existing storm sewers are encountered in trenching operations, the removal and disposal of
existing sewers shall be deemed to be included in the unit price bid. In such removal, the Contractor shall
mark the location of any connections to the existing sewer for reconnection to the new sewer.
Connection of catchbasin leads and storm laterals to the new trunk sewer shall be by manufactured tees or
an approved coring method.
The unit price bid for 825 mm storm sewer shall include for breaking into Maintenance Hole No. 60 and
for making the connection.
The soils report for this project indicates soil type to be Class 3 for the purposes of selecting bedding
condition.
The unit price bid under these Items shall include for any temporary connections required at the limits of
construction in a phase. The Contractor shall be paid only for all materials used in such connections.
CATCHBASINS AND MAINTENANCE HOLES - ITEMS NO. 21-26
The unit price bid under these Items shall include for placing Granular 'B', Type I material to a lower
limit of 300 mm below the floor slab and all around each structure. A 100 mm drainage opening shall be
provided in the base of each new maintenance hole and catchbasin. A minimum 600 mm x 600 mm
square of Terrafix 270R or equal shall be placed at drainage openings. The unit price bid under these
Items shall include for:
. Grading of swales and ditches at Structures No. 21, 25, 27, 37, 38, 45, 48, 49 and 50.
. Placing a minimum of three rows of adjustment units on each maintenance hole or maintenance
holelcatchbasin.
All catchbasins and maintenance holes shall be fitted with sumps. Catchbasin and
catchbasin/maintenance holes shall be constructed to the level of base course asphalt in this contract
(middle binder level). Maintenance holes and catchbasins shall be fitted with frames, covers and grates in
accordance with Municipality of Clarington Standards C-113 and C-114, OPSD 400.0 I 0 and OPSD
400.030.
All catchbasins fronting the proposed development north of Nelson Street shall be fitted with geotextile
filter fabric during construction and this shall remain in place until Stage 2 curb and gutter is completed.
Filter fabric shall be "Siltrock" distributed by Terrafix Geosynthetics Inc. or approved equivalent. Filter
shall be placed under the catchbasin grate.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
6.
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ADJUSTING CA TCHBASINS AND MAINTENANCE HOLES - ITEM NO. 27
Under this Item at the unit price bid the Contractor shall undertake minor adjustments to Structures No.
60, 61, 62, 63 and 81 to facilitate the new curb line and pavement restoration on Baseline Road at Hunt
Street.
SA WCUTTING - ITEM NO. 30
Payment shall be made under this Item for the sawcutting of all road, entrance asphalt and entrance
concrete at the limits of construction and in trenching operations beyond limits of road construction where
directed. The unit price shall be deemed to cover all costs associated with sawcutting of asphalt at
whatever depth is encountered.
REMOVAL OF SInEW ALK - ITEM NO. 31
Removal of private walkway, concrete patio slabs and driveway concrete shall also be measured and paid
for under this Item. Extent of removal shall be agreed on site with the Contract Administrator.
Concrete rubble resulting from sidewalk or entrance removal shall be disposed of off the site at a location
arranged for by the Contractor.
REMOVAL OF CURB AND GUTTER - ITEM NO. 32
Payment under this Item shall include for sawcutting of concrete curb and gutter at limits of removal on
all streets and on private entrances. Wood curb removed shall be salvaged for reuse if the homeowner so
wishes.
Concrete rubble resulting from curb and gutter removal shall be disposed of off the site at a location
arranged for by the Contractor.
The extent of removal of private concrete curb at House Nos. 28 and 30 Hunt Street and Nos. 20 and 22
Albert Street shall be agreed on site with the respective homeowners.
REMOVAL OF CULVERTS AND SEWERS -ITEM NO. 33
Backfill to excavations resulting from storm sewer removal which is below subgrade level shall be
backfilled with Granular 'B', Type I and paid for under Item No.8.
Payment shall also be included under this Item for the plugging of storm sewers which are to remain in
place at Pine Street and Nelson Street. The end of the culvert at Sta. 1+550 shall be staked for location
purposes.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
7.
REMOVAL OF MAINTENANCE HOLES AND CA TCHBASINS - ITEM NO. 34
All frames, grates, covers and concrete rubble resulting from structure removal shall be disposed of off
the site at a location arranged for by the Contractor. Void left by structure removal shall be backfilled
with Granular 'B', Type I and paid for under Item No.8.
TOPSOIL (IMPORTED) AND NURSERY SOD - ITEM NO. 35
Screened topsoil shall be placed to a minimum depth of 100 mm in disturbed grass areas. It is not
anticipated that there will be any suitable topsoil available from stripping operations.
Subsection 570.05.01 ofOPSS 570, August 1990 is amended by the addition of the following:
The topsoil shaH be tested to ensure there are no deficiencies with respect to fertility levels. The soil shaH
consist of a minimum 4% organic matter. The phosphorous level shall be 30 ppm +/- 2 ppm. The
potassium level shall be 235 ppm +/- 30 ppm. The soil shall have a base saturation of calcium of75%,
+/- 10%. The base saturation of sodium shall be a maximum of 0.5%. The pH level shall be between 6.0
and 7.0. A copy of the topsoil testing report shall be provided to the Contract Administrator. Payment
for this testing shaH be included in payment under the respective topsoil items.
If the topsoil does not meet all of the fertility elements the soils shaH be treated with the required
amendments as recommended by the topsoil analysis report.
TOPSOIL AND SEED - ITEM NO. 36(a) and 36 (b)
Payment under this Item shall be for the following work:
. 36(a) - Place stripped topsoil to a depth of 100 mm and apply seed to disturbed areas fronting the
future development north of Nelson Street on the west side of Hunt Street.
. 36(b) - Spread topsoil from stripping of railway embankment (borrow area south of Baseline Road)
to a depth of 100 mm and apply seed.
Seed shall be Standard Roadside mix.
GEOTEXTILE (PROVISIONAL) - ITEM NO. 38
Payment shaH be made under this Item for the supply and placing of geotextile Terratrack 2411 as
manufactured by Terrafix or approved equivalent. Geotextile shall be placed on subgrade areas where
directed by the Contract Administrator.
HL-8 BLEND CLEAR STONE BEDDING (PROVISIONAL) - ITEM NO. 39
Payment shall be made under this Item for the following work in connection with storm sewer
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
8.
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installation:
. Excavation of unsuitable materials below standard bedding depth.
. Disposal of surplus excavated materials off the site of the works.
. Supply and placement of Geotextile Terratrack 24-11 as wrap to clear stone.
. Supply and place 19 mm clear crusher run stone bedding to depths as directed by the Contract
Administrator.
SILT FENCE - ITEM NO. 40
Payment shall be made under this Item for the supply of materials and the erection of silt fencing, where
directed by the Contract Administrator including the area of borrow excavation in the rail bed, to prevent
silt entering the creek. Payment for erection, maintenance and removal shall be in accordance with OPSD
577.
REMOVAL OF 400 MM DIA. CAST IRON W ATERMAIN - ITEM NO. 41
Payment shall be made under this Item for all excavation and backfill associated with the removal ofthe
existing 400 mm watermain from Sta. I +630 to Sta. 1+735 including all fitting and for disposal of
materials off the site of the works at a location arranged for by the Contractor.
MISCELLANEOUS LANDCAPING - ITEM NO. 42
Payment shall be made under this Item for miscellaneous work on a time and material basis. Work under
these Items shall include but is not limited to the following:
. Removal and relocation of sign at House No. 80.
. Removal and relocation oflights at House No.8!.
. Removal and relocation of board fence at House No. 52.
. Removal and transplanting of hedge at House No. 50.
. Landscaping of boulevard area between south limits of cui de sac on Duke Street and the sidewalk
on Baseline Road.
. Remedial works and salvage of wood retaining wall at House No. 79.
. Removal, salvage and relocation of rail fence at House No.5!.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
9.
PART 'B' - SANITARY SEWER AND APPURTENANCES
SANITARY SEWER AND APPURTENANCES
Reference:.1 Construction of all sanitary sewers and appurtenances in accordance with Region of
Durham Standard Specifications revised March 2004 - Section 02530.
.2 Contract Drawings and Details for Contract No. CL2005-3.
SANITARY SEWER PIPE - ITEMS NO. 2.01.01A - 2.01.0SJ
Reference: Contract Drawings and S-40 I
Include: .1 Temporary connections at limits of each phase as required.
.2 Sawcutting of trenching beyond limits of road construction on Ann Street, Park Street
and Nelson Street.
.3 Removal of existing pipe as required.
.4 Backfilling of sanitary sewers with imported material and compacting, except for sewer
runs from Maintenance Hole No. 5-16 to Maintenance Hole No. S3 where backfill shall
be approved native material.
.5 Construction at the Contractor's expense oftemporary access road for construction of
sewer from Maintenance Hole No. S3 to Maintenance Hole No. 5-16 and removal and
restoration on completion of sewer installation.
The location ofthe sanitary sewer between Maintenance Holes S3 and S4 will be adjusted on site to give
minimum separation of 5.0 m from the nearest hydro pole.
TRENCH RESTORATION - LOCAL STREET - ITEM NO. 2.02.02
Reference: Contract Drawings and Special Provisions - Tender Items for Part 'B'
Include: .1 Permanent restoration of trenching beyond limits of road construction on Ann Street,
Park Street and Nelson Street in accordance with the design standards specified in the
roadworks section of the Contract.
.2 Additional sawcutting as required to ensure straight vertical lines at points of matching
existing asphalt.
TRENCH RESTORATION - TOPSOIL AND SEED - ITEM NO. 2.02.03
Reference: Contract Drawings and Special Provisions - Tender Item for Part 'A'.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
10.
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Include: .1 Restoration of trenching from southwest curb line of Baseline Road southerly to
Maintenance Hole No. 5-16.
.2 Contractor shall utilize topsoil stripped under Part 'A' of the Contract and place and work
the topsoil in accordance with OPSS 570 to a depth of 100 mm.
.3 Seed shall be standard roadside mix applied in accordance with OPSS 572.
Note: .1 Restoration shall be paid by the metre of sewer installed. The Contractor is responsible
for limiting the extent of disturbance within the easement.
CONCRETE PLUG IN ABANDONED PIPE - ITEM NO. 2.02.06
Reference: Contract Drawings
Include: .1 Excavation to expose pipe to be plugged and abandoned.
.2 Sawcutting, removal and disposal off site of existing pipe.
.3 Supply and placement of 20 MPa concrete plug in the ends of the pipe to be abandoned.
Minimum length of concrete plug shall be 300 mm.
SERVICE CONNECTIONS - ITEMS NO. 2.03.01 - 2.03.03
Reference: Contract Drawings and S-30 I and S-40 I
Include: .1 Connecting to existing sewer pipes with proper adapters, sweep bends, "C" clamps (as
required), etc.
Note: .1
.2
.3
.4
.5
.2 marking and recording of exact location and elevation of all plugged ends of service
connection as required.
.3 Dye testing oflaterals.
Measurement for payment shall be in metres in accordance with RMDSS Section 02530,
1.6.
Service connections shall be connected to existing lateral at street line and elevation shall
be confirmed at point of connection by the Contractor.
Basis of payment shall be in accordance with RMDSS Section 02530, 1.7.
Service connection stubs are not to be backfilled until the as-constructed inverts and tees
are surveyed by the Contract Administrator.
The exact locations of new service connections shall be field confirmed by the Contract
Administrator.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
II.
.6 Measurement for riser services will be made vertically along the centre line from the
connection at the main sewer to the point where the service can be measured horizontally
and shall be added to the horizontal dimension.
CLEANOUTS - ITEM NO. 2.03.07
Reference: RMD Detail S-303
Include: .1 Supply and installation of all materials necessary to construct cleanout as per Detail S-
303.
.2 Supply and installation of Sand Fill cover for exposed pipe. Reference RMDSS Section
02530,2.8 for gradation requirements of the Sand Fill material.
.3 All miscellaneous items.
Note: .1 Measurement ofPayrnent - each.
.2 Basis of Payment - unit price bid will include all labour, equipment and materials to
supply and install cleanout.
.3 Cleanouts shall be installed at locations to be determined on site by the Contract
Administrator.
.4 Cost of excavation, backfill and surface restoration shall be deemed to be included in the
unit price for service connection and restoration items.
REMOVE EXISTING - COMPLETELY - ITEM NO. 2.04.01
Reference: Contract Drawings
Include: . I Excavation to grade required and disposal of surplus materials.
.2 Removal and disposal off site of existing structure complete.
.3 Salvaging and cleaning of existing frames and covers and loading/unloading and
transportation to OshawalWhitby Depot.
.4 Backfill void with Granular 'B', Type I material and compact.
BREAK INTO EXISTING STRUCTURE AND REBENCH - ITEM NO. 2.04.04
Reference: Contract Drawings, Maintenance Hole No. 5-16
Include: .1 Breaking into existing structure with removal and disposal of concrete and reinforcing
steel.
.2 Thorough cleanout of the structure.
.3 Temporary by-pass pumping as required.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
12.
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.4 Removal of existing benching required and disposal ofT site.
.5 Supply materials and construct new benching.
Note: .1 Payment for connection to maintenance hole to be included in unit price for appropriate
pipe item.
SANITARY SEWER MAINTENANCE HOLES - ITEMS NO. 2.04.07A - 2.04.70
Reference: RMDSS Section 02631, Contract Drawings and OPSD's 401.010, 405.010,701.010 and
705.021
Include: .1
.2
.3
Note: .1
.2
Reconnection of existing pipes as required.
Maintenance hole steps as per OPSD 405.010.
Setting of frame and grate to middle binder course level.
Drop structure at Maintenance Hole No. 5-16 shall be Type 'B' in accordance with S-
107.
Maintenance Hole Nos. S I, S2, S3 and 11-74 shall be fitted with bolt down covers in
accordance with OPSD No. 401.030.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL200S-3
13.
PART 'c' - WATERMAIN AND APPURTENANCES
WATERMAIN AND APPURTENANCES
Reference:.1 Construct all watermains and appurtenances in accordance with Standard Specifications
for the Construction ofWatermains - Revised March 2004, Section 02511.
.2 Contract Drawings and Details for Contract No. CL2005-3
W A TERMAIN PIPE - ITEMS NO. 3.01.02 - 3.01.04
Reference: Contract Drawings, S-435
Include: .1
.2
Note: .I
.2
.3
Sawcutting of trenching beyond limits of road construction on side streets.
Cathodic protection shall be provided at all points of connection of new PVC mains to
existing ferrous watermains.
All joints to be mechanically restrained in combination with granular thrust blocks.
Concrete thrust blocks are not permitted on PVC watermain.
Abandon old watermain on Hunt Street from Baseline Road to Sta. 1+079 approximately.
Existing main is cast iron.
Shutting down 400 mm water supply to the Goodyear Plant must be strictly co-ordinated
with Goodyear and the Region of Durham. The contact person at Goodyear is Angelo
Centofanti, Engineering Manager, 905-623-2606, Ext. 2350.
TRENCH RESTORATION -ITEM NO. 3.02.02
Payment shall be made under these Items for the permanent restoration of surfaces disturbed by the
watermain installation.
Reference: Contract Drawings
Include: .1 Permanent surface restoration on Duke Street, Ann Street and Park Street. Surface
restoration on Ann Street and Park Street for watermain installation shall be from limits
of road construction to east limits ofwatermain installation.
For service installation permanent surface restoration shall be from street line to point of
connection at residence where new services are installed beyond property line.
.2 Where a service falls within a private entrance, restoration costs shall be paid beyond the
limit of entrance reconstruction shown on the drawings.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
14.
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.3 Grassed, asphalt, concrete, concrete curb and gutter or brick pavers shall be restored in
accordance with Ontario Provincial Standard Specifications and the Special Provisions
governing these works detailed under Part 'A' of the Contract.
.4 Where permanent restoration is paid by the square metre, the Contractors operations shall
be controlled to minimize disturbance. Where a service falls within a driveway it may be
necessary to restore the driveway for the full width in kind.
REMOVE EXISTING VALVE BOX - ITEM NO. 3.02.04
Reference: Contract Drawings
Include: .1 Excavation to grade and disposal of surplus material.
.2 Removal and disposal off site of valve box.
.3 Backfill with native material and compaction.
.4 Valve to be turned to the "off' position.
CONCRETE PLUG IN ABANDONED PIPE - ITEM NO. 3.02.06
Reference: Contract Drawings
Include: .1 Sawcutting of existing cast iron pipe.
.2 Removal and disposal off site of existing pipe including fittings, valves, etc. as required.
.3 Supply and placement of 20 MPa concrete plug in the ends of the existing watermain
which is to be abandoned. Minimum length of concrete plug shall be 300 mm.
STONE FOR EXTRA DEPTH BEDDING (HL-8 BLEND CLEAR CRUSHED STONE) - ITEM
NO. 3.02.14
Reference: RMDSS and Detail S-401
Include: .1 Extra excavation of unsuitable native materials below standard bedding depth and
disposal of surplus materials.
.2 Supply, placement and compaction of HL-8 blend clear crushed stone.
REMOVE EXISTING VALVE CHAMBER - ITEM NO. 3.02.18
Reference: Contract Drawings
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Removal and disposal of entire structure.
.3 Salvaging, cleaning and transporting of existing frame and cover to Region's Orono
Depot.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
IS.
.4 Removal and salvage of valve and transportation to the Region's Orono Depot.
.5 Backfill void with Granular 'B', Type I material and compact.
VALVES AND VALVE BOXES - ITEMS NO. 3.03.02 - 3.03.04
Reference: Contract Drawings and RMD Detail S-408
Include: .1 Supply and installation of gate valves and box as per S-408.
.2 Excavating, blocking, backfilling and compaction.
.3 Supply and installation of cathodic protection as per S-435.
.4 Adjustment to level of base asphalt.
A 400 mm dia. gate valve shall be cut-in to the existing cast iron watermain, approximately 6 m north of
the proposed tee connection to the 400 mm main. This work will be carried out at a time to be agreed
with Goodyear.
The unit price bid shall include for all labour, materials, fittings, excavation and backfill and disposal of
surplus excavated material.
NEW HYDRANT WITH STORZ PUMPER NOZZLE - ITEM NO. 3.04.01
Reference: RMDSS Section 02511, RMD Detail S-409
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Supply and installation of hydrant, anchor tee and resilient seal gate valve and box and
including any hydrant extensions and/or valve box and rod extensions as shown on the
Contract Drawings.
.3 Supply and installation of filler piece WM pipe regardless of length.
.4 Supply and installation of mechanical restrainers.
.5 Cathodic protection as per S-435.
.6 Backfill with approved native material and compact.
TEMPORARY FLUSHING HYDRANT - ITEM NO. 3.04.03
Include: .1
.2
.3
.4
.5
Note: .1
.2
Excavation to grade and disposal of surplus materials.
Supply oftemporary hydrant meeting requirements ofRMDSS Section 02511, except for
Storz pumper nozzle and inner workings of hydrant.
Complete installation of piping, hydrant, blocking, tie rods as per S-409 and removal
upon completion.
Supply and installation of all other materials as required.
Backfill with approved native material and compaction.
Contract allows for installation of temporary flushing hydrants on side street connections.
Hydrant shall remain the property of the Contractor.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
16.
REMOVE EXISTING HYDRANT COMPLETE - ITEM NO. 3.04.05
Include: . I Excavation.
.2 Removal and separation of valve and piping, cleaning, salvaging and transporting
existing hydrant and appurtenances complete to the Orono Depot.
.3 Removal and disposal off site of existing secondary valve box.
.4 Supply and placement of20 MPa concrete plug in the ends of the existing watermain that
is to be abandoned in place. The minimum length of concrete plug shall be 300 mm.
.5 Backfill with approved native material and compact.
MAIN STOP - ITEMS NO. 3.05.01 AND 3.05.02
Reference: RMD S-410
Include: .1 Supply and installation complete with saddle, union adapter, connections, etc.
.2 Connection to new service pipe.
CURB STOP AND BOX - ITEMS NO. 3.05.06 AND 3.05.07
Include: .1 Removal of existing curb stop, box and rod.
.2 Supply and installation complete as per RMD Detail S-410.
.3 Stainless steel rod with brass pin.
WATER SERVICE CONNECTIONS - ITEMS NO. 3.05.11 AND 3.05.12
Reference: RMDSS 02511 and RMD Detail S-4I 0
Include: .1
.2
Note: .1
.2
Cathodic protection as per S-435.
Abandon existing service boxes. Remove box and rod and dispose of and turn to "oft"
position.
Water service shall be connected to existing service at street line on all streets.
Where lead services are encountered these shall be removed and full length of the service
replaced to the house.
19 MM TEST POINT - ITEM NO. 3.06.01
Reference: RMD Detail S-429
Include: .1 Supply and installation of all corporate main stops, valves, backflow preventers, copper
tubing. fittings, etc.
.2 Removal of all main stops upon completion of testing and flushing.
.3 Supply and installation of a brass plug in locations where main stops are removed.
.4 Backfill with approved native material.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
17.
50 MM BLOWOFF - ITEM NO. 3.07.02
Reference: RMD Detail S-406
Include: .1 Excavation and disposal of surplus materials
.2 Supply and installation as per S-406.
.3 Backfill with approved native material and compact.
TEMPORARY WATER SUPPLY TO RESIDENCES - ITEM NO. 3.11.01
Reference: RMDSS Section 01510
Include: .1 Supply and installation of temporary by-pass line, service connections and valves and
check valves where required.
.2 Chlorination of temporary by-pass lines and service connections.
.3 Protection of the installation from damage as specified in "Driveway Protection" and
"Burying By-pass" below.
.4 Removal of by-pass line, service connections and plugging oftemporary taps.
.5 Temporary shut-off of private services by operation of curb-stops or such other means as
required.
.6 Permanent surface restoration of the site upon completion of the work.
.7 Measurement for Payment - per house supplied with temporary water connection.
Temporary by-pass lines shall be supplied by connections at each end of the line where practical. Where
the ends are at different pressure districts, a check valve shall also be installed. Valves shall be installed
in the by-pass in the vicinity of existing main line valves on the line being removed labandoned and at
such other locations as the Contract Administrator may direct. The existing watermain shall not be
removed from service until the installed by-pass line has been approved by the Contract Administrator in
writing.
The Contractor shall make all shut-offs of property services and shall furnish water for the temporary by-
pass service from a hydrant or other temporary source.
Safety measure shall be taken by the Contractor to the satisfaction of the Contract Administrator but such
provisions shall not relieve the Contractor of full responsibility for the adequacy of protection.
Drivewav Protection
The Contractor shall be required, at his own expense, to mound over the by-pass pipe with asphalt or
other acceptable material, wherever it crosses a driveway or sidewalk in order to prevent injury or damage
to vehicular or pedestrian traffic. Building paper or other such material, as approved by the Inspector,
shall be placed before mounding up the asphalt. Such lights and barricades as may be required shall be
furnished and maintained by the Contractor. In general, the temporary service pipe shall be laid where it
will cause the least obstruction and is least liable to be damaged.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
18.
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Burving Bv-Pass
At all street crossings, the Contractor shall cut and remove asphalt across streets to permit burying the by-
pass pipe, without disturbing the concrete base, where applicable and shall replace the asphalt in kind
when the pipe is removed.
EXCAVATE FOR UTILITY VERIFICATION - ITEMS NO. 2.40.01, PART 'B' AND 3.4.02,
PART 'c'
Prior to any construction, test pits are to be dug by the Contractor to determine the field location and
elevation of existing utilities where agreed with the Contract Administrator. The utility shall be exposed
and field measured.
Payment at the unit price shall be full compensation for all labour, equipment and materials to do the
work including excavation, measurements and backfilling.
RESTORATION OF SURFACE FEATURES - ITEMS NO. 2.40.03, PART 'B' AND 3.40.03,
PART 'c'
Payment shall be made under these Items on a time and material basis for restoration works associated
with the installation of sanitary sewer and water services. Such works may include removal and
replacement of fencing, relocating shrubs, replanting hedges and flower beds or rock gardens.
Location of all water and sanitary services is not known. The extent of conflict therefore with garden
features will not be known until construction is underway.
The necessity for and the extent of any work required under these Items shall be determined by the
Contract Administrator.
No work shall be carried out under these Items without the authorization of the Contract Administrator.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
19.
PART 'D' - GENERAL ITEMS
SUPPLY AND MAINTAIN FIELD OFFICE - ITEM NO. 8.01.01
Under this Item the Contractor shall supply and maintain a field office for the sole use of the Contract
Administrator as described in Clause 17 of the Special Provisions - General.
Payment shall be made at 50% on the first Payment Certificate and the 50% balance will be paid on the
Payment Certificate following issuance of the Certificate of Substantial Performance.
BONDS, INSURANCE AND MAINTENANCE SECURITY - ITEM NO. 8.02.01
Reference: RMDSS, Section 01001
Include: .1 100% Performance and Guaranteed Maintenance Bond for 24 months.
.2 100% Labour and Materials Payment Bond.
.3 Liability Insurance based on the Contract Price.
100% payment ofthis Item shall be made on the first Payment Certificate.
MOBILIZATION AND DEMOBILIZATION - ITEM NO. 8.03.01
Reference: RMDSS, Section 01001
The contract price stated in the Tender Form for this Item shall be compensation for the following:
.1 Security protection of the Contractor's office, plant and sorted materials during the course of the
Contract.
.2 Moving onto the site and setting up the Contractor's office, storage facilities, plant, etc.
.3 Providing all necessary access to the project including haul roads as required and the restoration
of the surfaces to their original condition after the haul roads are removed.
.4 Moving off the site and removal of the Contractor's office, storage facilities, plant, etc.
Payment will be made as follows:
50% of the lump sum stated in the Tender Form for this Item will be paid on the first Payment
Certificate; and,
the 50% balance will be paid on the Payment Certificate following issuance of the Certificate of
Substantial Performance.
PRE-CONDITION SURVEY - ITEM NO. 8.05.01
Pre-Condition Survey shall be carried out to depict existing interior and exterior conditions of building,
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
20.
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utilities, monuments, bridges, structural improvements, streets, driveways, sidewalks, within the area
of influence of the work site and/or specified distances.
The "area of influence" is that radius of distance adjacent to heavy construction, within which structures
and property are subject to possible damage.
The Pre-Condition Survey shall be completed on all structures, or part thereof, within 30 metres of any
work, at a minimum. Additional inspections may be required, if deemed necessary by the Vibration &
Noise Consultant commissioned to carry out this work.
Ouality Assurance
A Vibration and Noise Consultant (VNC) with over five (5) years experience in loss control in urban
areas shall be retained by the contractor to complete this work. The person in charge shaH be a
Professional Engineer Registered in Ontario. The Company shall carry Professional Errors & Omissions
Insurance in the amount of$I,OOO,OOO.OO.
Procedure
Immediately upon notice to proceed, all pertinent available data relevant to those applicable portions of
the work and such other areas as deemed available to be Pre-surveyed is obtained by the VNC.
Introduction & Notification
A Letter ofIntroduction is hand delivered to all properties within the "area of influence". The letter
contains pertinent information regarding the proposed work and advises the identity, telephone number
and name of contact person capable of answering questions or addressing complaints.
This letter serves to acquaint residents with proposed construction in the area.
Inaccessible Prooerties
Should access to a premises by the Inspector be prohibited for any reason, Le., absent
owoer/lessor/manager; denial of authorization; vacant; safety hazard; in such case, particulars of efforts
made to gain entry are recorded on the Pre-condition Survey Summary Sheet as follows:
. Time and date( s) of contact
. Means of contact (in person or by telephone)
. Authority (owner/lessor/manager)
. Reason( s) for entry refusal or inaccessibility
PhotolUaohic Documentation
Photographic equipment and materials used are capable of yielding high quality negatives from which
detailed enlargements may be made.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2005-3
21.
Pavment
100% payment of this Item shall be made on the first Payment Certificate on proof that the survey has
been completed.
Pre-Condition Survev Reoort
Documentation of exterior and interior conditions of each property/item surveyed includes, as a
minimum:
. Vintage and type of construction
. Description/depiction/dimension of differential settlements (visible cracks in walls, floors,
ceilings) or any otber apparent structural or cosmetic damage or defect
Copies ofIntroduction Letters, Notification Letters and Refusal Letters are to be included in the report.
Completed Pre-condition Survey data is to be assembled in a formal comprehensive report, including
Summary Sheet.
The application of a "Pre-Condition Survey" is optional and should be reviewed for each project witb tbe
Owner.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2005-3
STANDARD DRAWINGS
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STANDARD NO.
OPSD- 216.021
218.01
310.020
310.030
310.050
350.0 I 0
351.010
400.010
400.030
401.010
40 1.030
404.020
561.010
600.040
600.060
601.010
608.010
701.010
701.011
701.012
701.021
704.010
705.010
705.020
708.020
802.010
802.031
C- 109
110
III
113
114
304
305
307
PAGE ONE
STANDARD DRAWINGS
CONTRACT NO. CL200S-3
DESCRIPTION
SUBDRAIN PIPE AND OUTLET DETAILS
SODDING OF SIDE SLOPES
CONCRETE SIDEWALK ADJACENT TO CURB AND GUTTER
CONCRETE SIDEWALK RAMPS AT INTERSECTIONS
SIDEWALK DRIVEWAY ENTRANCE DETAILS
URBAN INDUSTRIAL, COMMERCIAL AND APARTMENT ENTRANCES
URBAN RESIDENTIAL ENTRANCE
CAST IRON SQUARE FRAME WITH SQUARE OVERFLOW TYPE DISHED
GRATE FORCATCHBASINS
CAST IRON SQUARE FRAME WITH SQUARE V GRATE FOR CATCHBASINS
CIRCULAR CLOSED OR OPEN COVER FOR MAINTENANCE HOLE
CIRCULAR WATERTIGHT COVER FOR MAINTENANCE HOLE
ALUMINUM SAFETY PLATFORM FOR CIRCULAR MAINTENANCE HOLE
INTERLOCKING CONCRETE PAVERS ON GRANULAR BASE
CONCRETE BARRIER CURB AND GUTTER
CONCRETE SEMI-MOUNTABLE CURB AND GUTTER
ASPHALT CURB AND GUTTER
METHOD OF TERMINATION, CONCRETE CURB AND GUTTER
1200 mm DIA. PRECAST MAINTENANCE HOLE
1500 mm DIA. PRECAST MAINTENANCE HOLE
1800 mm DIA. PRECAST MAINTENANCE HOLE
MAINTENANCE HOLE BENCHING AND PIPE OPENING DETAILS
MAINTENANCE HOLE AND CATCHBASIN PRECAST ADJUSTMENT UNITS
600 mm x 600 mm PRECAST CONCRETE CA TCHBASIN
600 x 1450 mm PRECAST CONCRETE TWIN INLET CATCHBASIN
SUPPORT FOR PIPE AT CA TCHBASIN OR MAINTENANCE HOLE
FLEXIBLE PIPE EMBEDMENT AND BACKFILL
RIGID PIPE BEDDING, COVER AND BACKFILL - TYPE 3 SOIL
PVC STREET CATCHBASIN CONNECTION
HOUSE SERVICE LOCATIONS
PVC STORM SEWER SERVICE CONNECTION
ROUND MANHOLE FRAME AND COVER
BEEHIVE CA TCHBASIN FRAME & COVER
STANDARD TWO STAGE CURB AND GUTTER
CURB AND GUTTER DETAIL AT CA TCHBASIN
CONCRETE SIDEWALK
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STANDARD DRAWINGS
CONTRACT NO. CL200S-3
S- 301
302
303
401
406
408
409
429
431
433
435
439
Pl2912O'Spe<:BI2OOwtmdDnw.cIoc
2
SANITARY SEWER HOUSE CONNECTIONS
SANITARY SEWER RISER CONNECTIONS FOR RESIDENTIAL,
INDUSTRIAL & COMMERCIAL DEVELOPMENTS
PVC SANITARY SEWER CLEANOUT
SANITARY, STORM AND WATER (MAIN AND SERVICE) TRENCH
BEDDING DETAILS
19 mmAND 50 mmBLOWOFF
100 mmto 400 mmDIA. GATE VALVE AND VALVE BOX
HYDRANT ASSEMBLY WITH MECHANICALLY RESTRAINED JOINTS
19 mm TEST POINT BY-PASS
JOINT RESTRAINING LENGTH FOR PVC PIPE
THRUST BLOCKING FOR PVC W ATERMAINS
CATHODIC PROTECTION FOR TRACER WIRES ON PVC
CATHODIC PROTECTION FOR EXISTING FERROUS W ATERMAIN
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lYPlCAL SECTION
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joint material
Contraction
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JOINT LAYOUT
EXPANSION JOINT
NOTES:
1 Sidewalk thickness at residential driveways
and adjacent to curb shall be 150mm.
At commercial and industrial driveways.
the thickness shall be 200mm.
2 Sidewalk width shall be increased to:
1.8m when adjacent to curb on
major roadways
. - 2.4m at schools. bus stops and other
high pedestrian areas.
A All dimensions are in millimetres or
metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
CONCRETE SIDEWALK
ADJACENT TO
CURB AND GUTTER
Date
OPSD
310.020
f. ; ~'.. ,.
51 '811 mox 511 desirable
_ ope .
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material, Typ Curb and gutter
,. Through street
UNSIGNAUZED INTERSECTIONS I
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Stop or yield .:.:..:.:_
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street
Through street
Curb and gutter
.. '.
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Typ
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O.3m apart and
long - min
l,oLl,5~1.0
RAMP ELEVATION
Finished road
surface
Expansion joint materiol
SIGNAUZED INTERSECTIONS
''';:.; ':'_' :/1 :".:'.4' :
Back of
sidewalk
2.5m
" .
"
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. ..-.'
150mm min
Curb and gutter
as specified
Sidewalk ramp
lYPlCAL RAMP SECTION
NOTES:
A
Directional lines shall be 1 Oxl Omm made
with grooving tool having a 15mm radius.
B
All dimensions are in millimetres or
metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
1993 10 01
CONCRETE SIDEWALK RAMPS
AT INTERSECTIONS
Date ______
OPSD
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DRIVEWAY DIMENSIONS
WIDTH RADIUS
LAND USE m
One- Two-Wo m
min mox min mox min mox
light Industrial 4.5 7.5 7.2 12.0 4.5 12.0
Commercial and rbnent
Heavy Industrial 5.0 9.0 9.0 15.0 6.0 15.0
"1 r600mm min
..r Dropped curb J
DETAIL A
See Table
-1b~
left 3.Om min.
turn if required
kine
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--~-
Varies
Boulftord
Concrete curb ar
curb and gutter.
For entrance without
curb ar curb and gutter
see DetoII A
PLAN
R-5.Om far light industrial
cammerciol and apartment
entrances on 2 lane roads
.....: :"::
ease
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entrances. and for commercial and
apartment entrances an 4 lone roads.
Sl<!..-!!Ik
Joint
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NOTES:
A All dimensions are In mllllmetres unless otherwise shown.
------
ONTARIO PROVINCIAL STANDARD DRAWING
URBAN
INDUSTRIAl, COMMERCIAL AND
APARTMENT ENTRANCES
----------
OPSD - 350.010
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Sidewalk
Entrance
Dropped
curb
Boulevard
600mm min
JOOmm I JOOmm
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PLAN
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s
ISOMEtRIC VIEW
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6" Hate ..
. SECTION A-A
Var
S<< or S<< and entrance
S<<fEntrance
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Dropped curb
DRIVEWAY DIMENSIONS
WlDlH
lAND USE m
SI e u e
mln max mln mox
3.0 4.3 6.0 7.3
NOTES:
1 Maximum upgrade shall be 10%.
2 Maximum downgrade shall be 8%.
A All dimensions are' In mllllmetres unless otherwise shown.
Residential
OPSD - 351.010
ONTARIO PROVINCIAL STANDARD DRAWING
URBAN RESIDENTIAL
ENTRANC"E
----------
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f575
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SECTION A-A
4-16mm dia cap screws
x 57mm 10"9
LUG AND HOLE
DETAIL
BAR HANDLE
DETAIL
2mm rubber
gasket
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SECTION B-B
NOTE: SECTION D-D
A Lugs and keyways are optional.
B All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING Noy 2002
CAST IRON, SQUARE FRAME WITH
CIRCULAR WATERTIGHT COVER
FOR MAINTENANCE HOLES OPSD - 401 .030
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Dropped curb
at entrances.
Typ ~
~ 2751\ 225
~~ r R;5mm
For flexible r Note 2 ~"b. 251 h
pavement. ~.h.
T .7 . 0
yp ______ .f' : i
f'ii.>R=5m';" -: .,;;;.;~~ ..:.'
. .. . . ..' . . ..]<ti . -. on
E ~{:;.~.~;t\: ~'.:;: /::'::":';;; :~: ~{::j
y.:: .:~. ': ;:.....: ......; .~ :_1
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.~" .-. -:". '-'.' :.". !':-":.:'''~
L-lJ_25 525 I~l-: ~
For rigid pavement =~~: Is
25x75mm keyway adjacent to curb,
centred In concrete Typ
bose,
Typ
Notes 1 and J
TANGENT
SUPERELEVATED
NOTES:
1 When curb and gutter is adjacent to concrete pavement or bose, this drawing is
to be used in conjunction with OPSO-552.010 and 552.020.
2 Flexible and composite pavement sholl be placed 5mm above the
adjacent edge of gutter.
3 For slipfonning procedure, 0 5% batter is acceptable.
A Treatment at entrances shall conform with OPSD-351.010.
8 Outlet treatment shall conform with OPSD-610 Series.
e The length of transition from one curb type to another sholl be 3.0m, except in
conjunction with quide roll, It sholl conform to OPSD-9oo Series.
e All dimensions ore in millimetres unless otherwise shown.
LEGEND:
S - Rote of pavement superelevatlon in percent. ,..
ONTARIO PROVINCIAL STANDARD DRAWING
April 1999
CONCRETE SEMI-MOUNTABLE
CURB WITH STANDARD GUTTER
----------
----------
OPSD - 600.060
200
ASPHALT CURB
MACHINE LAID
<:
"
0.
Tack coot surlace
ASPHALT GUlTER - lYPE 'A'
<:
"
0.
~ 400 ,7 I
~
~~ ~~~~
Tack coot surlace
ASPHALT GUlTER - lYPE 'B'
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NOTES:
1 Depth of gutter at pavement edge to equal depth of new pavement
but In no case less than 130mm.
A All dimensions are In mnlimetros unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
April 1999
ASPHALT CURB
AND ASPHALT GUTTER
----------
OPSD - 601.010
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\ f------------ - ---
----
I ( sOmml
mln
1 \ I
\ \
\
~)\ I
0 \
0
CD i\\'! I
J
1
t -l 225 l-
on
'" END VIEW
I
3.8m Termination
PLAN
B.EVA1l0N
MOUNTABLE CURB AND GUTTER
Curt> and
gutter
~ ~----------------
- ---
I ( SOmml
min
1 I I
~, \
.. I
.. \
"I: or
~ - I
o I I
J Z I
I
t -l Varies l-
on
'" END VIEW
I
3.8m Termlnation
Gutter or
curb nne
PLAN
ElEVA1l0N
BARRIER AND Sa4l-MOUNTABLE CURB AND GUTTER
NOTES:
1 Slope to motch existing shoulder.
A This drawing Is to be read In conjunction with
OPSD-600 series curb and gutter drawings.
B All dimensions are In mllllmetres unless
otherwise shown.
METHOD OF TERMINATION
FOR CONCRETE CURB AND GUlTER
----------
ONTARIO PROVINCIAL STANDARD DRAWING
----------
OPSD - 608.010
For adjustment
unit and frome
installation see
OPSD-704.010
Typ
...-------"
<'.1_______1...
:r------ :~
_l-, _
.{
. -
Tapered tap
See alternative 0
Riser sections
as required
.'
..
."
Manordhlc bcise with
inlet and outlet ..
openings ta suit
See altematiws A.B and 0
:
:....'".. ~:-.....
.~ ...,..
300mm. Typ ---I .-........" <II" or
r':..... .. .. '-'" .. .... :('1
Gc'anular ---t!. : <. ......:. ..... .
bed<f"'9 ----- -
I
,
ALTERNATIVES
A SUMP FOR STORM SEWER
IoWNlENANCE HOlE
,
300
Note 1
+
'"", J.. .. .." .. .,
r::.;',~< ':'" .... '0. .... tJ
1:.-'-'" -~--
Granular
bedding
B PRECAST SlAB BASE
C CAST -IN-PlACE BASE
Bottom riser section with
inlet and outlet openings ta suit
'.
,150
. 11'150
. T
<"lo': ~
l . 0 ...... 300
C' ..:'~. . ..0. ~~.::.. ';I ..,.
L-......~~-:..::::- ...:."c-...J 1
Steel reinforcement Granular
as specifoed becldin\I
l
Riser
seetion
,
'('". ",'" -.... ..
.. --:..'" .;f.:'"':...
.. ... 4"..," 'C......
":"'7" ....... ..
t:._~ .. ,. "':.:..::':'-':':'.:!.:.....J
Granular
bedding
NOTES:
1 The sump Is measured from the lowest Invert.
A Granular backfill to be rlaced to a minimum
thickness of 300mm al around the
maintenance hole.
B Precast concrete components according
to OPSD-701.030.
C Stn.lcture exceeding 5.Om In depth to Include
safety platfonn according to OPSD-404.020.
o PIpe support according to OPSD-708.020.
o PRECAST FlAT C/>P
'.
-.,.-,(: .or;
,
1200mm clio
.=~
;.
E For benching details. maximum pipe
hole diameters and flow configuration
S88 OPSD-701.021.
F All dimensions are nominal.
G All dimensions are In mnlimetres
unless otherwise shown. I
ONTARIO PROVINCIAL STANDARD DRAWING
PRECAST MAINTENANCE HOLE
1200mm DIAMETER
April 1999
----------
----------
OPSD -
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~ 8
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..... -
.,;:-..~. . J.
. "...~..
Precast slab base ~
See alternative .... .,. ,,&, 6:
A and B V::"~;:":":.:-":~.:. ';,;~"':::.!rl.
&;-tQ-a:~~ .~~~~. "::Jt-
bedding Typ
C TAPERED TRANSITION SlAB 0 1200mm PRECAST FlAT CAP
for adjustment
unit and frame
1nstoUotion aee
OPSO-704.010
Typ
,..-------1'
<'.l_______J...
::J-;--n-- -
Bench ar sump
Note 1
"
T opered top f
See alternative 0 -:
and E
FrlSer sections
as required
,
T ronsition slab
See alternative C
.. .. 0'"
...... J"
O,t
-
1500mm cflO
Riser sections
as requlred
JOOmm mox
Typ
125
150
12
125
0:0<
~
~r!.'
ALTERNA1lVES
A PRECAST MONOUlHIC BASE
A
~
..
,
..
,
,.
O.
. -....., ".
~ :f.. "' .
. .,. " .
Granular <II . ,. "0- ......... ,.. ,
bedcfong -E.... ...0 - ..... -,
----.:r-...:::.:.~...::.~:.!..:.:..=-:..:::::..::..U
B
CAST -IN-PlACE BASE
E 1500mm PRECAST
FlAT CAP
Rot
cop
Rot
cap
~ OY: .~..4
.1 mm di
.~n
~
NOTES:
1 For sump detail see OPSD-701.010.
A Granular backfill to be placed to a
minimum thickness of 300mm all
around the maintenance hole.
S Precast concrete components according
to OPSD-701.040. OPSD-703.010 and
OPSD-706.010.
C Structures exceeding 5.0m In depth to
Include safety platform according to
OPSD-404.02.0.
ONTARIO PROVINCIAL STANDARD DRAWING
150
1500
Riser
section
1500mm cflO
o Pipe support according to OPSD-708.020.
E For benching details, maximum pipe hole
diameters and flow configurations. see
OPSD-701.021.
F All dimensions are nominal.
G All dimensions are In mlllimetres unless
otherwise shown.
April 1999
PRECAST MAINTENANCE HOLE
1500mm DIAMETER
----------
----------
OPSD
701.011
-
Far adjustment~ ,,-------~
unit and frame c'.1_______L"
instoaation see -.,-------r-
OPSD-704.010 :, -
Typ
Tapered tap
See alternative C
and 0
Riser sections
as required
.'0
..'
Riser sections
as required
.
1200mrn dio
&
Transition slab
See alternative B
t....
;1
. "
.! E
E
~ E
o
.' ~ ~
~.;!:.~: ~ J-
~:;:;:"" ., , . .
w..: ... 41, ". ,
.".. .. '" . . .... .., "10"4
~. eo '.......... . o. . eo.--.
Precast slab ..... w" .,.: I..... :" :... .I
~:" alternative ~~"-'t:..~.:; ~;,"g"''''_':''''.J
1BOOmm dio
Bench or sump
Nate 1
300mm
Typ
C 1200mm PRECAST FlAT CAP
'&". ~"
Flat
200mm cIi cap
,
RIser ~
section
NOTES:
1 For sump detail see OPSD-701.010.
A Granular backfill to be placed to a
minimum thickness of 300mm all around
the maintenance hole.
B Precast concrete components accordill9 to
OPSD-701.050. OPSD-703.020 and
OPSD-706.020.
C Structures exceedlll9 5.0m in depth to
Include safety platform accordill9 to
OPSD-404.020.
I
Flat
cop
ALTERNATIVES
A CAST -IN-PlACE BASE
150 G150
,.
330
: l. ...
. .
.... 4 :..
.. '.' p
300 ~...... -.. ",;.". .... &
T~o ., : ... ..0 _.'<".~
~~nui:r"~''::: ~t~~t:i~orcement
bedding as specified
B TAPERED TRANSmoN stAB
125-j r-12OO--j 1-125
180 180
o 1800mm PRECAST FlAT CAP
~ :.....::".'4
..
If....r
section ~
1BOOmm clio
o Pipe support according to OPSD-708.020
E For benchill9 details, maximum pipe hole
diameters and flow configurations. see
OPSD-701.021.
F All dimensions are nominal.
G All dimensions are In mllllmetres unless
otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
April 1999
PRECAST MAINTENANCE HOLE
1800mm DIAMETER
----------
----------
OPSD -
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1. Right angle bend
2. Tee connection
4. Four way junction
5.. Straight through
7. Wye connection
8. 450 bend
3. Three way junction
6. Deod end
. . .
. ... \ I. ...
. . .
J . '--~ ,
'. .'. Concrett:... . '", '."
50mm
m.n
Section
NOTES:
A .Concrete for benching to be 30MPa.
B Benching to be given wood float finish, chonnel to be given steel trowel finish.
.C All dimensions are nominal.
o All dimensions are in milimetres or metres unless otherwise shown.
MAXIMUM SIZE HOLE IN THE WALL IN PRECAST RISER SECTIONS
H~~n8ig~e1:r No. 1-4 No. 5 de 6 No. 8
mm mm mm mm
1200 700 860 780
1500 860 1220 960
1800 1220 1485 1220
2400 1485 2020 1760
3000 19 0 2300
3600 2195 3085 2730
ONTARIO PROVINCIAL STANDARD DRAWING
MAINTENANCE HOLE BENCHING
AND PIPE OPENING DETAILS
No.7
Inlet Hole Outlet Hole
mm mm
700 860
860 1170
1220 1485
1485 2020
1930 2450
2195 3085
1998 03 01
.
I
!
OPSD - 701.021
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Br+
150mm
overlop
..
ALTERNATE STANDARD
HEIGHTS
A 1980mm
B 18JOmm
C 152.0mm
1-1
is..
~
-j
A
WWf
185mm 11m.
each way
.
B
PlAN
"'w==u'"
t
"'w==U'"
r-l {
!;
t:R ~f Knacka~
""1 l--' ~''f.t
~;E l~ e ~:E .~ '
J... .., l ......... I.
Lh~~~:J 0 Lb.~'.dI r~~~
T-; ...... .,. '. ~ !-:: ( ;. .~ ". ..
f. " .. ., -.' . . , f. . - ." . '.' -,
.t:_:...: .:. '~~:..::.:...':"':~:~ GrQnUlar~':':'~~':":..:i':"":;"--:":~
SECTION A-A beddIng SECTION B-B
NOTES:
1 Outlet hole size 525mm diameter maximum,
location as required.
2 200mm diameter knockout to accommodate
subdrain. Knockout to be 60mm deep.
A All reinforcing steel shall have 25mm
minimum cover.
S Granular backfill to be flaced to
a minimum thickness 0 JOOmm all
around the catch basin.
C Frame, grate and adjustment units shall
be lnstalled according to OPSD-704.010.
o Pipe support according to OPSD-708.020.
E All dimensions are nominal.
F All dimensions are In mllUmetres
or metres unless otherwise shown.
ONTARIO PROVlNctAL STANDARD DRAWING
PRECAST CONCRETE
CATCH BASIN
600mm )( 600mm, DEPTH - 4-.0m MAX
WWF +'B
185mm'fm. each way I
,
":1::]1
Ilj
I ~ 150~m overlap
"~T
t._
A
!
t!:::: "
-
I
PlAN+1B
~ 1680
115 I r 600 'II ::: ,I 600l
~~ :1":
"" .~
,,0- ..
..f
CI., ~ 4
.!!"
II::
r115
1
".
. .
"".
"
"
"C
~
....J
11[7 jijl
:{. ~~t 1 hole 1
m-mm2fm. each way .f
~r~J:;1 . .. .... ". : .~,I 150mm overlap
~ · I . . .. . t. ..~
typ. . .... . . .... . e. . .,
. e. ... ....... -., #. .... "." .. ,
~n~~~~~~-~-~~~~-~~~
SECTION A-A ~~,;~:r
, :
E"
gE
...,
I
,830
1
3-1 OM stirrups
o 300mm
2-10M ~
I
2-15M U)
....
...,
---1
115J L 600--J [1-25
115
BEAM DETAIL
ALTERNATE STANDARD
HEIGHTS
A 1980mm
B 1830mm
C 1520mm
.
'0
"""E
: ..._.... "E. 0
l/+\ .g
r" ~/ I lj
250 t' ~Note 2 "I ii
~g. ~ ~']o.~"
~l .' '." ~E~ 1"
~ 0 &. 'If g .,
. ~:i":::":~ 150 I
-: # " <I." , J
~/;-~~~-~:"7"*
SECTION B-B I
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NOTES:
1 Outlet hole size 525mm diameter maximum. location as required.
2 200mm diameter knockout to accommodate subdrain. Knockout to be 60mm deep.
A All reinforcing steel shall have 25mm minimum cover.
S Granular backfill to be placed to a minimum thickness of 300mm all around
the catch basin.
C frame. grate and adjustment units shall be
o Pipe support according to OPSD-708.020.
E All dimensions are nominal.
F All dimensions are in millimetres or metres unless otherwise shown.
Installed according to OPSD-70"'.010.
ONTARIO PROVINCIAL STANDARD DRAWING
PRECAST CONCRETE
TWIN INLET CATCH BASIN
600mm )( 1450mm, DEPTH - 4.0m MAX
Date
1996 09 15
OPSD - 705.02
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SlEEVE (WAlERI1GH1)
souo WALL P.V,c.
CA1CH BASIN lDD
(5.D.R. 35)
300mm SAND COlIER CDIotPACTID
TO Q8JC SPD
STORM
SEWER
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CATCH
BASIN
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19nwn CRUSHER RUN UNESTONE TO
lOP OF' APE. COWPACrED TO gex SPD
NOTES
1 Pipe to enter catch basin at right angle
2 250mm dia. lead for double catch basin.
3 200mm dia. lead for single catch basin.
AU dlm.nalon. are In mllllnMtre. unl... ofh.rwl.. noted.
Clarin ton
E
P.V.C. STREET CATCH BASIN
CONNECTION
Sernces De ~ent
-...
--
C-109
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19mm CRUSHER RlJN UMESTONE
TO TOP OF PVC PIPE AHD
COWPACTED TO 98X SPD.
SECTION A-A
N.TS.
,-
'500
A
" GUTrol
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_ I-I _ ~/l~ ___
---~L-t------------------------~~ ~----
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______________________JL________________~_!_~------____________~~~___________
l>ll
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SlREEIUNE
NOTES
1 For storm service connection detoils refer to C-lll.
2 For sanitary/water service connection details refer to Durham Region' specifications.
All dlmenllon, a... In mIUlmet,.. unl... o'herwl.. not.d.
Clarin ton
En
Serrices De arbnent
.......
-....
- ....
HOUSE SERVICE LOCATIONS
C-110
....
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150mm II P.V.c.
(S.o.R. 28) PIPE
PROFILE
CONNECTION FOR SEWER MAINS
525mmOl & LARGER
tmES
..
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SUfTABli DEFlH
TO NJJ:N/ FOR
CONNEC11ON TO
HOUSE WEEPING T1LE.
(WIN. 1.8. MAX. 3.0)
WATERTIGHT PlUG
100mm CRUSHER RUN UMES1'ONE
1'0 TOP OF PIPE
300mm SNlO COYER
PACTED 19mm
CRUSHER RUN UIolESlONE
OPENING TO BE 1.W:HIlE-coRED
II FIElD
P.V.c. SWEEP BEND
150mm II BRANCH OFF
_.ocruRED lEE
CONNECTION FOR SEWER
MAINS 450mmOl & SMALLER
Service connection invert to enter main ot springline or higher.
Clarin ton
All dlmenllonl are In m...... unle.. otherwl.. noted.
Serrices De ~enl
-....
--
PVC STORM SEWER
SERVICE CONNECTION
__ ZOO4
C-111
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ClEARANCE
11
,.--11- 27
.7. .,3
lW
624 SECTION B-B
576
51 t r
575 II 1{1
667
000
SECTION A-A
NOTES
FRAME PLAN
"STORM"
YEAR OF
CONSTRUCTlON
COVER PLAN
1
2
3
4
Allowable tolerance for dimensions of 300mm or less is :f: 3mm.
Allowable tolerance for dimensions greater than 300mm and up to 900mm is :f: 6mm.
The name of the manufacturer is to be distinctly cast in roised letters.
The designation "STORM" and year of construction ore to be distinctly cast in raised letters.
All dlmaftelon. are In mRllmetr.. unl... otherwl.. noted.
M
Services De artment
-...
-.....
En
ROUND MANHOLE
FRAME AND COVER
C-113
820
II
..
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GRATE PLAN
All dlm.nelon. a... tn munmetr.. un.... otherwl.. noted.
.........
BEEHIVE CATCH BASIN
FRAME & COVER
t:
rl52
- 25
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'50
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SECTION B-B
Services De artment
_ID.
--
C-114
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,
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TOP ASPHALT
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.
!lASE
ASPHALT
stm. STIRRUPS PIX<D
EVERY 1.5m (STAGGERED)
NOlES
1 Concrete sholl conform to OPSS specifications (30MPa, 7~ :!: 1.5~ air).
2 Stage 1 contraction joints every 3.0m. Stage 2 contraction joints to align with Stage 1 joints.
3 Sow cuts to be minimum 25~ of concrete depth.
4 Curing - Stage 1 and Stage 2 - curing compound within 1 hour of finishing.
5 Bose asphalt to be trimmed to ollow for mechanical compaction of HL3 filler (min. 300mm).
6 Stage 1 to be flushed with water just prior to stage 2 application.
7 Excess concrete to be removed immediately at time of pouring.
All dlm.nelon. 0,.. In mllllmetre. unl... ofherwl.. noted.
Serrices De arbnenl
-...
Cia .
on
En
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- ....
STANDARD TWO STAGE CURB AND GUTTER
C-304
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--71
;/1
~ SlW'ED AREA
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CURIl ENDS.1O BE MAll[ \IERI1CAI. (FWSH)
AT liME Of' P'O(.RNG. lOP CURS TO BE
-'UCNED ACCURAlaY WITH BASE CURS.
1.2m
RJl.L 00'lH
EXPANSION JOINT
:.
,.
.,
-....
:~.
M TOP NfO :~
BCJT'It)W ROWS ONLY
(.....UFAClURfR'S SEAlNIT TAPE ,,'
BEIWEEH ROWS) ~~
'i
';".
SECTION B-B
NOTES
1 For grate specifications see OPSD 400.010.
2 Stage I - temporary asphalt filler around catch basin including full curb.
3 Stage II - remove asphalt filler and complete curb in one pour.
Mu
-
All dlmen"on. are In mllUm.tn. unl... ofherwl.. noted.
Sernces De arbnent
_NO.
--
-
--
-. ZOO4
CURB AND GUTTER DETAIL
AT CATCH BASIN
~:
.
~~
C-30S
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W\XtMUM SP.-cIfG OF 30m 8EIWEEN EXPANSION ~
JOtNTS AND WHERE $IDEWMJ< 1.BUIS N<< RIGID
STRucruRE
- -
b~
1.5
~I
1.B
CONCRm
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COIlP.<cml ....lIVE ....lERIAL
(SEE IIOltS 1 .<NO 2)
~
JOmm
150mm AT DRIVEWAYS
l::IQIES
1 Use 100mm compacted granular 'A' if native material is deemed unacceptable by the Municipality.
2 Subgrade materiol to be well compacted. then dampened immediately prior to pouring sidewalk.
3 Concrete shall conform to OPSS specifications (30MPa, 7" ~1.5" air).
4 Curing compound to be sprayed on sidewalk within 1 hour of finishing.
5 Expansion joints to be be placed full depth of sidewalk.
6 Contraction joints to be 25" of full depth of sidewalk.
7 Surfoce of sidewalk to have a broam finish.
All dlm.nalon. an In metrn unl... otherwl.. noted.
Clarin n
Sernces De arbnent
_NO.
-.....
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STANDARD CONCRETE
C-307
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e e
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N01E 4
PIPE COllPUNC
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fUU. I.DlG1H OF VI:
OR P\IC SIlR 28
fA' _ MIN. 7S mm. MAX. 125 mrn 08VERT to OB'<<RT
'B' - MAX. 300 rrm 08YERT 10 OBYERT
CONECl1ON
IN\IERT
SEWERloWN
SANITARY SEWER HOUSE CONNECTIONS
'TNoIPlN" EXPNlSIOtI
NICHOll .
INSIDE CIRCUIEERENCE
Of PIPE
CUT OPENINC
MORTAR ON SAnDI ~ FOR CONCRETE
MAINS OVER 450 mm DIAMETER
A A
L-o--1
TOP VIEW
ST~ IF{ RINC SDI. H:CORlltNG 10
srm. NUT lINIUF.-cnJRERS
_ SPECF1CA11OIl
WASHER
-~ srm.
SECTION 'A A' ~
;I
NOTES:
1. II NEW SUBOMSIONS 1HE _ SEllER NIl WAlER SEIMCE
CONNECIIONS __ SIW.l. BE INSWUD II SEPNWE TRENCHES.
II CASES WHERE THE _tE 11lENCH IICSTAl.IAllON IS
NOT PIWlIICAl. __ SEllER NIl WAlER SEIMCE CONNECIIOlIS
!lAY BE INSWUD II A COIIIION 11lENCH IS PER DErAIl. '1.'.
2. II NEW SUBOMSIONS AU. COIINECl1ONS 10 1HE SEWERS __ 10
BE IIADE WIIK A F~ lINIUFAClURED T. RlR CONNECIIOlIS
10 ElCISl1IC _ SEWERS. OIHER 1IWl P\IC A SAllIlIE
CONNECIION MAY BE USED. 1I0RWHlN SoIllOUS SIW.l. BE USED
ON CONCREIE PIPE GREATER 1IWl _ mm DWolElER.
CONNECIIOlIS 10 ElCISI1NG P\IC SEWERS __ SIW.l. BE IIADE WIIH
A F~ IWlUFAClURED tEE OR NI H'PRO\IED SAOOL.E.
CONNECIIONS 10 ElCISI1NG oUI.S. 1RUSS PIPE __ SIW.l. BE IoWlE WIIH
A SOLVENT WEUlEIl SAOOL.E.
3. 45" ~ ON SoIIlOl.E SIW.l. BE USED ON SEWERS OIHER 1IWl
P\IC PIPE. WHEN 1A1EJW. ..,.....cl~ SEllER _ AT NI
.ICUTE NlGlE.
4. THE SEWER CONNECl1ON SIW.l. BE lMl fROII THE IIAIN 10 1.5 m
_ 1HE ............ UNE II NEW SUllOMSIONS ONLY.
50 1HE END OF AU. SEWER PIPE SIW.l. BE IW:lINEIl. AU. CUl11NG -
IW:HIlE SIWL BE ClONE BY CONlRAC1OIl.
6. A COUPUNG SIW.l. BE IlSTAUm ta IlDIl END NIl SIW.l. BE
PI.lIllGEIl USING A WA1ER lIGHT PLUG.
7. 0Ef1.ECll0NS OF PIPE AT JOIIITS IS NOT 10 EXCEED '1li mm
LE.: lSOmm _ IlEFLECIION RlR A 3 m UNG1H OF
. ,I\Q CEMENI' PIPE
75 mm.1lAlCIIIUII IlEFLECIION RlR 1.8 m I.DlG1H Of
\'EIRI'1ED QAY PIPE
6. PIPE COUPUNG SIW.l. BE 'RINC-lIIE" OR EQl.IIlMUM". P\IC SIW.l. BE
BELL NIl SPIGOT oIOINT.
t. REFER 10 SID. 5-401 FOR BEIlOlHG AEQUIREIIENlS.
10. WHEN _-ON SoIllOUS __ USED. A IW:HIlE CUT 0l'ENIIG IS
SIW.l. BE IIADE II 1HE __ SEWER WIIK A CORING IIoIlH'E
FlNISHEIl GIWJE
d - YN. 75 mm. DEPTH OF
BEIlOlHG IIEUlW PIPE.
Be - 0UIsmE DI.WEIER
ad _ .......... WIJIH OF
11lENCH
_ Be + 100 mm WITH ....
OF 100 mm OR Be +
WKJIHOFSHORIlC+
lIOO mm
DETAIL A'
COMMON TRENCH DETAIL
OIIQ. DAtE: IIll1 04
_ NO.: t
REV. DAtE: Il102 10
IlW.EI NoT.&.
SANITARY SEWER HOUSE CONNECTIONS
AND SADDLES
(100 mm & 150 mm PIPE)
8-301
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----r--- i p==1K*=:T-r-
i 75 mm MAX.. DEF'lLCllON FOR E.VERY ~
Ilt) 1.8 m I.DfG'TH Of' 1SO mm PtPE AND :J
i 150 mm MAX. DEF1..ECT1ON FOR E.\'ERY
::0 4.0 m LENCmi or 100 mm PIPE
...
o
lYPE 1
~
E
:;j
..~ ...
00+
eoo IllN.
22.5 p,e SWEEP IIENl
fN:TORV UNlUFICl\JRED lEE
IIEIlC>>lC llET.... IS PER 5-40'
IV mm CRUSHER RUN UIlESTllNE TO EXItNO
TO TOP or SWEEP IIENO. SEE NOTE 7.
lYPE :3
NOTES:
.. RISER CONNECI1OHS SIWl. BE USED WHEN _
SEWOt lIEPlIt IS GRfA1al 1IWf 4.0 m.
FROIl ~ ..- EI!.VA11ON 10 1HE OlIN. or _ SEWER,
2. RISER CONNEC11ON T'IPE I NIIJ 3 SIWl. BE USED WHEN
WoII.LS or EXCoWA11OH Nlf. 3S' - 45' FROIl
\/ERI1CH..
3. RISER CONIEl:l1ON T'IPE 2 NIIJ 4 SIWl. BE USED WHEN
WoII.LS or EXCoWA11OH Nlf. 'JJ1 - 3S' _
\/ERI1CH..
4.
1:1
~
E
:;j
45' SWEEP IIENl
IJIOS1'URIlED GROl.tlO
WIN.. 100 nwn
+
8
lYPE2
--,---- C ~ ~:=T-T-
S 75 mm UAX. llEFUClION FOR EVERY !l!
1.8 m LENCmi or .50 mm PIPE _ ::I
150 mm UAX. 0Efl.ECll0N FOR EVERY ~
~ 4.0 m lENG1H or 100 mm PIPE ~
l!; I
...
r'JJ1-3S' .
.
i
E
SEE
NOTE 4
IlEDOINC DETM.
IS PER 5-401
p,e PIPE, SOR 28
45' p,e SWEEP BEND. SOR 28
----1JIDSlUIlIIEIl GROUND
+
eoo ....
IIEIlC>>lC 0ErAL IS PER 5-40'
22.5" p,e SWEEP IIENl
FAC11lRY lWlUFlCIUIlED lEE
IIEDOIHC 0ErAL IS PER 5-40.
IV mm CRUSHER RUN UIIESI1lNE TO EXlENO
TO TOP or SWEEP 1IENl. SEE NOTE 7.
lYPE 4
BE LAO FROM mE MAIN 10 1.6 m BEYOND THE 1'"I'Nn:.I\1' LH
NIIJ Pl.UOllEIl WIllI WA1tRI1Qfl' PI.Ull.
5. NJ. CUI11NQ _ _ SIWl. BE DONE Br 1HE
COIllIW:l1lR.
5. N'f'R(MIl COUPIJNO SIWl. BE USED WHEN CONNECI1ON
IS _ 10 AN ElCIS11NO LAmW..
7. WHEN COHNEl:IlNCl 10 AN ElCISl1NO _ SEWER,
CRUSHER RUN UIlESIOHE IS 10 EXItNO FROIl _
or SEWER TO TOP or SWEEP IIEND.
0'Ml. DAlE: ._ 03
_ NO.: 10
1lEV. DAlE: 2002 10
ICMEl NoT'"
SANITARY SEWER RISER CONNECTIONS FOR
RESIDENTIAL. INDUSTRIAL &; COMMERCIAL
DEVELOPMENTS (1 OOmm AND 150mm PIPE)
8-302
ROAD AU..OWANCE I PfWATE ~
1-__ 3 mi
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Il{!~::;il.!!?{!~~::/1'!/{!;,{!fhf:'t.
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PIC eN'
NOT GLUED
135 mm SUlE 1YPE
VALVE BOX I< ClMR
'V' IllWICH
22.5X IWlIUS BENDS
I SURFACE CLEANOUT
I
I
NOTES:
I.WHEN 1HE a.ENlOUT IS UlCAlED II A _yo A
sr_ VALVE BOX IS REQURD.
:z.1IEDllINCl DEIHL I>S PER $-401.
VALVE BOX FOR PVC
SANITARY SEWER CLEANOUTS
DIIQ. DAm 1178 03
---
IllY. DA'ItI 1002 10
ICMEI NoT'"
8-303
II
I
,
,
I
r- 0.0. + eoo --j
I <- 000) I
I
't~: ~ ~~)'t,,:::.!:-..lt~1:!t~
...:;..'l",;~-:":'''':~''r~'''',,'' "~
tJ.: ,...l....:.:l.. :1::--:, ,'.
.:-..~...'i~..... ':~~-~..~\.-.p
I
r-~ oooecr--,
PlAIN OR REII/fORCED
CONCREJE IIlN. 15 lIPG
I
I
CONCRETE ENCASEMENT
DETAIL
CONCRETE ARCH
om' 1'RFNCH
1 g mm CRUSHER RUN
UWE510NE COlotPACIID
10 1I8 " PROCIllR
DENSlIY
WFT~
HL8 IlUNO OF
CRUSHED Cl.ENl
SlONE
100
-.-
CONCRETE CRADLE
I
I. PYC WAmlIIAIN WAY NOT BE CONCRE1E ENCA5ED.
2. CONCREJE ENCASDlEHl' OF GRA\II1Y __
SEWERS IIUST EXlEND FROII PIPE JOIfT 10
PIPE JOINT.
3. 1IIS DErAIl. APPlJES 10 PflOPOSED PIPINC ONLY.
ClASS A
REINRlRCED Aa - I.QX 4- 4.8
REINRlRCED Aa - 0."" !of- 3.4
PIRl If - 2.8
I
r-O~+~I
nR"f 'TRn.ID4
11 mm CRUSHER RUN
UIIESRlNE COWI\lCIBl
10 1I8 " PROCIOR
DENSlIY
wn' '1RF'NCH
HUl BLEND OF
aIUSHEIl Cl.ENl
SlONE
I
SAND IW:I(fLL COWI\lCIBl
10 _ PROCIOR DENSlIY
SAND IIEIllllNG NIl CXMR
COllPICJEIl IN 150 INn lAlERS
10 _ PROCIOR DENSlIY
I
I
ClASS B
CONCRETE AND CPP PIPE
I
Lf - 1..0
I
r~~ -'f, jor..: oooecr,
t .:.",,:"~.""'-':'... ..''l..:.:'Sl....~.::-.. SAND &IaCfIl.. CClUPICIED ;":"'o."'''';,':'t. .,...."" .~"J...;. T
51! ".;,';.rt"~;:'.;~li~4~~~-.!\r,':', 10 laX PROCroR 0EMSnY ';"~J.;\.-:&t"~<:~J'''i:'';;''' S!
lIS ~--:,~,".r.....,.:.:...,.".:'i .~,..... jl"'.....:.....-~.,~~ P5
t ..~;;.:.,r:,~,~',,::,. .~..!r.1- 18 mm CRU5HER RUN ._t-.!..~:-r\;,"'4'::.r::;;;.;";;~ t
~ ~~ ~
DENSlIY
I
I
I
HUl IIIDIl OF
CRUSHED aEAR
SlONE
.,.~
DRV~
I
I
SANITARY, STORM AND WATER
(MAIN AND SERVICE) TRENCH BEDDING
AND CONCRETE ENCASEMENT DETAILS
DllQ. DAm 1.78 03
-_.
REV. DAm _ 10
ICALEI NoT'"
I
lor..- oooecr,
t
~
100
t
ClASS D
DUCTILE IRON PIPE
LEGEND
0.0. - 0U1SIlE DWotEIIR OF PIPE
4 - LCllOD FACIllR
Aa - - OF SIEEI.
NOTES
1. BEIIllING IlAlERWS 5HALL BE FUU.Y EXIENOED
NIl COIlPo\CIDl _ tRENCH WAU..S.
BEIIllING IlAlERWS 5HALL BE PUaD NIl
COUP J.CI'ED .. 150 nwn I.AYERS.
2. NO IIECHNICN.. COlotlW:I1ON EaUIPIoIENT 5HALL
BE USED ON lOP OF PIPE PRIOR 10 PUClNO
A IlINIUUII OF 300 own CCMIl.
3. PIPE 5HALL BE IIEDDm 10 PflOPOSED UNE
NIl ClWlE WITH UNFllRII NIl CONl1NUOUS
SUPPORr FROII IIEJlIllNO. IIUlCl<INO WITH Nt(
HoIRD ll8J[CT 5HALL NOT BE USED 10 8RlNO
1HE PIPE 10 CllWlE.
8-401
WA 1ERIlAIN
\ mm WAtER seMCE
- P'
\~~
MAIN SlCP
. Al'PIIO'<<D
SAllOl.E
~
~
seMCE BOX
RES1RAINEIl
PUJC
o~ -'
WA~~ \~~
MAIN SlOP
.-
SAllOl.E
Ie mm CLEAR alUSHED SlllNE
50 11Im x 150 11Im X 300 awn
CfDAR IILOQ(
50 mm BLOWOFF
WA1ERIlAIN
SER\lCE BOX
T
2
!:!
::IE
~
~
GAlE VALlot: . BOX
AS PER 5-408
19 mm BLOWOFF FOR 100 mm
19 mm & 50 mm BLOWOFF
"lllP SEC110N
VALlot: BOX
(135 mm SUOE T'/l'E)
l50mmCXlPPfR
IIlUE PAINlED
l.OCA1lON STAI<E
alIIlP
lOP SEC110N
- VALlot: BOX
18 mm COPPER
NOTE:
CA1HOCMC nNIU.rltOrC.
IIOIIllNCl CMIlL Nf)
1IW:EIl WIRE SIWJ. BE
AS PER _ s-GI.
OliO. DAlE: 1_ II
_ IlOJ 2
1lEV. DAm 2002 10
ICAl.El N. T.a.
8-406
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13 mm ROUND
HOLE IlllH
GROIIllET
135 mm SUOE TYPE
VJLVE BOX a: COVER
lRACER IllRE
GRADE
E'"
o\!!
NO
~Z
2 III
EXTENSION (AS REQUIRED)
so mm 0PEAA1IHC "'"
OPEN 10 ID'T
GUIlE PlAlE
NON-RISING SlElI
1lW:ER WIRE COIlNEClED
10GEIHER USING A SPUr
IlOl.T , 10 CONNECIOR.
SPUT lIOI.T SHALL BE
-..ED IN EJ..ECIRICAL
PIITlY.
....1EIlIotAIN
It mm
RUN LlIlESIlH:
SUDE lYPE
EXTENSION SlElI SHALL BE
FASIEIlEIl 10 0PERA1INC
"'" Ill1H 2 SET salEWS
F1N1SHED
GRADE
E"
o\!!
NO
~Z
21ll
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\
l
\
\
\
\
\
\
I
r:{ ....:.;:
. .'
. ~J:. :-.:-..
:;...: ':.':':
,',<( If"
L_-1
5.4 .. ZINC _
SOt.I) ~IIC. aoac
150 mm 11: 150 mm 11: 300 mm
Llso-1
NOTES
I. VJLVE BOX SHALL BE ADEClUAlELV IIRACED ..u: BAOCFUJNC
ANO MUST REllAIN PlJJIl8.
2. VJLVE BOX EX1ENliION SHALL BE USED ONLY F REQUAED.
3. IURR 10 -sTANllMD liI'EDf1CAllONS fllR 1HE CONSIRUC11ON
Of' ....1ERIlAINS" FOR Pl.ACEIIENT Of' _ STN<ES.
4. VJLVE SHALL BE COIIPl.E1ELV ILIa<FIJSl _111 II mm
atUSHER RUN \JIIES'\llNE.
15. WHEN 1HE DEP1H Of' 1HE 0PERA1INC "'" IS CREA1tR
lHAN 2.0 m IIELOW f1NISHEI) GRADE AN EXTENSION
SlElI SHALL BE USED.
15. ALL _ VJLYES INSTAIUII ON P'fC ....1EIlIotAIN SHALL BE
RES1RMIED AS PER s-433, UILESS 01HER1ISE HOlm.
7. F Vl\LVE BOX IS LOCAlUllN A ClRAIIO. NIV.,
A 1.0 m . 1.0 m _T COLI.AR SHALL BE INSTAU.ED.
;I
15. lRACER 'MRE COATED. 7 SlRANO,
12 CUACE 1W7S. 1WU7S OR
RWIIOllIPE _ RAlUl AT llINUS 40" C.
I, 1RAaR _RE SHALL BE INSTALLED
0U1SlDE VJLVE BOX AND BROUCHT
INto UPPER SEC110N _ 13 mm
ROUND Ha.E ANO I..OOPBl AT lOP.
LOCP SHALL BE --.. 4IlO mm IN LEIlC1H.
10. 1RAaR lIRE SHALL BE INSTALLED IN ALL
P.V.c. ANO C.PJ'. IIAIN UNE VN..VE BOXES.
II. CATHOllIC _lION, _ CABlE ANO nw:ER WIRE
SlW.l. BE AS PER S-435, _.
100 mm TO 400 mm GATE VALVE,
VALVE BOX AND TRACER WIRE
ARRANGEMENT FOR PVC OR CPP WATERMAlN
owo. OAm IIItI \I
_ NO.1 13
IIEV. OAm 2002 10
ICW.El NoT'"
8-408
WRAP 1RN:ER WIRE
ONCE AROUND
H\'llfWIT BARRIl.
1RN:ER WIRE lXWED
7 SIRAIIl 12 _
1W7S, 1WU7S OR
RW 1IO lCI.PE WIRE
RAmI liT IINlS 4O'C
1. own CllUSHER RUN
1.AEStOtE tOIIfJ_I~
1ll _ PlIIlC1llR
IlENSIlY
~ H\'llfWIT
IT
~ ~
iL
.
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.
I
NOTES
ATTACH 1RACE WIRE
UP 1HROUGH SPUT
RING N<<l F~
f.!~
li
l
~i
h
III~
~
ADJUSTAI!l.E VALlIE BOX SHAU. BE
SET FWSH WI1lI f1NlSHE]) GRADE
115O own GATE VN.IIE
115O mm
I"/C PIPE
1RACER WIRES. ~ICU 10GEIHER
USING A SPUT IIOl.T . 10 CONNECIllIl
SPUT IIOl.T SHAU. II€ WIW'PEII IN
EI..EC1RICN. PUl1Y
tii
.-rs SHAU. BE IolECWllICAILY
AE:S1'IWNEIl IS PER s-4J3
~ BLOCK
IIN. 1000 le1l. 115O . JOO
1. own CllUSHER RIM
LIIESIIlNE COIlPlOC\ED
11) _ PRClCRIR
IlENSIlY
_1_
1. JOIfl'S StW.L BE UECK~Y .~,:n..\MlI[I).
2. IlEDOINC IS PER $-401.
3. H\'llfWIT EXlOlSIOIlS SHAU. BE IIISTAUDl AT BCII1IlIol OF --
4. NICHOR 1fE. ViUE Ie H\'llfWIT StW..I. BE COMP\.ElB.Y IIIoCl<FUED
WI1lI 1. own CllUSHER RUN UIIES\ONE.
5. F H\'llfWIT IlElIURES N:X:DlS ,\CROSS Dl\Qt, INSW.IA1IllN SHAU.
BE IS PER $-4Z8.
5. 1RN:ER _ COAml. 7 SI1W4D. 12 _ 1W7ll. 1W\m OR
RW 1IO lCI.PE _ RAlOl IiI -.JS 4O'C.
7. TRACER WIRE SIWJ. BE IN$TJUED liT N.l. H\'llfWIT I.OQ\11OICS.
a. CAlHCOC .............on. IIONIlINC CAIIl.E NCl TRACER WIRE SIW.L BE IS PER S-43$, S-431.
HYDRANT ASSEMBLY WITH
MECHANICALLY RESTRAINED JOINTS
owo. 0A1El 11711 03
__11
RlV. 0A1El _ 10
ICAIZl 11.,'"
8-409
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VALVE SHALL BE
OPERATED BY REGlONAL
PEIlSONNEl. ONLY
PROPOSED WAm\WNN
EXISTJ:lG WAllJlMAIN
rMIl SOO
WUOOi
19 mm _ SlOP SHALL BE
IlEIlO\IED AND REJ'Lo\aIl
WllH " 19 mm BRASS PWC
N1[R TESl1IlG w.s SEEN
CXlIIPl.EIUl
COPPER CC_1 r.c.~
JOINT 'Jl) IoW.E LP.T.
COUPUNC
.
~
~~
19 mm TII'E "K"
COI'PER
18 mm at.CKfLOW PRE.VENTER
19 mm CURB SlOP .....Y BE
OPERATED BY 1llE COH'IRIoCIllR
NOTES
1. 1REHCH SHALL BE u:n OPEN AND FENCED IN
ACOOfllWIC[ WllH WEIY REll\JIA1lONS.
2. INSUlATION Of WA_ BY-PASS RfllUIlEIl
DURINC FREEZING CONOIlIOIIS.
19 mm TEST POINT BY-PASS
owa. DAlE: ,_ OJ
_ IlOJ 4
1lEV. DAlE: 1002 10
ICAEl NoT'"
8-429
I. AU. JOINTS ENCOUN1EIlaJ WlIH'" 1HE SPEClF1ED
RES1RAINING IDIGlH "I." SIWJ.. lIE IlfS1RMIED
ON E:N::H SIDE OF 1HE FITT1NG.
2. GIWIUlNl 1HRUST lll.OCKS SIWJ.. lIE F\JU.Y
EXTENDED AND COUPH:TED AGAINST TRENCH ~
3. F 1HE IIEARlNC CN'1afY OF TRENCH lIED
RESlSTINC DOWNWARD 1HRUST IS USS 11WI
100 KN/m2. QEAR SlONE FOUNIIo\11ON SIWJ..
BE PROVIDED I>S DtRECI"ED BY 1HE ENCINEIR.
4. WHDl RmNCS ME PARIW.l.Y OR F\JU.Y fJ<POSfJ)
UNDER PRESSURE. AU. JOINTS 1IUST BE RESTRAINED.
S. AU. RmNC JOINTS SIWJ.. BE RESTRAINEIl IN E'Nl1H
fll APPl.ICATlONS.
G. CA1HOOIC PROIEC;lIuN. IlONOINC CABLE HID 1RACER WIRE
SIWJ.. BE I>S PER 5-43S, 5-43ll.
11.25"
22.S'
4S"
90'
~~;-i'..;:}~ ~
!.~:~~: ;.~: 0.0.
.....~~.'Vl.
"".. .........
SECTION C-C
UPWARD THRUST
TABLE NO. 1
IIINIIMI DIMENSlON RlR
CIWlUlAA 1HR\JST lll.OCKS
PIPE IlWolEIER (mm)
lQOaol5O 200 300
400 SOO SOO
400 SOO SOO
4SO SSG sso
SOO 700 SSO
400
700
700
7SO
950
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ITRENCH WIDTH I
. ... "':l!
19 mm CRUSHER RUN ....~.':.:.;,; ~:. :.. 'I... MlN.. 300
UNESTONE COt.CPACTED . -'.."! .... :....;_,
TO 98 X OF PROCTOR I ;:/~!;.~.. 0.0.
0ENSfIY. --1..- -. ..'-~.. ..
.", ...~'.. ....u 300
~ ...',-~
75
SECTION A-A
HORIZONTAL DEFLEvTlON
RES1RAINED JOINT DETAIl
I>S PER 5-433
B~
TRENCH WIDTH
TRENCH WID11l
19 mm CRUSHER RUN
.lIotESTONE COIotPAClED
1 98 X Of" PROCTOR
.;NSIIY
I
g~~:..;; j~.D.
....:.~..-:....
.....~ -:; h',.... t'. 150
-. ~ f
19 mm CRUSHER RUN
UIoIESTONE COUPH:TED
TO 98 X Of"
PROCTOR DENSIlY
.
Cl.E'oR SIllNE FtlIINIIo\11ON
I>S REQU1REIl
SEE NOJE 3
VERTICAL DEFLECTION
SECTION B-B
DOWNWARD THRUST
NOTES
DEf1..
ANCI.E
TABLE NO. 2
IoIINIIMl RES1RAINlNC lENC1H m
\IER11CAL DEFI.EC11ON HORlZONToII.
~ DOWNWARD 1HR\JST UPWNlO THRUST DEFI.EC11ON
<mm) 11.2 228 4S" II. 22.5' 4S" II 22.S' 4S'
lQOao15O 1.5 2.8 4.9 4.9 7.5 10.1 1.5 2.8 4.9
200 2.0 3.7 G.3 G.3 9.G 13.1 2.0 3.7 G.3
300 2.8 S.2 9.0 8.8 13.4 18.3 2.8 ll.2 9.0
400 3.G G.7 11.G 11.2 17.2 23.7 3.G 11.7 IU
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"I."
90'
11.1
10.5
14.9
19.3
o
DWO. DAlE: 19lI1 11
RE\'lSION NO.: 4
REV. DAlE: 2003 oe
SCALE: H.T.S.
JOINT RESTRAINING LENGTH
FOR PVC PIPE
(IN COMBINATION WITH GRANULAR THRUST BLOCK)
8-431
GRANUlAR 1llRUST BLOCK
19 mm CRUSHER RUN
UI.IESTONE COIM'.oICTED TO
98 X PROCTOR DENSITY.
~F
-~
MEClWjICAl. JOINT eN'
NOlSTURBED GROUNO
JOO
.D.
JOO
ElEVATION
DEAD ENDS
~nl
'to
GRANUlAR THRUST BlOCK
19 mm CRUSHER RUN
lAlESfONE COIM'N:lED TO
98 X PROCTOR llENSI1Y.
'to
~ ".."...
~. .<Co
______ UNOlSllJRllEll___________ aEVATlON
:il ~ GROUND
-'"
L!t~
~
I
-
RESTRAINED TEE
q
TRENCH WIDTH
WHERE PIPE IS 'TWO SIZES lAAGER OR
MORE 10 REDUCm PIPE.
Lo. JOO . 10 150 .
20D . 10 100 .
RESTRAINED REDUCER
PLAN
'to
GRANUlAR 1llRUST BLOCK
19 mm CRUSHER RUN
UIIESlDNE COIM'N:lED 10
98 X PROCTOR lIENSIlY.
UNIlISTUR8EIl GROUND
JOO
JOO
aEVATlON
~CH WIDTH
PLAN
PLUGGED CROSS
J. GRANUINl 1llRUST Ill.OCl<S SHAU.. BE ENCI.OSEIl WITH
FllTER FABRIC F GROUND WATER TAIILE IS _ THE
TRENCH BED OR F GROUND WATER IS SEEPINO
THROUGH TRENCH WALLS.
4. WHEN F1T11NOS ME PNllW.l.Y OR FUlLY EXPOSED
UNDER PRESSURE, lIU. .KlIN1S MUST BE RE51lWNED.
5. M. ~= SlWJ. BE RE51lWNED .. rNmi
8.CAlHODIC PROTECI1ON. IlDNlltNC CABUE NIl) 1RACER
WIRE SlWJ. BE /oS PER s-435, $-439.
7.lIU. SlOES SlWJ. BE RESllWNED FOR .. LINE TEES.
MENSIONS ..
PIPE
IlI.4..
1001<150
20D
JOO
40D
l.lIU. JOtNTS ENCOUNrolED WITHIN THE SPECIf1ED
RE51lWNING I.ENGlli 'to SHAU.. BE RESlRAlNED FROIoI
THE ARST JOINT ON F1TI1NG.
2. GRANUlAA THRUST BLOCKS SHAU.. BE FUlLY EXTENDED
AND COMP.oICTED AGAINST TRENCH WlIU.$. F 1RENCH
WALl ME SATURATED OR DISTURBED, SPECW. DESIGN
DErAILS OF THRUST RESTRAINT SHAU.. BE PROIIIIlED BY
. THE ENGINEER FOR RE\'lEW BY THE REGION.
THRUST BLOCK FOR PVC WATERMAlNS
FOR HYDRANT RUNOUTS. TEES
AND DEAD ENDS
'to MIN. RE51lWNlNG
I.ENGlli (m)
15.2
111.8
27.7
38.3
o
Dwo. DATE: 111111 11
RE\lSION NO.: 8
REV. DATE: 2003 08
SCH.E: N. T.$.
8-433
?l,1
~
~,~
pill
NOTES
1. _ SlW..L lIE P\JlCEIlIJ lEAS1' 1.0 m _ FROIl
THE WAltR SYSIOl N'I'IJIl1UWlC[S IHO IS IlEEI' IS
tHE IlO!1tlU Of" THE N'PIJRlDWlC[S. ~ lllSl'NlCE
IIElWEEN NlOOES SlW..L lIE 1.0 In.
2. AU. IIOHDINC IHO _ CASU: CONNECllONS SlW..L lIE
_ WWlED. AU. 1HEAIlITE WEIJ) CONNEClIOHS SlW..L
lIE CCW'ED Wllll Nt ~ COA11NC IIA1UllAL
J. IIOHDINC CAIIl.E SlW..L lIE NO. e. $f.Wl SlIWID
COAlED COPPER WIRE, CAIMeJlEIl 10 FITT1NOS.
4. &.4 ... ZINC _ SlW..L lIE SUPPUED IHO INSrAlLEIl II
"_~8YTHE_FtlRE.'ttR'I
1000 m Of" TRACER WIlE IIST~
5. _ _ CAIll.ES SIW.lIIE Ill.UE IHO
ZINC _ CAIll.ES SlW..L lIE IlHITE.
~.
~:JF
6~'"
1!;D 011->1-
~~I€~.
~fIo
~
~:Jt
~
~:Jt
~
~
~
_6:
~~ ".,.
iii
CATHODIC PROTECTION / BONDING
CABLE / TRACER WIRE
FOR PVC AND CPP WATERMAlN SYSTEMS
~~
/I~
0lIQ. DAlE: IIl11 04
~ NO.1 .
AEV. 1Io\lE: _ 10
ICME: II. T,I,
8-435
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~/1
~
~:JF
~
~
f>
~
~:,>
NOTES
I. N<<lIlE.SIWJ. BE ~ AT LEAS1" 1.0 m _V FROII
THE FITlHl _ IlELOW OR LEVEL WI1Il -
--.. ocsrNICE IlElWEEN _ SIW.L BE 1.0 m.
2. AlL IIONIlINQ _ N<<lIlE CAIlIL CONNECl1OIlS SIWJ. BE
1HEIU1E 1lEIJlED. AU. THERloIITE IlWl COIHC11ONS SIW.L
BE CCWED WI1Il HI APPfI(M]) OOAllNO IIAmlIoIL
~. IlOIIlIHO CASU: SIWJ. BE NO. .. SE'IOI Sl1IAHD
CCWED COPPER WIRE, CADWELllED 10 f1T11NlS.
4. _ SIW.L BE ~ IlELOW OR LEVEL 'MTK WA'IEIlIIMl.
5. _ N<<lIlE eMUS SIW.L BE IIUJE -
ZIHC N<<lIlE eMUS SIW.L BE WIllE.
owo. DAlE: 1181 11
. _NO.1 a
CATHODIC PROTECTION / BONDING CABLE PLY. DAlE: lOO2 10
ICALD N.T'"
FOR EXISTING FERROUS WATERMAlN SYSTEMS 8-439
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2005-3
GEOTECHNICAL INVESTIGATION
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MAY 11-2004 08:23
GEO LOGIC
347 PIDO ROAD, UNIT #29
P.O. BOX 694
PETERBOROUGH, ONTARIO K9! 6Z8
tel: (705) 749-3317
lax: (705) 749-9248
email: peterborough@geo-logic.ca
FAX TRANSMISSION
ATTENTION: . Mr. Roy Kempton, P.Eng.
COMPANY NAME: Totten Sims Hubicki Associates
ADDRESS: Cobourg, Ontario
FAX NUMBER: (905) 372-3621
DATE: May 11,2004
OUR PROJECT NO.: 04-G-I04
PAGES (INCLUDING COVER PAGE): 1 ORIGINALS MAILED? YES:
re: Geotechnical Engineering Review - Hunt Street Reconstruction - Bowmanville, Ontario
NO: X
Dear Me. Kempton,
As requested hy yourself, this facsimile presents our comments and recommendations regarding earthwork
construction aspects for the proposed reconstruction of Hunt Street in Bowmanville, Ontario. Geo-Logic Inc.
performed a geotechnical investigation for this project, which is summarized in our letter report entitled
"Geotechnical Investigation Letter Report - Hunt Street Reconstruction - Municipality of Clarington -
Bowmanville, Ontario", dated April 19, 2004. During phone conversations between yourself and the undersigned,
TSH has voiced concern regarding stability of the existing soils forming the trench walls during installation of the
deep services, the effect that their potential instability may have on the surrounding service and road structures, and
methods to minimize or eliminate lateral movement of the soil around the trenches.
Caving-in of boreholes drilled for our geotechnical investigation on Hunt Street ranged in depth from approximately
2.1 to 4.5 metres below existing grade (mbeg). !'rom a typical section included with your transmittal dated May 3,
2004, it is understood that the watermain, storm sewer, and sanitary sewer shall be installed at approximate depths of
2.4m, 4.0 to 5.Om, and 5.0 to 6.Om, respectively. It is also understood that this section of Hunt Street shall be
reconstructed to urban standards.
Based on the soil conditions encountered, and the depth of services being installed, it is recommended that
appropriate shoring using either trench boxes or sheet piling be utilized, and that the contractor be made aware of the
potential subsurface conditions. Emphasis must be placed on the contractor using a "best-practices" approach
throughou~ with monitoring of the adjacent ground, exposed soils, and existing services. Should the monitoring
notice any lateral movement of soil or subsidence of the surrounding ground, adequate remedial measures must be
laken.
It is understood lhattest pits shall be excavated at key locations of this project site either prior to or during the
tendering phase. Contractors should be required to attend in order to allow them to make their own conclusions as
to the construction requirements. In addition, a representative of Geo-Logic Inc. should be present to observe and
verity the subsurface conditions. This will allow further assessment of the conditions with respect to potential
excavation collapse, and the requirements to minimize or eliminate it.
Please do not hesitate to contact our office should you have any questions or concerns regarding any aspect of this
document. and any accompanying documents.
;,~~ar)
b
Gamet Brenchley, P.Eng.
Project Engineer
SOILS INVESTIGATIONS
MA TERlALS TESTING
HYDROGEOLOGY
TOTAL P.OI
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Source:
Totten Sims Hubicki and Associates drawing
emailed to Geo-Logic Inc. on April 14,2004.
l,
W
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BASELINE
R 0 AD
QVOll lNI,3S
BOREHOLE LOCATION PLAN Date:
Scale
OIlOT/fCHNlCAL 1NJ'IlST/0A770N lEI7IlR R.BPOIlT
HUNT IfT7/1I1IT IIJICONnRUCTION Project No.:
utlNIctPAUTY OFCUlUNfJ7'ON
BOWUCWJUJI. ONTARJO Plate No.:
April, 2004
1: 1,000
04-G-I04
.,.
la
347 PIDO ROAD, UNIT 28. P.O. BOX 694
PETERBOROUGH, ON K9J 6Z8
f,.,~f' fWC""''''''' MMIL~""-.no,.....".,...
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Source:
Totten Sims Hubicki and Associates drawing
emailed to Geo-Logic Inc. on April 14,2004.
\
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,II \.
-
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BOREHOLE LOCATION PLAN Date:
Scale
Apri~ 2004
1: 1,000
04.0-104
Ib
080TI1CHN1C<L1NJIBST/OATlON urrTBR RHPORT
HUNT m<JlET' JUICON$TRUC17ON Project No.:
MUNIClPAU77 OFCUJUNOTON
BOWUtNY/UJ{, owr.wo Plate No.:
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II
347 P1DO ROAD. UNIT 21, P.O. BOX:l9
PETfRBOROUGH, ON K9J 6Z8
11OIJ,..u.7 ~t1OII,.". PMl..Al.l -A .
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~
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1-
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+
-?
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BOREHOLE LOCATION PLAN Date:
Scale
OB07'BC1lN1ClLINl'llSTlOA170N LE17B1l RBI'ORT
HUNI' IfTIl6BT RBCONmlUCTlON Project No.:
IilJN1ctPAUTY OI'ClAI/NOTON
BOWMANI'1U8. ONTARIO Plate No.:
April, 2004
I: 1,000
04-0-104
347 PIOO ROAD, UNIT 29, P.O. BOX 694
PfTERBOROUGH, ON K9J 6ZB
""" HI4:IIf1 ~f"", ,..... PMl.~""""""""",."
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Source:
Totten Sims Hubicki and Associates drawing
emailed to Goo-Logic Inc. on April 14, 2004.
N
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....
...
..
..
~
OBOTlICH1I1C4L1NYB8T1OATlON I8ITT/R REPORT
HUNTSTRJDrTIUlCON8T1UlCTION Project No.:
MUNIC11'AUTr Of'cLA/lJNUTON
BOWUUMUB. ONrAllJO Plale No.:
April, 2004
1 : 1,000
04.0-104
Id
~ I
BOREHOLE LOCATION PLAN Dale:
Scale
347 PlDO ROAD, UNlT28, P.O. BOX 681
PETERBOROUGH, ON KiJ al
f10II '."7 1WC(1YIIJ"'" -- .... JIO'~J IlJ.."
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BASELINE
---~
ROAD
~\
0'lQ1:I
BH-l
BH-16
Source:
Totten Sims Hubicki and Associates drawing
emailed to Goo-Logic Inc. on April 14, 2004.
~
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" II
/ /
/ /
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BH-17
~
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~ ~
BH-18
~
BOREHOLE LOCATION PLAN Date:
Scale
<HJm7lCHNlClLINY11S17OATlON LB1T111/. RJlPORT
HUNT STRIIIrT fUlC(JIm"RUcrlON Project No.:
MUNlClP'AUfY OPCURINOTON
BOWUfMlTllll. ONTARJO Plate No.:
N
April, 2004
1 : 1,000
04-G-I04
..
ur P100 RON), UNIT 2D, P.O. BOX 6e4
PETERBOROUGH, ON KeJ 6Z8
Ie
"",,...nf' ,A1I.""'''''''' aw.....l 40J ,',)
Open borehole remained
dry throughout drilling
operations
2
3 4
4
5
6
5
Borehole terminated
7
37.
Borehole caved-in at about
4.3m depth
4 AS na
Elevation 1m): Existing grade
GeologlstlTechnologlst: Dale Manley
Completion Depth 1m): 5.0
Drilling Company: Tri-Aqua Drilling
Date of Bortng: March 26, 2004
Drilling/Sampling Equipment: Solid stem augers / Split spoon sample
Plate No.: 2
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Project No: 04-G-104
Project: Hunt Street Reconstruction
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J-6Z8
Log of Borehole: BH-2
Location: Bowmanville, Ontario
SUBSURFACE PROFILE SAMPLE Moisture Content l'!
- -Moisture Content %. ..
e
z_ 10 20 30 40 ~
.... OE 0: w $ REMARKS
0 DESCRIPTION i=;; w :> Standard Penetration Index "
J: E
.... a> ~.... a> w .... 0
a. ::;; wa. ::;; a. ~ .. N in blows/0.3m .. ~
w >- ....w :> f: 20 40 60 80
e '" we z z ii:
ft _mO Ground Surface
)-: ~ ASPHALT (SOmm) U.U
1': ~ \Surface Treatment /
: ~ EARTH FILL 4.0
~.: Black I brown mottled Clayey Sand 1 AS na ~
- - with Gravel and trace Silt, some
- :x Organics throughout, moist, loose
I':
'- -1 ' , SIL TY SAND U..
I': :~- '.~ Brown Silty Sand with trace Clay, 17.
.: ':', 2 AS
., ~ fine-grained, moist, loose to compact n.
': ' :-.
.,.';
;': .: ,",
- SIL T and CLA Y 1..
,.: Brown Silt and Clay, moist, stiff
: -2
'-
:
1-:
-
J-:
- -3
)-
-
'-:
-
~-:
I': -4 ~.8
':
,.: 3 AS n.
':
i': Open borehole remained
- dry throughout drilling
i- operations
-5 Borehole terminated ..U
'-
-
Elevation (m): Existing grade
GeologlsllTechnologlst: Dale Manley
Completion Depth (m): 5.0
Drilling Company: Tri-Aqua Drilling
Date of Boring: March 26, 2004
Drllllng/Sampllng EquIpment: Solid stem augers I Split spoon sample
Plate No.: 3
I
Log of Borehole: BH-5
Project No: 04-G-104 Geo-Logic Inc.
347 Pido Road, Unit 29
Project: Hunt Street Reconstruction Peterborough, Ontario
K9J-6Z8
Location: Bowmanville, Ontario
SUBSURFACE PROFILE SAMPLE Moisture Content ..
-Moisture Content %- 1ii
e
z_ 10 20 30 40 II
-' OE ~ w REMARKS
~~ "
:J: 0 DESCRIPTION w :J Standard Penetration Index E
Ii: m ~Ii: m w -' 13
:; :; 0- ~ .. N in blowslO.3m ..
w ~ -,w :J ~ 20 40 60 80 "
e we z z ii:
}t~ Ground Surface
ASPHAL T (50mm)
GRANULAR FILL
EARTH FILL 17.
2 Black Sand with Gravel and Organics AS na
throughout, medium- to coarse-
3 grained, moist, loose to compact
1 .. -~ SILTY SAND
.,.-; 26.
" . Brown Silty Sand with trace Clay,
i ., " 2 AS na
, , moist, loose to compact
....;
.. .
; .. "
, ,
-,.';:
. ..
.. .
; " ,"
2 SILT and CLAY
Brown I grey mottled Silt and Clay,
r moist, stiff
l
3 .1
) 3 AS na
J 3
GLACIAL TILL
2 .. Brown Silty Clay with trace Sand,
moist to very moist. compact
3 4
1 .3
i 4 AS na
J Open borehole remained
dry throughout drilling
l operations
5 Borehole terminated
r
Elevation (m): Existing grade GeologlstlTechnologlst: Dale Manley ,
Completion Depth (m): 5.0 Drilling Company: Tri-Aqua Drilling
Date of Boring: March 26, 2004 DrlllinglSampllng Equipment: Solid stem augers I Split spoon sample
Plate No.: 6
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Log of Borehole: BH-6
~
0.
W
"
)ft mo
2
J
;
I
)
Project No: 04-G-104
Project: Hunt Street Reconstruction
Location: Bowmanville, Ontario
SUBSURFACE PROFILE
-'
o
al
::;
>-
VJ
DESCRIPTION
Ground Surface
ASPHAL T (50mm)
GRANULAR FILL
1
EARTH FILL
Black Silly Organics with Gravel and
Sand, loose, moist
SIL T and CLA Y
Brown Silt and Clay, very moist
Brown /light brown mottled, damp,
very stiff, layered
2
3
GLACIAL TILL
.. Grey / brown mottled Silty Clay,
damp to moist, stiff
.. Grey saiidy 'siii 'Wiiti. trace .Clay':",......,
.. compact, moist
4
.. Siliy .Clay.......,.,..........,....,',.,...,...,..
5
Borehole terminated
Elevation (m): Existing grade
Completion Depth (m): 5.2
Date of Boring: March 26, 2004
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J-6Z8
SAMPLE Moisture Content ..
eMoisture Content 0/,- 1;j
"
z_ 10 20 30 40 ~
OE 0:: w .!! REMARKS
i=i' "
w ::> Standard Penetration Index E
;!:... al -'
::; w ;!: . N in blows/O.3m . 0
wo. 0. N
-'w ::> ~ 20 40 60 80 "
w" z z a:
AS ns
2 AS ns
3 SS 19
4 SS 15
5 AS ns
6 SS 22
GeologlstlTechnologlst: Dale Manley
Drilling Company: Tri-Aqua Drilling
Moisture Content = 65.6%
Open borehole remained
dry throughout drilling
operations
DrllllnglSampllng Equipment: Solid stem augers I Split spoon sample
Plate No.: 7
I
Log of Borehole: BH-7
Project No: 04-G-1 04 Goo-Logic Inc.
347 Pido Road, Unit 29
Project: Hunt Street Reconstruction Peterborough, Ontario
K9J-6Z8
Location: Bowmanville, Ontario
SUBSURFACE PROFILE SAMPLE Moisture Content ..
- eMoisture Content 0/" 1;;
0
z_ 10 20 30 40 l;
OE REMARKS
..J i=~ '" w l)
J: 0 DESCRIPTION w ::J Standard Penetration Index E
Ii: m ~Ii: m w ..J 2
~ :; 0.. ~ .. N in blowsto.3m ..
w ~w ::J ~ 20 40 60 80 "
0 en wo z z a:
3ft mO Ground Surface
ASPHAL T (50mm)
GRANULAR FILL 6.7
AS na
2 EARTH FILL
Black Silty Organics with trace Sand
and Gravel, moist,loose
3 SIL T and CLA Y
1
Brown I grey mottled sm and Clay 2.6
4 with trace Gravel and Sand, moist. 2 AS na
compact
5
)
2
7
GLACIAL TILL
3 Brown Silty Clay, moist, compact
~
3 AS na
J 3
I
I
! "Trace'Sand'" .................... ..............
l 4
1 .8
I 4 AS na
; Open borehole remained
dry throughout drilling
operations
5
Borehole terminated
Elevation (m): Existing grade
GeologistlTechnologlst: Dale Manley
Completion Depth (m): 5.0
Drilling Company: Tri-Aqua Drilling
Date of Boring: March 26. 2004
DrllllnglSampllng Equipment: Solid stem augers I Split spoon sample
Plate No.: 8
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Log of Borehole: BH-8
Project No: 04-G-1 04
Project: Hunt Street Reconstruction
Location: Bowmanville, Ontario
SUBSURFACE PROFILE
-'
o
CD
:;;
>-
'"
DESCRIPTION
t
w
e
)~ _mO Ground Surface
~ASPHAL T (60mm)
1 ~ ~ GRANULAR FILL
- 0< EARTH FILL
2~ ~ Black Silty Organics wtlh Sand,
. : ~ moist, loose
J~ 0<
"-1 SILT and CLAY
Brown Silt and Clay, moist, stiff
4-
;-
,-
-2
7-
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J-6Z8
SAMPLE Moisture Content ..
- eMoisture Content 0/.- "'
e
z_ 10 20 30 40 .li
OE '" w
t=~ "
w ::;) Standard Penetration Index E
;l:f- CD -'
:;; w ;l: .. N in blowslO.3m .. 0
wo. a. N
-,w ::;) ~ 20 40 60 80 "
we z z 0:
/ U.U
U.,
u..
24.5
1 AS na
.__.._...._._.....----.._--_...----..._._....._...--._.~
Brown I grey moWed '-0
3-
~-
)_ 3
.1-
I ~I-
~~I-
- .
'l-
I-I- 4 ",,,;]
- "VJ
I~I- ..
-
:~ I
1-5
GLACIAL TILL
.. Brown Silty Clay, moist, compact
Borehole terminated
,-
Elevation (m): Existing grade
Completion Depth (m): 5.0
Date of Boring: March 26, 2004
28.
2 AS na
O.U
17.
3 AS na
O.U
GeologlstlTechnologlst: Dale Manley
Drilling Company: Tri-Aqua Drilling
REMARKS
Open borehole remained
dry throughout drilling
operations
DrllllnglSampllng Equipment: Solid stem augers I Split spoon sample
Plate No.: 9
Log of Borehole: BH-11
Project No: 04-G-1 04 Geo-Logic Inc.
347 Pido Road, Unit 29
Project: Hunt Street Reconstruction Peterborough, Ontario
K9J-6Z8
Location: Bowmanville, Ontario
SUBSURFACE PROFILE SAMPLE Moisture Content $
eMoisture Content 0/" ..
0
z_ 10 20 30 40 ~
-' OE IX: w Jll REMARKS
i=~ ..
J: 0 DESCRIPTION w :::> Standard Penetration Index E
In ~I- In -'
I- W ~ ~ N in blowslO.3m ~ ::l
11. ::;: wll. ::;: 11.
W >- -,w :::> ~ 20 40 60 80 ..
0 (/) wO z z ii:
/t mO Ground Surface
ASPHALT (10mm)
Surface Treatment
GRANULAR FILL (110mm) 7.
AS na
Z SPHAL T (100mm)
GRANULAR FILL
3
1
1 EARTH FILL
Brown Silty Clay with Gravel and 2 AS na
trace Or9anics throughout, moist to
j wet, loose
3
2
7 Borehole caved..;n at about
SANDY SILT 2.1m depth
I Grey Sandy Silt with Gravel, wet,
loose
27.
l 3 AS na
J 3
I S/L T and CLA Y
Grey Silt and Clay, very moist. firm to .6
stiff 4 AS na
4 GLAC/AL T/LL
I Grey Silty Clay, moist, stiff 5 AS
na
Open borehole remained
dry throughout drilling
operations
5
Borehole terminated
Elevation (m): Existing grade
GeologiatITechnologlat: Dale Manley
Completion Depth (m): 5.0
Drilling Company: Tri-Aqua Drilling
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Date of Boring: March 26, 2004
Drilling/Sampling Equipment: Solid stem augers I Split spoon sample
Plate No.: 12
J ~ _mO Ground Surface
'- ~ASPHALT(10mm)
1- GRANULAR FILL (60mm)
Black, trace Asphalt particles
throughout
EARTH FILL
~ Brown I black mottled Silty Sand with / -o:l>
..;>:.~ \trace Organics and Clay, moist, loose/
[ilii CLA YEY SAND
.'1.~. Brown Clayey Sand with Silt and
':J:i' trace Gravel, fine-grained, moist,
~. loose
:~J~~
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?~
--
. :~
3:~ 1
~~~
:~
;-=~
3-
jC
)_~ 3
!~
:
.-
,-=- 4
:
1-=
:
;-
j-
-5
'-
Log of Borehole: BH-12
Project No: 04-G-l04
Project: Hunt Street Reconstruction
Location: Bowmanville, Ontario
SUBSURFACE PROFILE
:J:
6:
w
e
...J
lil DESCRIPTION
::;
>-
'"
SIL T and CLA Y
Grey Silt and Clay, moist, stiff
GLACIAL TILL
.. Grey Silty Clay, moist, compact
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J-6Z8
SAMPLE
-
z_
OE '" w
i=~ w :::>
~I- '" W -'
wo. ::; 0. ~
-,w :::> ~
we z z
Moisture Content
eMoisture Content %-
10 20 30 40
..
1i
e
}j
Standard Penetration Index ~
.. N in blows/0.3m" :::
20 40 60 80 ~
REMARKS
0.0
/
, L
/
14.4
AS
na
15.6
2
AS
na
1lf
H
.9
3 AS na
~.
.......................................................W
: ligh1 grey .
1-
Borehole terminated
Elevation 1m): Existing grade
Completion Depth 1m): 5.0
Date of Boring: March 26, 2004
4
AS
1~.
Watertevel at about 4.2m
depth in open borehole
upon completion of drilling
na
50
GeologlstlTechnologlst: Dale Manley
Drilling Company: Tri-Aqua Drilling
DrllllnglSampllng Equipment: Solid stem augers I Split spoon sample
Plate No.: 13
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Log of Borehole: BH-13
Project No: 04-G-1 04 Gee-Logic Inc.
347 Pido Road, Unit 29
Project: Hunt Street Reconstruction Peterborough, Ontario
K9J-6Z8
Location: Bowmanville, Ontario
SUBSURFACE PROFILE SAMPLE Moisture Content ..
- eMoisture Content %- 1;;
0
z_ 10 20 30 40 .!i
...J OE '" w REMARKS
r=~ "
:I: 0 DESCRIPTION w ::> Standard Penetration Index E
CD ~f- CD ...J
li: ::;; ::;; w ~ .. N in blows/0.3m .. 0
wn. 0. \'l
w > ...Jw ::> ~ 20 40 60 80
0 en wO z z ii:
~ft mO Ground Surface
ASPHAL T (10mm)
Surface Treatment
GRANULAR FILL
2
EARTH FILL AS na !
3 Grey I brown mottled Silty Clay with
1 trace Gravel and Organics, moist,
..Ioose 11.8
................__.........n...........u...__....~
4 Brown Granular Fill with Silt, loose to 2 AS na
compact, moist
5
3 SIL T and CLA Y
2 Grey Silt and Clay, moist, stiff
7 GLACIAL TILL
3 Grey Silty Clay, moist, compact, firm
to stiff
24.7
J 3 AS na
} 3
.......................-.-.......................-.....
Light grey
! Water/evel at about 3.7m
depth in open borehole
4 upon immediate completio
of drilling
1 .5
~ 4 AS na Borehole caved-in at about
4.3m depth
;
5
Borehole terminated
Elevation (m): Existing grade
GeologlstlTechnologlst: Dale Manley
Completion Depth (m): 5.0
Drilling Company: Tri-Aqua Drilling
Date of Boring: March 26, 2004
DrllllnglSampllng Equipment: Solid stem augers I Split spoon sample
Plate No.: 14
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Log of Borehole: BH-14
:I:
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w
o
flm
)-- 0
1-
2~
l~ -1
:
t-
:
;:
:
, I-
':
:1- 2
':1-
:
i~1-
'C
I-
J~
:1-
)~I- 3
~
I':
!~
IC >- 4
1-
jC
j-
1-5
'-
Project No: 04-G-104
Project: Hunt Street Reconstruction
Location: Bowmanville, Ontario
SUBSURFACE PROFILE
-'
o DESCRIPTION
lD
::;;
>-
en
Ground Surface
ASPHAL T (10mm)
. . ~\Surface Treatment ~. o:r
'.\GRANULAR FILL (100mm) .:.:
\'Biack:irace'Asphali' particles'" ....... '-f
\ n... ono. _n_....... .un... .......... onn..... ~
Brown
0.'
EARTH FILL
....Brown Silty Sand with trace Gravel .... 0..
B;:OWii'igre~; ";oi~ed' SfliyC'lay' Wiit;"-
Gravel and Organics throughout, very
moist to wet, loose
GLACIAL TILL
Brown Silty Clay, moist, compact
.........................................................-
: Light grey H
Borehole terminated
Elevation (m): Existing grade
Completion Depth (m): 5.0
Date of Boring: March 26, 2004
SAMPLE
-
z_
OE a:
i=z w
;;1- l:C W
wG.. :::2: a.
-,w ::J >-
we z ....
O.U
v
2
3 AS na
o:rr
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J~Z8
AS
AS
'"
.,
o
i;;
;;
Standard Penetration Index E
& N in blowslO.3m & ~
20 40 60 80 ~
Moisture Content
eMoisture Content %.
10 20 30 40
W
::J
-'
~
z
:2.3
na
na
25.'
+
REMARKS
Borehole caved-in at about
4.1m depth
Open borehole remained
dry throughout drilling
operations
GeologlstITechnologlst: Dale Manley
17.
Drilling Company: Tri-Aqua Drilling
DrllllnglSampllng Equipment: Solid stem augers I Split spoon sample
Plate No.: 15
Log of Borehole: BH-15
Project No: 04-G-l04
Project: Hunt Street Reconstruction
Location: Bowmanville, Ontario
SUBSURFACE PROFILE
J:
l:L
w
e
)ft mo
-'
g DESCRIPTION
::;:
>-
'"
~
Ground Surface
GRANULAR FILL
....~i\l.~!. ~.~~~. ~~.~~.~.~~ .~~~~~~......... ..:
Black, trace Asphalt particles
EARTH FILL
Brown / grey mottled Silty Clay with
Sand and Gravel, moist, loose
SIL T and CLA Y
Brown Slit and Clay with Gravel,
moist, firm
1
~
Brown /Iight brown mottled, with
Sand, layered, moist, very stiff
2
.......................................................
Brown, trace Gravel, moist, compact
3
GLACIAL TILL
Brown Sandy Silt with Clay, moist,
compact
4
. 'Ligi-ii 'grey' Siity '(;jay: iie':;" moisi:....... ...
loose, soft
5
Borehole terminated
Elevation (m): Existing grade
Completion Depth (m): 5.2
Date of Borlng: March 26, 2004
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J-6Z8
SAMPLE
z_
OE
~I
~I-
wo.
-,w
we
'"
W
III
::;:
::>
z
W
0.
~
AS os
2 AS os
3 ss 15
4 As os
5 SS 12
6 AS ns
7 SS 5
Moisture Content
eMoisture Content 0/,.
10 20 30 40
w
::>
-'
~
z
..
;;
e
:;;
;;
Standard Penetration Index E
.. N in blows1O.3m" 2
20 40 60 80 ~
18
1 0
2.8
l;?
,~
i
~,
16.
2 .4
GeologlstlTechnologlst: Dale Manley
Drilling Company: Tri-Aqua Drilling
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REMARKS
Borehole caved in at about
3.3m depth
Waterlevel at about 4.5m
I depth in open borehole
upon immediate completion
of drilling
Drilling/Sampling Equipment: Solid stem augers / Split spoon sample
Plate No.: 16
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Log of Borehole: BH-16
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J-6Z8
Project No: 04-G-104
Project: Hunt Street Reconstruction
Location: Bowmanvilie, Ontario
SUBSURFACE PROFILE
SAMPLE
-
z_
OE 0: w
i=~ w =>
~I- lD W ....
wc. :;; c. ~
....w => ~
WCl Z Z
V.V
1 AS na
Moisture Content
-Moisture Content 'Yo-
10 20 30 40
"
1ii
o
~
1ii
Standard Penetration Index E
.. N in blows/O.3m" ~
20 40 60 80 a:
REMARKS
....
J: 0
~ lD
:;;
W >-
0 Vl
)~ ~
~~
lc ,
'" ..
" ,"
2c ,
DESCRIPTION
Ground Surface
TOPSOIL (150mm)
SILTY SAND
Brown Silty Sand with trace Clay,
fine-grained, moist
SIL T and CLA Y
Brown Silt and Clay with trace Sand,
moist,stiff
, l
2 .1
\2
U..
3c f- 1
4~
:
3"
~:
3"
,:f-2~, CLAY
7 -: ~ /' Brown Clay wilh trace Silt, moist, stiff
:
3':
:
3~
)~ - 3 ~
: '%
i: - .I..""'''';.;,;;;;;...;;;i;;,;............rn- .
:: ~~
-5
7"
:: ~
:~~ 6 ~
!~ ~
;i~ 7
:f-
Borehole caved in at about
0.9m depth
2
AS na
1.a
Waterlevel in open
borehole at about 2.1 m
depth upon immediate
oompletion of drilling
I
r
3
AS na
~4/5
AS na
25.1
.
5
AS na
r.u
Borehole terminated
Elevation (m): Existing grade
GeologlstlTechnologist: Dale Manley
Completion Depth (m): 7.0
Drilling Company: Tri-Aqua Driliing
Date of Boring: March 27, 2004
DrllIInglSampllng Equipment: Solid stem augers I Split spoon sample
Plate No.: 17
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Borehole terminated
Log of Borehole: BH-17
Project No: 04-G-104 Geo-Logic Inc.
347 Pido Road, Unit 29
Project: Hunt Street Reconstruction Peterborough, Ontario
K9J-SZ8
Location: Bowmanville, Ontario
SUBSURFACE PROFILE SAMPLE Moisture Content ~
eMoisture Content %- ...
0
z_ 10 20 30 40 ;;
OE REMARKS
-' ~~ '" w a;
~ 0 DESCRIPTION w ::J Standard Penetration Index E
lD lD -'
:;; >.... :;; w ~ .. N in blowslO .3m .. 0
wo. a. N
w >- -,w ::J ~ 20 40 60 80 "
0 ., wO Z Z ;;:
}l mO Ground Surface
GRANULAR FILL (150mm)
,:.;- SILT and CLA Y (150mm)
'" -~. Brown I grey mottled Silty Clay with AS na
2 " .
.: ",~ Gravel, moist, loose to compact
. ,
3 1 SIL TY SAND
Light brown Sitty Sand, fine-grained 2 .1
~ 2 AS na
SIL T and CLA Y
; Light brown Silt and Clay with trace
Gravel and Sand, stiff, moist
3
2
7 Waterlevel in open
CLAY borehole at about 2.1 m
1 Light brown Clay with trace Silt, depth upon immediate
moist, stiff 28. completion of drilling.
~ 3 AS na Borehole also caved in at
) 3 this approximate depth.
. 'Ve;Y'iiicijsi~' rimi'ici' iiiiil'" n'...' n.... n.. n'
2
1 4
~ 4 AS na
j
3
5
7
1
J 5 AS na
J 6
1 7
Elevation (m): Existing grade
GeologlsUTechnologlst: Dale Manley
Completion Depth (m): 7.0
Drilling Company: Trl-Aqua Drilling
Oete of Boring: March 27, 2004
Orllllng/Sempllng Equipment: Solid stem augers I Split spoon sample
Plate No.: 18
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Project No: 04-G-1 04
Project: Hunt Street Reconstruction
Location: Bowmanville, Ontario
Geo-Logic Inc.
347 Pido Road, Unit 29
Peterborough, Ontario
K9J-6Z8
Log of Borehole: BH-18
SUBSURFACE PROFILE SAMPLE Moisture Content ..
- eMoisture Content %. 0;
e
z_ 10 20 30 40 G;
OE REMARKS
-' i=I' '" w II
:r 0 DESCRIPTION w :;) Standard Penetration Index E
Ii: CD ~I- CD W -' II
::;; wQ. ::;; Q. ~ .. N in blowsfO.3m ..
w >- -'W :;) ~ 20 40 60 80 "
e <J) we z z ii:
It m Ground Surface I, L
O~ 1-0 TOPSOIL (100mm) U.U
1-' 1\ With Sand and Gravel / 4.0
2-' SIL T and CLA Y 1 AS na
Light brown I dark brown mottled Silt
3-' 1-1 and Clay with trace Sand. moist, firm
4-'
5" .. Lighi'brown:ii;;rY'siiii ............. no........ 1.'
3.1
6" 2 SS 17 \
1-2
7" CLAY ,.,
8-' ~ Light brown Clay, moist, stiff --
3 AS na
9-:
: -3
O~ .......................................................
Light brown flight 9rey mottled ..U 2.1
1-' ~ 4 SS 7
:
2~
: ~ 3~.!
3-' -4
: 5 AS na :,t!'
4-: ~
: 1/
5~ ~......_............._._..._-_...............__......... 4.2
Soft 4.. '"
"-ci.
6~ -;::,
6 SS 9 ~
: -5 Waterlevel in open
7-' GLACIAL TILL ., borehole at about 5.0m
8': Light grey Silty Clay with trace Sand, depth upon immediate
moist, stiff completion of drilling.
18 Borehole also caved in at
9-' 7 AS na " this approximate depth.
0" -6
--
1-'
2" --
'3-' -7 7.0
Borehole terminated
Elevation (m): Existing grade
GeologlstlTechnologlst: Dale Manley
Completion Depth (m): 7.0
Drilling Company: Tri-Aqua Drilling
Date of Boring: March 27, 2004
DrllllnglSampllng Equipment: Solid stem augers I Split spoon sample
Plate No.: 19
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL200S-3
OPS GENERAL CONDITIONS OF CONTRACT
(September 1999)
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ONTARIO PROVINCIAL STANDARDS
FOR
ROADS AND PUBLIC WORKS
GENERAL CONDITIONS OF CONTRACT
SEPTEMBER 1999
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GENERAL CONOmONS OF CONTRACT
Table of Contents
SECTION GC 1.0 -INTERPRETATION
GC 1.01 Captions.............................................................................................. .............. ....... 1
GC 1.02 Abbreviations ........................................................................................................... 1
GC 1.03 Gender and Singular References............................................................................ 1
GC 1.04 Definitions ............................................................................................... ................. 1
GC 1.05 Substantial Performance ......................................................................................... 5
GC 1.06 Complelion...............................................................................................................6
GC 1.07 Final Acceptance.....................................................................................................6
GC 1.08 Interpretation of Certain Words ............................................................................... 6
SECTION GC 2.0 - CONTRACT DOCUMENTS
GC 2.01 Reliance on Contract Documents............................................................................7
GC 2.02 Order of Precedence ............................................................................................... 7
SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT
GC 3.01 Contract Administrator's Authority ........................................................................... 8
GC 3.02 Working Drawings ................................................................................................;..9
GC 3.03 Right of the Contract Administrator to Modify Methods and Equipment ................. 9
GC 3.04 Emergency Situalions............................................................................................ 10
GC 3.05 Layout............. ....................................................................................................... 10
GC 3.06 Working Area.........................................................................................................10
GC 3.07 Extension of Contract TIll1e ................................................................................... 10
GC 3.08 Delays.................................................................................................................... 11
GC 3.09 Assignment of Contract ......................................................................................... 11
GC 3.10 Suboontracting by the contrac:tor.......................................................................... 11
GC 3.11 Changes ................................................................................................................12
GC 3.11.01 Changes in the Work............................................................................................. 12
GC 3.11.02 Extra Wollc............................................................................................................12
OP8_Cot_.oI~..~......... t_
T..... 01 ConlII'Ils .1
GC 3.11.03 Additional WOlk ..................................................................................................... 12
GC 3.12 Notices........................................................... .............. .......................... ........ ........ 12
GC 3.13 Use and Occupancy of the Work Prior \0 Substantial Perfonnance ..................... 13
GC 3.14 Claims, Negotiations, Mediation............................................................................ 13
GC 3.14.01 Continuance of the Work....................................................................................... 13
GC 3.14.02 Record Keeping..................................................................................................... 13
GC 3.14.03 Claims Procedure .................................................................................................. 13
GC.;!.14.04 Negotiations........................................................................................................... 14
GC.;3.14.05 Mediation ............................................................................................................... 14
GC 3.14.06 Payment.....................~........................................................................................... 14
GC 3.14.07 Rights of Both Parties............................................................................................15
GC 3.15 Engineering Arbitration ........................................................................................... 15
GC 3.15.01 Conditions for Engineering Milration................................................................... 15
GC 3.15.02 MilraOOn Procedure............................................................................................. 15
GC 3.15.03 Appointment of AIbilrator....................................................................................... 15
GC 3.15.04 Costs...................................................................................................................... 16
GC 3.15.05 The Declsion..........................................................................................................16
GC 3.16 Archaeological Finds ............................................................................................. 16
SECTION GC 4.0 - OWNER'S RESPONSIBIUTlES AND RIGHTS
GC 4.01 Working Area.........................................................................................................17
GC 4.02 Approvals and Pennits .......................................................................................... 17
GC 4.03 Management and Disposition of Materials ............................................................ 17
GC 4.04 Construction Affecting Railway Property .............:..............................................:.. 18
GC 4.05 Default by the Contractor....................................................................................... 18
GC 4.06 Notificatlon of Default ............................................................................................ 18
GC 4.07 Contractor's Right \0 Coned a Defaull................................................................. 18
GC 4.08 Owner's RIght \0 Correct Default........................................................................... 18
GC 4.09 Termination of Contractor's RIght \0 ContInue the Work....................................... 18
T_ f1f ConlenI8 . .
OP8o-..leoo Allnaf1fCol*N.81~......... U,"
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GC4.10
GC4.11
GC4.12
GC4.13
Final Payment to Contractor................................................... ...... ......... ................ 19
Tennination of the Contract................................................................................... 19
Continuation of ContraclOl's Obligations ............................................................... 19
Use of Perfonnance Bond ..................................................................................... 19
SECTION GC 5.0 - MATERIAL
GC 5.01
GC 5.02
GC 5.03
GC 5.04
GC 5.05
GC 5.05.01
GC 5.05.02
Supply of Material.................................................................................................. 20
Quality of Material.................................................................................................. 20
Rejected Material................................................................................................... 20
Substitutions ..................................................._..............~...................................... 20
OWner Suppfled Material................................................................................~...... 21
Ordering of Excess Material.................................................................................. 21
Care of Material..................................................................................................... 21
SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE
GC 6.01
GC 6.02
GC 6.03
GC 6.03.01
GC 6.03.02
GC 6.03.03
GC 6.03.04
GC 6.03.05
GC 6.03.05.01
GC 6.03.05.02
GC 6.03.05.03
GC 6.03.05.04
GC 6.03.06
GC 6.03.07
GC 6.04
Protection of Work, Persons and Property ............................................................ 23
Indemnification ...................................................................................................... 23
Contractol's Insurance.................................................................... ....................... 24
General.................................................................................................................. 24
General Uabirl\y Insurance.................................................................................... 24
Automobile Liability Insurance............................................................................... 24
Aircraft and Watet...afl Liability Insurance............................................................. 25
Property and Boiler Insurance............................................................................... 25
Property Insurance ........................................ ......................... ............... ................ 25
Boiler Insurance..................................................................................................... 25
Use and Occupancy of the Work Prior to Completion........................................... 25
Payment for Loss or Damage..............................:................................................. 26
COI.b..clol's Equipment Insurance ........................................................................ 26
Insurance Requirements and Duration.................................................................. 26
Bonding..................................................................................................................27
SECTION GC 7.0 _ CONTRACTOR'S RESPONSIBn.mES AND CONTROL OF THE WORK
GC 7.01
General.................................................................................................................. 28
T..... ~ ConIMlIa.1I
0P8 0eneNI CoI_. ~~. ........ob.. ,-
GC 7.02
GC 7.03
GC 7.04
GC 7.05
GC 7.06
GC 7.07
GC 7.08
GC 7.09
GC7.10
GC7.11
GC 7.12
GC7.13
.- GC7.14
GC 7.15
Layout ................................................................................................................. _.. 29
Damage by Vehicles or other Equipment............................................................. 30
Excess Loading of Motor Vehicles ........................................................................ 30
Condition of the Working Area............................................................................... 30
Maintaining Roadways and Detours...................................................................... 30
Access to Properties Adjoining the Work and Interruption of utility Services ....... 31
Approvals and Pennits .......................................................................................... 31
Suspension of Work ..............................................................................................32
Contraclor's Right to Stop the Work or Tenninate the Contract............................ 32
Notices by the Col'b....tul................~..................................................................., 32
Obstructions........................................................................................................... 33
Umilations of Operations....................................................................................... 33
Cleaning Up Before Acceptance ........................................................................... 33
Wananty ................................................................................................................ 33
SECTIONGC8~-MEASUREMENTANDPAYMENT
GC 8.01
GC 8.01.01
GC 8.01.02
GC 8.02
GC 8.02.01
GC 8.02.02
GC 8.02.03
GC 8.02.03.01
GC 8.02.03.02
GC 8.02.03.03
GC 8.02.03.04
GC 8.02.03.05
GC 8.02.03.06
GC 8.02.03.07
GC 8.02.03.08
GC 8.02.03.09
GC 8.02.03.10
GC 8.02.03.11
Measurement......................................................................................................... 35
Quantities............................................................................................................... 35
Variations in Tender Quantities ............................................................................. 35
Paymenl................................................................................................................ 35
Price for Work........................................................................................................ 35
Advance Payments for MateriaL.....................................................!...................... 36
Certification and Payment .....................................................................................36
Progress Payment Certificate................................................................................ 36
Certification of Suboontract Completion .............:.................................................. 37
Suboontract Statutory Holdback Release Certificate and Payment...................... 37
Certification of Substantial PeIformanca............................................................... 37
Substantial Performance Payment and Substantial Performance Statutory
Holdback Release Payment CartIIicates ............................................................... 38
Certification of Completion .................................................................................... 38
Completion Payment and Completion Statutory Holdback Release
Payment Cartlficales .............................................................................................39
1nter8st................................................................................................................... 39
Interest for late Payment ...................................................................................... 39
1ntenl8t for Negollations and Claims ..................................................................... 40
0wneI's Set.otf ............................. ....................... ........................ ..... ...... .............. 40
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GC 8.02.03.12 Delay in Payment .................................................................................................. 40
GC 8.02.04 Payment on a Time and Material Basis................................................................. 40
GC 8.02.04.01 Definitions ..................................... ............... ......... .......... ....... ......... ........... ....... ..... 40
GC 8.02.04.02 Daily Work Records...............................................................................................41
GC 8.02.04.03 Payment for Work..................................................................................................41
GC 8.02.04.04 Payment for Labour ............................................................................................... 42
GC 8.02.04.05 Payment for Material ............................................................................................. 42
GC 8.02.04.06 Payment for Equipment......................................................................................... 42
GC 8.02.04.06.01 Working Tune ........................................................................................................42
GC 8.02.04.06.02 Standby Time ........................................................................................................42
GC 8.02.04.07 Payment for Hand Tools..............................h........................................................ 43
GC 8.02.04.08 Payment forWork by Subcontractors.................................................................... 43
GC 8.02.04.09 Submission of Invoices..........................................................................................43
GC 8.02.05
GC 8.02.06
Final Acceptance Certificate.................................................................................. 43
Payment ofWorkers.............................................................................................. 44
GC 8.02.07
GC 8.02.08
GC 8.02.09
Records .................................................................................................................44
Taxes and Duties...................................................................................................44
'Liquidated Damages....................................................,.........................................45
OPS-..ICOO_.of~.81111_.1_
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GC1.o1
Ontario Provincial Standards
for
Roads and Public Works
September 1999
GENERAL CONDITIONS OF CONTRACT
SECTION GC 1.0 . INTERPRETATION
Captions
.01 The captions appearing in these General Conditions have been inserted as a matter of convenience .
and for ease of reference only and in no way define, fimit or enlarge the scope or meaning of the
General Conditions or any provision hereof.
GC 1.02
Abbreviations
.01 The abbreviations on the left below are commonly found in the Contrad Documents and represent
the organizations and phrases fisted on the right
"AASHTO"
"ANSI"
"ASTM"
"AWG"
"AWlNA"
"CESA"
"CGSB"
"CSA"
"CWS"
"GC"
"MOE"
"MTe"
"MTO"
"MUTCD"
oOPS"
-"OPSO"
"OPSS"
"PEON
"SAE"
"SSPC"
NUL"
"ULC"
GC 1.03
-American Association of State Highway Transportation Officials
- American National Standards Institute
- American Society for Testing and Materials
- American WII'e Gauge
- American WaterWorks Association
Canadian engineering Standards Association
canadian General Standards Board
canadian Standards Association
C8nacfl8n Welding Bureau
General Conditions
Ministry of the Environment (Ontario)
Ministry of Transportation (Ontario)
Ministry of Transportation (Ontario)
Manual of Uniform Traffic Control Devices. published by MTO
Ontario Provincial Standard
Ontario Provincial Standard Drawing
Ontario Provincial Standard Specification
Professional Engineers Ontario
SOCIety of Automotive Engineers
Structural Steel Painting Council
Underwriters Laboratories
Underwriters Laboratories Canada
Sender and Singular References
.01 References to the masculine or singular throughout the Contrad Documents shall be considered to
include the feminine and the plural and vice versa as the context requires.
GC 1.D4
DefInitions
.01 For the purposes of this Contract the following definitions apply:
Actual Measurement: means the field measurement of that quantity within the approved limits of the
Work.
0P8 Oel-* Condlllo.. oA ConlNc:l. .........1l1ll1l
Pege1
Additional Work: means work not provided for in the Contract and not considered by the Contract
Administrator to be essential to the satisfactory completion of the Conlract within its intended scope.
Base: means a layer of material of specified type and thickness placed immediately below the pavement,
driving surface, finished grade, curb and gutter, or sidewalk.
CertIficate of Subcontract Completion: means the certificate issued by the Contract Administrator in
accordance with clause GC 8.02.03.02, Certification of Subcontract Completion.
Certificate of Substantial Performance: means the certificate issued by the Contract Administrator at
Substantial Performance.
;
Change Directive: means any written instrucIion signed by the OWner, or by the Contract Administrator
where~so authorized, direcling that a Change in the WOIX or Extra Work be performed.
,-;e.~
Change In the Work: means the deletion, extension, increase, deaease or alteration of rmes, grades,
dimensions, quantities, methods, drawings, substantial changes in geotechnical, subsurface, surface or
other conditions, changes in the character of the WOIX to be done or materials of the Work or part thereof,
,within~ intended scope ofltle Contract.
Chailge Order: means a written amendment to the Contract signed by the Contractor and the Owner, or
the Contract Administrator where so authorized, CXNering contingencies, a Change in the Work, Extra
Work, Additional Work and changed subsurface conditions, and establishing the basis for payment a1d the
time atIowed for the adjustment of the ContracI Tme.
Completion Certificate: means the certificate issued by the ContracI Administrator at completion.
Constructor: means, for the purposes of, and within the meaning of the Occupatjonal Health and Safety
Act, R.S.O. 1990, c.O.1, as amended and amendments thereto, the ContracIor who executes the Contract.
Contract: means the undertaking by the Owner and the Contractor to perform their respective duties,
responsibilities and obligations as prescribed in the ContracI Documents.
Contract Administrator: means the person, partnership or COlpOIl1tion designated by the Owner to be .
the Owner's representative for lhe purposes of the Contract.
Contract Documents: mean lhe executed Agreement between the Owner and lhe Cot,bactol, the
Tender, the General Conditions of Contract, the Supplemental General Conditions of Contract, Standard
Specifications, Special Provisions, Contract Drawings, addenda incorporated In a Contract Document
before the execution of the Agreement, such other documents as may be listed In lhe Agreement and
subsequent amendments to the Contract Documents made pursuant to the provisions of the Agreement
Contract Drawings: or Contract Plans: mean drawings or plans, any Geotechnical Report, any
Subsurface Report and olher reports and information provided by the OWner for the Work, and withoUt
limiting the generality thereof, may include soil profiles, foundation Investigation reports, reinfolCing steel
schedules, aggregate sources &sts, Quantity Sheets, cross sections and standard drawings.
Contract Time: means the time stipulated in the ContracI Documents for Substantial Performance of the
Work, including any extension of ContracI Time made pursuant to the Contract Documents.
Contractor: means the person, partnership or corporation undertaking the WOIX as identified in the
Agreement
Controlling Operation: means any component of the Work, which, If daIayed, Will delay lhe compIeIlon of
the WOIX.
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Cost Plus: See "Tme and Materiaf'.
Cut..otf Date: means the date up to which payment will be made for work performed.
Dally Work Records: mean daily Records detailing the number and categories of workers and hours
worked or on standby; types and quantities of Equipment and number of hours in use or on standby; and
description and quantities of Material utilized.
Day: means a calendar day.
Drawings: or Plans: mean any Contract Drawings or Contract Plans or any Working Drawings or
Working Plans, or any reproductions of drawings or plans pertaining to the Work.
. Equipment: means aU machinery and equipment used. for preparing, fabricating, conveying or erecting
the Work and nonnally referred to as constructiOnmachlnery and-equipmenl
. estimate: . means- a calculatilln of the' quantityor-tost-of-theWorkCOl'pBrt-d:ltidepel1ding-on the context.
Extra Work: means work not provided for In the Contract as awarded but considered - by the Contract
Admiub:.bator to be essential to tha'satisfactory completion of the 'Contract. within Its intended scope,
including unanticipated work required to comply with legislation and regulationswhlch affect theWork.
final Acceptance CeftIfIcate: mean$the certificate issUed by the Contract Administrator at Final
Acceptance of the Work.
Final D8ta118d Statement: means a complete evaluation prepared by the Contract Administrator showing
the quantities, unit prices and final dollar amounts of all items of work completed under the COntract.
including variations in tender items and Extra Work, all as set out in the same general form as the monthly
estimates.
forceAccount: See "TIme and Materiar.
Geotechnical Report: means a report or other information identifying soil, rock and ground water
'conditions"in the area of any proposed excavatiOn or fin.
Grade: means the required elevation of that part of the work.
Hand Tools: means tools that are commonly called tools or-implements of-the trade and include small
power tools.
Highway: means a common and public highway any part of which is intended for or used by the general
public for the passage of vehicles and includes the area between the lateral property lines-thereOf.
Lump Sum Item: means a tender item indicating a portion of the Work for which payment will be made at
a single tendered price. Payment is not based on a measured quantity: although a quantity may be given
in the Contract Documents.
Major Item: ,means any tender Item that has a value, calculated on the basis of Its actual or estimated
tender quantity, whichever is the larger, multiplied by Its tender unit price, which is equal or greater than
the lesser of,
a) $100.000, or
b) 5% of the total tender value calculated on the basis of the total of all the estimated tender
quantities and the tender unit prices.
Mate....l: means material, machinery, equipment and fixtUIes forming part of the Work.
OPS 0...1 CondIlIol. oI~. 81, Illlber1_
Page 3
Owner: means the party to the Contract for whom the Wor1< is being performed, as identified in the
Agreement, and includes, with the same meaning and import, "Authority".
Pavement: means a wearing course or courses placed on the Roadway and consisting of asphaltic
concrete, hydraulic cement conaete - PorUand cement concrete, or plant or road mixed mulch.
Perfonnance Bond: means the type of security fumished to the Owner to guarantee completion of the
Wor1< in accordance with the Contract and to the extent provided in the bond.
Plan Quantity: means that quantity as computed from within the boundary lines of the WOO; as shown in
the Contract Documents.
"\..!"
Project: means the construction of the WOO; as contemplated by this Contract.
Quantity Sheet: means a fist of the quantities of Wor1< to be done.
Rate,'!?f Interest: means the rate detennined by the Minister of Finance of Ontario 'and issued by, and
. available from, the Owner.
....-'Mi..
RecOrds: mean any books, payrolls, accounts or other Information which relate to the WOO; or any
ChaI1ge In the Wor1< or claims 8Iising th"...~um.
Roadway: means that part of the Highway designed or intended for use by vehicular traffic and includes
the Shoulders.
Shoulder: means that portion of the Roadway between the edge of the wearing surface and the top
inside edge of the ditch or fill slope.
Special Provisions: mean special cfll'eCtions containing requirements pecufiar to the Work.
Standard Specification: means a standard practice required and stipulated by the OWner. for
perfonnanceoftheWork.
Subbase: means a layer of material of specified type and thickness between the SUbgrade and the Base.
Subcontractor: means a person, partnership or corporation undertaking the execution of a part of the
Wor1< by virtue of an agreement with the Co"b ....hn..
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Subgrade: means the earth or rock surface, whether in cut or fill, as prepared to support the Base,
SUbbase.and Pavement
.~. .
Subsurtace Report: means a report or other infonnation identifying the location of utilities, concealed and
adjacent structures and physical obstructions which fall within the influence of the Work.
Superintendent: means the Contractor's authorized representative In responsible charge of the Work.
Surety: means the person, partnership or corporation, other than the Contractor, ticensed In Ontario to
transact business Under the Insurance Act, R.S.O. 1990, c.l.8, as amended, executing a bond provided by
the Contractor.
Tender:' means an offer In writing from the Contractor, submitted In the fonnat prescribed by the Owner,
to complete the Work.
Time and Material: means costs calculated according to clause GC 8.02.04, Payment on a T1rne and
Material Basis. Where "Cost Plus" and "Force Account" are used they shall have the same meaning.
".-.,,,"
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Utility: means an aboveground or underground facility maintained by a municipality, public utility authority
or regulated authority and includes services such as sanitary sewer, stann sewer, water, eleclric. gas, oil,
steam, data transmission, telephone and cable television.
Warranty Period: means the period of 12 months from the date of Substantial Performance or such
longer period as may be specified for certain Materials or some or all of the Work. Where a date of
Substantial Performance is not established, the Warranty Period shall commence on the date of
Completion.
Work: means the total oonstrucIion and related services required by the Contract Documents.
Working Area: means'Bllthe lands and 'easements owned or acquired by the OWner for the construction
of the Work.
Wortclng Day: means any Day,
a) except Saturdays, Sundays and statutory holidays;
. b)' exoept a'Dayas''elelelTiiiilecf"!iY'theContrllCt'Adniinilotlator;'OlI'WhIcMhe1lolltl'ac:tol'is,prevented by
, " ,inclement weather or coriditions resultingilMlediately1t=Elf,om;fron. JlI00eeding 'With'a-Controlling
'Opei'aliOI\;' FOI'the pUtposesof thlsdefinitiori, this will-be a 'Day 'CIuring'wlIicI1'the Contractor-cannot
proceed wItI1 at least 60% of the normal labour and equlpmentforce 'effectively engaged on the
Controlling Operation for at least 5 hours;
c) except a Day on which the Cotdl..i..lor is prevented from proceeding with a Controlling Operation, as
determmed by the Contrac:t Administrator by reason of,
i. any breach of the Contrac:t by the Owner or if such prevention is due to the Owner, another
contractor hired by the Owner; or an emplOyee of any one of them, or by anyone else acting on
behaif of the Owner. '
ii. 01Hle1ivery of Owner-supplied materials.
iii. any cause beyond the reasonable control of the Contractor which can be substantiated by the
Contractor to the salisfaclion of the Contract Administrator.
, Working ,Drawings: 01' Working Plans: ' means any Drawings or Plans prepared by ,the Contractor for the
execution of the Work and may, without Umiling the generality thereof, inc:tude falsework plans, Roadway
protection plans, shop drawings, shop plans or erection diagrams.
GC 1.05
Subs1antlal Performance
.01 The Work is substantially performed,
a) when the Work to be-performed under the Contract or a substantialpart!thereof is ready for use
or is being used for the purpose intended; and
b) when the Work to be performed underthe:Contrac:tis"capable-of completion-or;where there is a
known defect, the cost of correction, is not more than
i. 3% of the first $500,000 of the Contrac:t price,
ii. 2% of the next $500,000 of the Contract price, and
iii. 1 % of the balance of the Contrac:t price.
.02 For the purposes of this Contract. where the Work or a substantial part thereof is ready for use or is
being used for the purposes intended and the remainder of' the Work cannot be completed
apedltiouslyfor reasons beyond the conlrOl of the Contractor or, where the Owner and the
Contractor agree not to complete the Work expeditiously, the price of the services or materials
rematning to be supplied and required to complete the Work shall be deducted from the Contract
price in delermlntng Substantial Performance.
OP8o.n.r.1CondIIl>oIUl'~.'I.1 .....1_
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GC 1.ll6
Completion
.01 The Work shall be deemed to be completed and seIVices or Materials shall be deemed to be last
supplied to the Work when the price of completion, correction of a known defect or last supply is not
more th~n the lesser of,
a) 1% of the Contract price; or
b) $1,000.
GC1.o7
Final Acceptance
.01 Fmal Acceptance shall be deemed to occur when the Contract Administrator is satisfied that, to the
best of the Contract Administrator's knowledge at that lime, the Contractor has rectified all impelfect
work and has discharged all of the Contractor's obligations under the Contract
GC 1.08
Interptelatlon of Certain Words
.01..JJle words "acceptabJe", "approvar, "authorized", "considered necessary", "di~, "required",
- ,~:~~tisfactoly", or words of like Import. shall mean approval of, directed, required, considered
. . c necessary or authorized by and acceptabJe or ~ to the Contract Admlnislrator unless the
context clearly indicates otherwise.
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SEcnON GC 2.0. CONTRACT OOCUMENTS
GC 2.01
Rellance on Contract Documents
.01 The Owner warrants that the infonnation fumished in the Contract Documents can be relied upon with
the following timitations or exceptions:
a) The location of all maintine underground utilities which will affect the Work will be shown to a
tolerance of:
i. 1 m horizontal and
ii. 0.3 m vertical
b) The Owner does not warrant Interpretations of data or opinions expressed In any Subsurface
Report available for the perusal of the Contractor and excluded from the Contract Documents; and
c) Other Infonnation specifically excluded from this warranty.
GC 2.02
Order of Precedence
.01 In the event of any inconsistency or conflict In the contents of thefol\oY.iing documents. such
documents shall take precedence and govem in the following Older.
a) Agreement
b) Addenda
c) Special Provisions
d) Contract Drawings
e) Slandard Specifications
f) Tender
g) Supplemental General Conditions
h) General Conditions
i) Working Drawings
Later dates shall govem within each of the above categories of documents.
.02 In the event of any conflict among or inconsistency in the infonnalion shown on Drawings, the
following rules shall apply:
a) Dimensions shown In figures on a'Drawing shall govem where they differ from dimensions scaled
from the same drawing;
b) Drawings of larger scale shall govem over those of smaller scale;
c) Detailed Drawings shall govem over general Drawings; and
d) Drawings of a later date shan govem over those of an earlier date in the same series.
.03 In the event of any conflict In the contents of Standard . Specifications the foUowing order of
precedence shall govern:
a) Ontario ProvIncial Standard SpeclfiGations; then
b) Other Standard Specific;ations, such as those produced by CSA. CGSB,' ASTM and ANSI, and
referenced in the Ontario Provincial Standard Speclfications.
.04 The Contract Documents are complementary, and what is required by any one shall be as binding as
if required by all. "
0P8 GeneNI CancIIlIoI..IlI~. 8411m1M11_
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SEcnON GC 3.0 - ADMINlSTRAnoN OF THE CONTRACT
GC 3.01
Contract Administrator's Authority
.01 The Contract Administrator will be the Owner's representative during construction and until the
issuance of the Completion Certificate or the issuance of the Final Acceptance Certificate whichever
is later. All instructions to the Contractor including instructions from the Owner win be issued by the
Contract Administrator. The Contract Administrator will have the authority to act on behalf of the
Owner only to the extent provided in the Contract Documents.
.02 All claims, disputes and other matters in question relating to the performance and the quality of the
Work or the in!erprelalion of the Contract Documents shaD be referred to the Contract Administrator.
.03 The Contract Administrator will inspect the Work for its conformity with the plans and specifications,
agel to record the necessary data to establish payment quantities under the schedule of tender
quantities and unit prices or to make an assessment of the value of the work completed in the case of
ii"J!/mp sum price COolb oM '
.04 ::Tffi, Contract Administrator will' determine the amounts owing to the Contractor unckir the Contract
and will issue certificates for payment in such amounts as provided for in Section GC 8.0,
Measurement and Payment
.05 The Contract Adminil.bdhn' wiU with reasonable promplness review and lake appropriate action upon
the ContractoI's submissions such as shop drawings, plCduct data, and samples in llCCOI'danoe with
the Contract Documents.
The Contract Administrator will Investigate all allegations of a change in the charactef of the Work
made by the Contractor and issue appropriate instructions.
The Contract Administrator will prepare Change Directives and Change Orders.
Upon written application by the Cell.b....tu., the Contract Administrator and the Contractor will jointly
conduct an inspection of the Work to establish the date of Subslantial Performance of the Work
. and/or the date of Completion of the Work.
The Contract Administrator will be, in the first instance, the intelpreter of the Contract Documents and
the judge of the performance thereunder by both parties to the Contract. lnterprelalions and
~ions of the Contract Admlnisb ator shall be consistent with the intent of the Contract Documents
and in making these decisions the Contract Administrator will nOt show partiaflty to either party.
.~ .~
.10 The Contract Administrator will have the authority to reject part of the Work or Material which does
not conform to the Contract Documents.
.11 Defective work, whether the result of poor workmanship, use of defective material, or damage
through carelessness or other act or omission of the Contractor and'whether incorporated in the Work
or not, which has been rejected by the Contract Administrator as falling to conform to the Contract
Documents shan be removed promptly from the Work by the Contractor and replaced or re-executed
promptly in accordance with the Contract Documents at no additional coat to the Owner.
.12 Any part of the Work destroyed or damaged by such removals, replacements or re..execulions shall
be made good, promptly, at no additional coat to the Owner.
.13 If, in the opinion of the Contract Administrator, It Is not expedient to 00ITed defective work or work not
performed In 8CCOI'd8nce with the Contract Documents, the Owner may deduct from monies
otherwise due to Ihe Contractor the dlffanmce In value between the work as performed 8nd that
celled for by the Contract Administrator.
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OPSGener8lc:oo AIl.of~.81~1 ....1_
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.14 Notwithstanding any inspections made by the Contract Administrator or the issuance of any
certificates or the making of any payment by the Owner, the failure of the Contract Administrator to
reject any defeCtive worK or Material shan not constitute acceptance of defeCtive worK or Material.
.15 The Contract Administrator will have the authority to temporarily suspend the Work for such
reasonable time as may be necessary to facilitate the checking of any portion' of the Contractor's
construction layout or the inspection of any portion of the Work. There shall not be any extra
compensation for the suspension of work.
GC 3.02
Working Drawings
.01 The Contractor shall arrange for the preparation of clearly identified and dated Working Drawings as
called for by the Contract Documents.
.02 The Contractor shall submit Working DrawingStotllen'Contract'Administrator with reasonable
promptness and In orderly sequence so aSto-notcauSe detaYintheWooc '-If !lither the 'Contractor or
the ContractAdmlnistrator so requests theY shalljointly 'JlIepare,'S.'Schedtile fixing the .dates for
submission and return of Working Drawings. Working Dlawlngsshallbe.submitted in printed fonn.
IV. the time of submission the Contractor shall notify the Contract Administrator in writing of any
deviations from the Contract requirements that exist In theWorking Drawings.
.03 The Contract Admlnistrator will revieW and return Working Drawings in accordance with an agreed
upon schedule, or otherwise, with reasonable promptness so as not to cause delay.
.04 The Contract Admlnb:;batol's revieW will be to check for .conformity to the' design -concept and for
general arrangement only and such review shall not relieve the Contractor of responsibility for errors
or omissions in the Working Drawings or of responsibility for meeting all requirements of the Contract
Documents unless a deviation on the Working Drawings has been approved in writing by the Contract
Administrator.
.05 The Contractor shall make any changes in Working Drawings which the Contract. Administrator may,
require consistent with the Contract Documents and resubmit unless otheIwise directed by" the
Contract Administrator. ' When resubmitting, the Contractor shaUnotify the Contract Administrator in,
writing 'of any revisions other than those requested, by the'Contract Administrator.
.06 Work related to the Working Drawings shall not proceed until the Working Drawings have been
signed and dated by the Contract Administrator and marked with the words "Reviewed. Permission
to construct granted."
.07 The Contractor shall keep one set of thereviewed WorkingDrawings;~as above, at the site at
all times.
GC 3.03
RIght of the Contract Administrator to ModIfY Methods and Equipment
.01 The Contractor shall, when requesled in writing, make alterations 'In the method, Equipment or work
force at any time the Contract Admi.lbobc4ur considers the ConlrBctor's actions to be unsafe, or
damaging to either the Work or existing facllllies or the environment
.02 The Contractor shan, when requested In writing, alter the sequence of Its operations on the Contract
so as to lI1/Old interference with worK being performed by others,
.03 Notwithstanding the foregoing, the Contractor shall ensure that all necessary safety precautions and
protection are maintained throughout the Work.
01'8 0eMnIl ColI ~ftIo..lJI~. ...11_1_
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GC 3.04
Emergency Situations
.,.
.01 The Contract Administrator has the right to determine the existence of an emergency situation, and
when such an emergency situation is deemed to exist, the Contract Administrator may instrud the
Contractor to take action to remedy the situation. If the Contractor does not take timely action, or if
the Contractor is not available, the Contract Administrator may dired others to remedy the situation.
.02 If the emergency situation was the fault of the Contractor, the remedial work shall be done at the
Contractor's expense. If the emergency situation was not the fault of the Contrador, the Owner will
pay for the remeenal work.
GC 3.05
Layout
, .
,01.' . The Contract Administrator wi! provide baseline and benchmaIlc: intomlation for'the general location,
"a~gnment and elevation of the Work. The OWner will be responsible only for the correctness of the
. ,~ provided by the Contract Administ!ator. .
GC 316 WOrfdng Area
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.01 The COntractor's sheds, site olIices, toilets, other temporary structures and storage areas for material
and equipment shall be grouped in a compact manner and maintained in a neat and orderly condition
atall times.
.02 The Contractor shaD confine his oonstruclion operations to the Working Area. Should the Contrador
. require more space than that shown on the Contract DrawIngs, the Contractor shall obtain such
space at no additional cost to the OWner.
.03 The Contractor shaD not enter upon or occupy any private property for any purpose, unless the
Contractor has received prior written permission from the property owner.
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GC 3.07
extension of Contract TIme
.01 An application for an extension of Contract TIITle shaD be made in writing by the Contrador to the
Contract Administ!ator as soon as the need for such extension becomes evident and at least 15 Days
prior to the expiration of the Contract TIITle. The application for an extension of Contract TIITle shall
enumerate the reasons. and state the length of extension required.
.02 .Circumstances suitable for consideration of an extension of Contract Time. include the following:
a) Delays; See subsection GC 3.08.
b) Changes in the Work; See clause GC 3.11.01.
c). Extra: Work; See clause GC 3.11.02.
d) Additional Work; See clause GC 3.11.03.
.03 The Contract Administrator wI!, in considering an application for an extension to the Contract Tune,
take Into account whether the delays, Changes In the Work, Extra: WOIk or Adc:fItional Work involve a
Controlling Operation.
.04 The Contract TIITle shall be extended for such additional time as may be recommended by the
Contract Administrator and deemed fair and reasonable by the OWner.
.05 The terms and conditions of the Contract shall continue for such extension of Contract Time.
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0P8 GenerIIl CondIIoaI fII ConncIt. 8 )tJ 1_ IlIlI8
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GC 3.08
Delays
.01 If the ContJactor is delayed in the pertonnanoe of the WOllt by,
a) war, blockades, and civil commotionS, enors in the Contract Documents; an act or omission of the
Owner or Contract Administrator, or anyone employed or engaged by them directly or indirectly 0
contrary to the provisions of the Contract Documents;
b) a stop work order issued by a court or public authority, provided that such order was not issued as
the result of an act or omission of the Contractor or anyone employed or engaged by the
Contractor directly or indireclly;
" c) the' Contract 'Adrninistralor giving notice under subsectionGC -7.09,' Suspension of Work;
d} abnormal inclement weather; or
. e) 'archaeological finds in accordance with subsection GC 3.16, Archaeological Finds,
then the Contractor'shall be reimbursed by the Owner for ren,,-,ablecosts incuned by.the Contractor
as the result of such delay, provided that in the case of an application for an extension of Contract
TIIlie'due to abnormal incIementweathet71he'eu..b actor shalI;.'with'1he~Coub actor's .application,
submit evidence' from Environment Canada in '.support'of' suclFspplication;.-.extension' of. Contract
Tune will be granted in accoctfance with subsection GC3;07; Extension of ,Contract Tune.
.02 If the Work is delayed by labour disputes, ..strikes or 'Iock-outs-'lncludinglock-ouls decreeclor
recommended to its members by a'necognized contractor's association. of which 'the Contractor is a
. member or to Which the Cu.lbaclor isothelwise bound-which ate beyond the Contractor's contro~
then the Contract Tine shall 'be' extended' irl'accon:Jance'with,subsectionOO3,07; €xtensionof
Contract l1me. In no case shall the extension of Contract Time be less' than the time lost as the
result of the event causing the delay, unless a shorter extension'lsagneedto by the Contractor;. The
Contractor shall "otbe entitled to payment for costsincuned as the'nesuIt of,such delays unless such,
delays are the result of actions by the Owner.
GC 3.09
Assignment of Contract
.01 The Contractor shall not assign the Contract. either in whole or in part, without the written consent of
the Owner.
GC 3.10
Subcontracting by the Contractor
. .01 The Contractor may $ub...."bactany part of the Work; subject to these General Conditions and any
fimitations specified in the Contract Documents.
.02 The Contractor shall notify the Contract Administrator, in'Wliling;'of"the intentlon1o sut...u"bact. Such
notification shan identify the part of the Work;' and the SUt...u.lb actor with whom it Is intended.
.03 The ContJact Administratorwll~ within 10 Days'ofreoeipt ofsuchnotificallon,..accept or reject the
intended Subcontractor. The rejectiorrwiU bein writing.and wUl include the reasons for the rejection.
.04 The Contractor shaD not, without the written consent of the OWner, change a Sub..oo ,b actor. who has
been engaged in accordance with subsection GC 3.10 Suboontl'8cliilg by the Coubactor.
;05' The Contractor shall pre$eMland protect the rights of the parties under the Contract with respect to
that part of theWOllt,to be4*fonnedunder subcontract and shall,
a) enter into agreements with the Intended Subcxn.bactors to require them to perform their work In
accordance with the Contract Documents; and
b) be as fully responsible to the Owner for acts and omissions of the Contractor's Subcontraclors and
of persons directly or Indirectly employed by them as for acts and omissions of pensons dlreclly
employed by the Contractor.
, OP8o.ner.1ColldllOt.of~.IL.lIrbell-
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.06 The OWner's consent to subcontracting by the Contractor shaD not be construed to relieve the
Contractor from any obligation under the Contract and shall not impose any rl8bility upon the OWner.
Nothing contained in the Contract Documents shan aeate a conlractual relationship between a
Subcontractor and the OWner.
GC 3.11
GC 3.11.01
Changes
Changes In the Work
~io!. -.,
.01 . The OWner, or the Contract Administrator where so authorized, may, by order in writing, make a
Change in the Work without Invalidating the Contract. The Contractor shall not be required to
proceed with a Change in the Work until in receipt of a Change Directive. Upon the receipt of such
Change Directive the Contractor shall proceed with the Change in the Work.
.02 -.I!le Contractor may apply for an extension of Contract TIme according to the terms of subsection GC
3:07, Extension of Contract Tillie.
.03 #,olhe Changes in the Work relate solely to quantities, payment for that part of the Work witlbe made
'<<cording to the condillons specified in clause GC 8.01.02, Variations in Tender QuantIties. If the
. Changes in the Work do not solely relate to quantilies, payment may be negotiated pursuant to
. subsection GC 3.14, Claims, Negotiations, Mediation or payment may be made lIOCOl'ding to the
condillons contained. in clause GC 8.02.04, Payment on a Tmeand Material Basis.
\
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00,;1.11.02
, ExtraWork
.01 The OWner, or Contract Administrator where so authorized, may Instruct the Contractor to perform
Extra Work without InvaUdating the Contract. The Contractor shall not be required to proceed with the
Extra Work untJl in receipt of a Change Directive. Upon receipt of such Change Directive the
Contractor shall Proceed with the Extra Work.
.02 The Contractor may apply for an extension of Contract Tillie according to the terms of subsection GC
3.07, Extension of Contract Tme.
.03 Payment for the Extra Work may be negotiated pursuant to subsection GC 3.14, Claims,
Negotiations. Mediation, or payment may be made according to the conditions contained in clause
GC 8.02.04, Payment on a Tme and Material Basis.
GC 3.~.1.03
Additional Work
.01 ~ Owner, or Contract Administrator where so authorized, may request the Contractor to perform
Addillonal Work without invalldating the Contract. If the Coub....h.. agrees to perform Additional
Work, the Contractor shan proceed with such Additional Work upon receipt of a Change Order.
.02 The Contractor may apply for an extension of Contract Time according to the terms of subsection GC
3.07, Extension of Contract Tillie.
.03 Payment for the Addilional Work may be negotiated PUrsuant to subsection GC 3.14, Claims,
Negotiations, Mediation, or payment may be made according to the conditions contalned in clause
GC 8.02.04, Payment on a Time and Material Basis.
GC3.12
NotIces
.01 Any notice permitted or required to be given to the Contract Admlnbob..tu. or the Superintandent in
respect of the Work shall be deemed to have been given to and received by the addressee on the
date of delivery If delivered by hand or by facsimile transmission and on the fifth Day after the dale of
mailing If san! by man.
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.02 The ContradDr and the Owner &hall provide each other with the mailing ac:ldresses, telephone
numbers and facsimile terminal numbers for the Contract AdministratDr and the superintendent at the
commencement of the Work.
.03 In the event of an emergency situation or other urgent matIer the Contract Administrator or the
Superintendent may give a verbal notice, provided that such notice is confirmed in writing within 2
Days.
,04-Anynoticepermitted or-required to be given to the Owner or the Contractor shall be given in
. accordance with the notice provision of the Contract.
GC3.13
Use and Occupancy of the Work PrIor to Substantial Perfonnance
- .01 - Where it is not'contemplalede1sewhele in'.theContract Documents: the Owner may use or occupy
the Work or any part thereof prior to SubstantillU'l:!I'f""l18I1ceiProvldecfjhat_atJeast 30 Days' written
notice has been given to the Contractor.
.02 The use or occupancy of the Work or any part thereof by1l1e Ownerpriorto-sUbstantial Performance
&haR not constitute anacceplanceof theWork-orpaltsso' occupied.lri'-addition, the use or
occupancy of the Workshllllnot teIieve the COtdladllr or the COhb..ctor's SUrety from any liability
- that has arisen, or may arise,fromthe perfonnance-oftheWork'in-acc:ordance'with the Contract
. Documents. The Owner will be responsible for any damage that occurs because of the Owner's use
or occupancy. SUCh useor-ocCllpancy of any part of the Work by the Owner does not waive the
-Owr\er's righttc:)"c:harge 'the Cu.,bbCtor-liquidated damages In ecx:ordancewith the-terms of the
Contract.
GC 3.14
GC 3.14.01
Claims, NegoIIatIons, Mediation
Continuance of the Work
- .01 . Unless the -Contract has - been tenninatedor completed. the Contractor shall in every case, after
serving or receiving any notification of a claim or dispute; -wrbal or wrIl1en. continue to proceed with
the Work with- dlie diligence andelCpedition;'It:is uncll"Dtood by'thepartles that such _action will not
jeopardize any claim it may have. -
GC 3.14.02
Record Keeping
.01 Immediately upon commencing work wh1c:h may result In a claim, 1heContractor shall keep Daily
Work Records during the course of the-Work, sufIi<:ient to substantiate the Contractor's claim, and the
Contract Admlnlstratorwll'keep DalIyWQct('Rec:ords'llrbe used In-assessing:the Contractor's c:laim,
all in accordance with clause GC 8.02.07, Records.
.02 The Contractor and the Contract AdmlnistratDr shall reconcile their respective Daily Work Records on
a daily basis. to simplify review of the c:laim,when subl nitted.
.03 The keeping of Daily Work Records by the Contract Administrator or the rec:oncIling of suoo Daily
Work Records with those oftheC<il.b..ctor shall not be construed to be ac:ceptance of the claim.
GC 3.14.03 Claims Procedure
.01 The Contractor shall give verbal notice of any situation whlc:h may lead to a claim for additional
payment immedlateIy upon becloming aware of the situation.
.02 The Contractor shaD provide wriltIln notice In the standard form "Notice of Intent to Claim" within 7
Days of the c:ommencement of any part of the Work whIc:h may be alfeded by the situation.
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.03 The Contractor shaH submit detailed claims as soon as reasonably possible and in any event no later
than 30 Days after completion of the wort( affected by the situation. The detailed claim shall:
a) Identify the item or Items in respect of which the claim arises;
b) state.the grounds, con1ractual orothelWise, upon which the claim is made; and
c) include the Records maintained by the ConIractor supporting such claim.
In exceptional cases the 30 Days may be increased to a maximum of 90 Days with apProval in writing
from ~ Contract Administrator.
.04 Wrthin 30 Days of the receipt of the Contractor's detailed claim, the Contract Administrator may
request the Contractor to submit any further and other particulars as the Contract Administrator
considers necessary to assess the claim. The Contractor shall submit the requested information
within 30 Days of receipt of such request
.05 Within 90 Days of receipt of the detailed claim, the Contract Administrator shall advise the Contractor,
in writing, of the Contract Adminl$baluo'S opilion with regaRl to the validity of the claim.
_.....
GC3A4.G4 Negotiations
"~ .
.01-The parties shaH make all reasonable efforts to reso/vetheir dispute by amicable negotiations and
agree to provide, without prejudice, open and limeIy disclosure of relevant facts, information, and
-documents to facililata these negotiatioos.
.02 Should the ConIractor disagree with the opinion given in paragraph GC 3.14.03.05, with respect to
-_ any part of the claim,. the .Contract AdministJator shaH enter Into negotiations with the ConIractor to
reso/ve the matters in dispute. Where a negotiated settlement cannot be reached and it is agreed
that payment cannot be made on a TIITle and Material basis in accordance with clause GC 8.02.04,
Payment on a TIITle and Material Basis, the parties shaH proceed in aocordanoe with clause GC
3.14.05, Mediation, or subsection GC 3.15, Engineering Arbitration.
GC 3.14.05
Mediation
.01 It a claim is nOt resolved satisfactorily through the negotiation stage noted in clause GC 3.14.04,
. Negotialiuol$, within a period of 30 Days following the opinion given in paragraph GC 3.14.03.05, and
, the ConIractor wishes to pursue the Issue further, the parties may, upon mutual agreement, utiflZe the
services of an independent third party mediator.
.02 The mediator shaH be mutually agreed upon by the OWner and Contractor.
.03 The mediator shall be knowledgeable regarding the area of the disputed Issue. The mediator shaH
...I1J!!llt with the parties together and separately. as necessary. to review all aspects of the Issue. In a
- float attempt to assist the parties in resolving the Issue themselves prior to proceeding to a.1:lib aliun
the mediator shall provide, without prejudice, a non-binding recommendation for settlement
.04 The review by the mediator shall be completed Within 90 Days following the opinion given in
paRlgraph GC 3.14.03.05.
.05 Each party is responsible for its own cosls related to the use of the third party mediator process. The
cost of the third party mediator shall be equally shared by the OWner and ConIractor.
GC 3.14.06
Payment
.01 Payment of the claim will be made no later than 30 Days after the dale of I88OIutlon of the claim or
dispute. Such payment will be made according to the terms of Section GC 8.0, Measul'ement and
Payment
"-14
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GC 3.14.07
RIghts of Both Parties
.01 It is agreed that no action taken under this subsection GC 3.14, Claims, Negotiations. Mediation. by
either party shall be construed as a renunciation or waiver of any of the rights or recourse available to
the parties. provided that the requirements set out in this subsection are fulfilled.
GC3.15
Engineering Arbitration
GC 3.15.01
Conditions for Engineering Arbitration
.01 If a claim is not resolved .satisfactorily through the negotiation stage noted in clause GC 3.14.04,
Negotiations. or the mediation stage noted in clause GC 3.14.05. Mediation, either party may invoke
the provisions 'of' subsection GC 3;15, Engineering ArbItration, by giving written notice to the other
party.
.02' Notification that arbitration shall be implemented to resolve theissue5ha1l be 'communicated in writing
as soon as 'possible andne later than''60''Days~fOIlowing'"lhe'''Opinion'''91ven In paragraph GC
3.14.03;05. Where the use ofa third partrmedlatorwas.implemented:.nolification shall be within 120
Days. of the opinion given in paragraph GC 3.14.03.05.
.03 The parties shall be bound bythedeclsion of the lII'bibator.
.04 The rules and procedures.ofthe Atbitra/ion Act, 1991, $;0. 1991. c.17, as amended, shall apply to
.any . arbitration. conducted . hereunder except to the . extent that . they are modified by. tI:le express
provisions of this subseclion GC 3.15, engineering Arbilralion.
GC 3.15.02
Arbitration Procedure
.01 The following provisions are to be Included in the agreement to arbitrate and are subject only to such
right of appeal-as exist where the artJiIratorhas exceeded 'his or-her jurisdiclion or have otherwise
disqualified him or herself:
a) All exlsting actions In respect of the matters under attibalionwlll'be'stayed pending arbitralion;
b) All outstanding claims and matters to be setIled are to be set out In a schedule to the agreement
Only such claims and matters as are in the schedule will be arbitrated; and
c) Before proceeding with the arbitration, the ContraclDl &hall "",.1i..1I that all matters in dispute are
set out in the schedule.
GC 3.15.03
Appointment of ArbItrator
.01 The arbitrator shall be mutually agreed upon--by1heOWner'Snd COntrac:tor!lO"edjudlcate the dispute.
'.02 Where the Owner and Contractor cannot agree on a sole arbitrator within 30 Days of the notification
of arbitration noted in paragraph GC 3.15.01.02. the Owner and the Contractor shall each choose an
appointee within 37 Days of the notice of arblbalion.
.03 The appointees shall mutually agree upon an arbitrator to adjudicate the dispute within 15 Days after
the last appointee was chosen or they shall refer the matter to the Arbitration and Mediation Institute
of Ontario Inc.' which -will select an arbitrator to adjudicate the dispute within 7 Days of being
requested to do so.
.04 The arbitrator shall not be interested linanciaUy in the Contract nor In either party's business and shall
not be employed by either party.
.05 The arbitrator may appoint independent eXperts and any other persons to assist him or her.
OPSOelwIIl Coo_tilConncl.~.- 1M
Pege 16
.06 The arbitrator is not bound by the rules of evidence which govem the mal of cases in court but may
hear and consider any evidence which the arbitrator considers relevant
.07 The hearing will commence within 90 Days of the appointment of the arbitrator.
GC 3.15.04
Costs
.01 The arbitrator's fee shan be equally shared by the Owner and the Contractor.
.02 The fees of any Independent experts and any other persons appointed to assist the arbitrator shall be
shared equaUy by the Owner and the Contractor.
.03 The arbitration hearing shan be held in a place mutuaUy agreed upon by, both parties or in the event
the parties do not agree, a site shall be chosen by the arbitrator. The cost of obtaining appropriate
facilities shall be shared equally by the OWner and the Contractor.
li.f:,,_,~_n _ _~
.04 '. The arbitrator may, in his or her discretion, award reasonable costs, related to the arbitration.
GC 3:15.06
The DecIsion
~.:'.
.01. The reasoned decision wi. be made in writing within 90 Days of the conclusion of the hearing. All
extension of time to make a decision may be granted with consent of both parties. Payment shall be
made In ac:cordance' with clause GC 3.14.06, Payment
GC3.16
Archaeological Finds
,~"
.01 If the Contractor's operations expose any items which may indicate an archaeological find, such as
building remains, hardware, accumulations of bones. pottery, or arrowheads, the Contractor shall
immediately notify the Contract Administrator and suspend operations within the area identified by the
Contract Administrator. NoIIfication may be verbal provided that such notice is confinned in writing
Within 2 Days. Work shan remain suspended within that area until otherwise direcled by the Contract
Administrator in writing, in 8coordance with subsection GC 7.09. Suspension of Work.
.02 Ally delay In the completion of the Contract that is caused by such a suspension of Work will be
considered to be beyond the Contractor's c:ontroIln accordance with paragraph GC 3.08.01.
'.03 Ally work direcled or authorized in connection with an archaeological find will be considered as Extra
. ~ Work in accordance with clause GC 3.11.02, Extra Work.
:'i>t
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GC 4.01
SECTION GC 4.0 - OWNER'S RESPONSIBIUTlES AND RIGHTS
Working Area
.01 The Owner win acquire an property rights which are deemed necessary by the Owner for the
construction of the Work, including temporary working easements, and will indicate the fun extent of
the Working Area on the Contract Drawings.
;02' The Geotechnical Report and'subsurface Report which win be provided by the Owner as part of the
tender documents shall fonn part of the Contract Drawings.
GC 4.02
Approvals and Pennlts
.01 The Owner win pay for all plumbing and building pennits.
.02 The Owner win obtain and pay for all.pennits, lioenses.and ,certiflC'l"""soIelyJequired,for Project
approval. . .
GC 4.G3
. Managementand DIsposition of Materials
.01 . . The Owner will identify in the Contract Documents the materials to be moved within or removed from.
the Working Area, and any characteristics' of those materials which will necessitate special materials
management and disposition.
.....;02 . InaclXlrdancev,;ttl'regulationsunder the OCCUpatioflal Healthand'SafetyAct; R:S.O.'.1990; 0.0.1,. as
amended, the Owner advises that
a) the designated substances silica, lead and arsenic are generally present throughout the Working
Area occurring naturaDy or as a result of vehicle emissions;
b) the designated substance asbestos is present in asbestos conduits for utilities;
. 'C)'the.foIlowing -hazardous'materia\s. are'ordinanly present in constnK:tion'acIivities:'fimestone,
gypsum, malble, mica and PoltIand cement; and
d) exposure'1O these substances. may-oocur as'a resultofaclivities by the Contractor such as
sweeping, grinding, crushing,driDing, blasting; cutting and abraslveblasling. -
.03 The Owner win identify in the Contract Documents any designated substances or hazardous
materials other than those identified above and their location in the Working Area.
.04 If the Owner or Co,lbaclol discovers or. Is advised-of .the' presence:.of.designated substances or
hazardous materials which are In addition to those listed in paragraph GC 4.03.02, or not clearly
:identified In the'Contract'Documents'accorcfing'lD';paragnIph;OO'4:~03;::Jhen:.verbalnotice win be
provided to the other party immediately withWlitten CCnflillllatiOll-within2 Days. The Contractor win
stop work In the area 'immediately and will determine the necessary steps required to complete the
work In accordance with applicable legislation and regulation.
.05 The Owner win be responsible for any reasooable - additional cOsts of removing,managing and
disposing of any material'not kklhUlied In the Contract Documents, or where conditions exist that
could not have been reasooably foreseen at the time of tendering. All work under this paragraph
shan be deemed to be Extra WOIk.
.06 Prior to commencement of the Work, the OWner will provide to the Contractor a list of those products
controlled under the WOIkplace Hazardous Materlafs Infonnation Systam or WHMIS, which the
Owner will supply or use OIl the Contract. togather with copies of the MateriaIs'8afaty Da1a Sheets for
these products. All containers used In the application of proclucls controIIad under WHMIS shall be
labelled. The Owner will notify the Co.,b .......... In wrlUng of c:hange& to the 1st and provide relevant
Material Safety Da1a SheellI.
0P8 GenenII Coo~ oIConnclt. .......~- ,-
Pege17
GC 4.04
Construction Affecting Railway Properly
.01 The OWner will pay the costs of allllagging and other Ilaffic control measures required and provided
by the railway company unless such costs are solely a function of the Contractor's chosen method of
completing the Wol1c.
GC 4.05
Default by the Contractor
.01 The Contractor shall be in default of the Contract if,
a) the Conllactor fails to commence the Work or execute the Work properly or otherwise fails to
comply with the requirements of the Contract to a substantial degree; or
b) if the Conllactor is adjudged bankrupt or makes a general assignment for the benefit of creditors
because of insolvency or if a receiver is appointed because of insolvency. .
GC 4.06 Notification of Default
.:}~.~
~,"~i~
.01'"'iQle Owner win give written notice of a default to the Contractor as soon as .the OWner becomes
. , 'aWare of the aUeged default but failure to give such notice in a timely way shall not constitute
condonation of the default The notice wift include instruclIons to correct the default within 5 Worldng
Days.
GC4.G7
Contracto.... RIght to Correct. Default
.01 The Contractor shaft have the right within the 5 full Working Days following the reoelpt of a notice of
default to correct the default and provide the Owner with satisfad\n'y proof that appropriate ec.he.Aive
measures have been taken.
.02 If the correction of the default cannot be completed within the 5 tuft Working Days following receipt of
the notice, the Contractor shaft not be In default if the Contractor,
a) commences the correction of the default within the 5 tuft Working Days following reoelpt of the
notice;
b) provides the Owner with an acceptable schedule for the progress of such correction; and
c) completes the correction In accordance with such schedule.
GC 4.08
Owner's RIght to Conect Def8ult
.01 If the Contractor falls to correct the default within the time specified In subsection GC 4.07,
,:fi;pntractor's Right to Correct a Default, or subsequently agreed upon, the Owner, without prejudice to
. .;!!,!iy other right or remedy the Owner may have, may correct such default and deduct the cost thenIof,
as certified by the Contract Administrator, from any payment then or theteafter due to the Contractor.
GC 4.ll9
Tennlnatlon of Contractor's RIght to Continue the Work
.01 Where the Conllactor falls to correct a default within the time specified in subsection GC 4.07,
Contractor's Right to Correct a Default, or subsequenUy agreed upon, the Owner, without prejudice to
any other right or remedy the Owner may have, may terminate the Conllactor's right to continue the
WolK In whole or In part by gMng written natioe to the Coull -tur.
.02 If the Owner terminates the Contractor's right to continue with the Work In whole or in part, the OWner
will be entitled to.
a) take pas_slon of the Working Area or that portion of the Working Area devoted to that part of the
Work terminated;
b) utilize the equipment of the Co..b-tur and any MalerIal within the WorkIng Area which Is Intended
to be lr1ooIpo!ated Into the WolK, the whole IUbjecl to the right of thlnl parties;
c) withhold further payments to the Contractor with respect to the Work or the portion of the Work
withdrawn from the Cot lIlao::tor until the Work or portion thereof withdrawn Is completed;
...,.
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d) charge the Contractor the additional cost over the Contract price of completing the Work or portion
thereOf withdrawn from the Contractor, as certified by the Contract Administrator and any
additional compensation paid to the Contract Administrator for such additional service arising from
the correction of the default;
e) charge the Contractor a reasonable allowance, as determined by the Contract Administrator, to
cover correction to the Work performed by the Contractor that may be required under subsection
GC 7.15, Warranty;
1) charge the Contractor for any damages the Owner may have sustained as a result of the default;
and
g) charge the Contractor the amount by which the cost of corrections to the Work under subsection
GC 7.15, Warranty, exceeds the allowance provided for such corrections.
GC4.10
Final payment to Contractor
.01 If the Owne(s cost to correct and completetheWorkin.whole orin :parUs ,less than the amount
withheld ',from the Contractor' under 'subsection' 'GC'4.09,'Yennination.of..pontractor's Right to
Continue the Work; the Owner will pay the'balanceto:the'Contractor:assoOrl'1ls the final accounting
for the Contract is complete.
GCol.11
Tennlnation of the Contract
.01 Where the Contractor is in default of the Contract the OWner may, without prejudice to, any other right
or remedy the owner may have, 1ennlnatethe Contract by gMngwritten notice of termination to the
'Contractor,theSUrety'and 'anytrustee'orreceiveracting on behalf of ' the Coubactor's, estate or
creclltors.
.02 If the Owner elects to terminate the Contract the Owner will provide the Contractor and the trustee or
receiver with a complete accounting to the date of termination.
GC4.12
Continuation of Contractor's Obligations
.01 The Contracto(s' obligation under the Contract as toqualityr correction and warranty of the Work
performed prior to the time of termination of the Contract or termination oftheCoutl acto(s right to
continue with the Work in whole or in part shall continue to be in force after such tennination.
GC 4.13
Use ofPerfonnance Bond
.01 If the Contractor is in default of the Contract and the Contlaclorhas'provided'a Perfonnance Bond,
the provisions of this Section shall be exercised'in aocordance with the (l(lOditions of the Performance
Bonet .........,
OP8o.n..t~GI~.SI.11 ,Iller 1...
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GC 5.01
SECTION GC 5.0. MATERIAL
Supply of Material
.01 All Material necessary for the proper completion of the Work, except that listed as being supplied by
the Owner, shaD be supplied by the ContraclDr. The Conbacl price for the appropriate tender items
shall be deemed to include full compensation for the supply of such Material.
;
GC 5.02
Quality of Material
.,
.01 All Material supplied by the ContraclDr shall be new or unless otheIwise specified in the Conbacl
Documents. .
.02 Material supplied by the Co.ib....tu,. shall conform to the requirements of the Conllael.
.03 ~ &peeified or as requested by the Conbacl Administrator, the Conbaclor shaD make available for
..;~pection or testing 8 sample of any MaterIaJ to be supplied by the COhb....tu..:o
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.04 ;the ContraclDr shaD obtain for the Conbacl Adminlstrator the right to enter upon the premises of the
Material manufacturer. or suppl'1ef to carry out such inspection, sampling and testing as speclfied or a
< requested by the Contract AdmiHilobdJx),'.
.~
.05 The ContraclDr shan notify the Contract Adminibb.... of the SOI.I'CeS of supply sufficiently in advance
,.of the MaterIaJ shipping dates to enable the Contract Administrator to perform the required inspection,
. . sampling and testing.
.06 The 0Nner will not be responsible for any delays to the Conbaclut'$ operations where the Contractor
fails to give su1liclent advance notice to the Contract Administrator to enable the Conbacl
Administrator to carry out the required inspection, sampling and testing before the scheduled shipping
date.
.07 The COnb...Auf shall not change the source of supply of any Material without the written authorization
of the Contract Adminlstrator.
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.08 Material which is not specified shall be of a quality best suited to the purpose required and the uSe of
such Material shaD be subject to the approval of the Contract Adminisllator.
GC 5.03 ..
~~~
Rejected Material
~'.g.'-
.01 R~ MaterIaJ shan be removed from the WOIking Area expeditiously after the notification to that
~ from the Contract Administrator. Where the ContraclDr fails to comply with such notice the
Contract Administrator may cause the rejected Material to be removed from the Working Area and
disposed of in what the Contract Administrator considers to be the most appropriate manner and the
ContraclDr shall pay the costs of disposal and the appropriate overhead charges.
GC 5.04
Substitutions
.01 Where the specifications require the COntraclDr to supply a Material designated by a trade or other
name, the Tender shall be based only upon supply of the Material so designated, which shall be
regarded as the standard of quality required by the speclfication. After the accepIance of the Tender,
the COhb....tu. may apply to the Contract Adminislrator to substitute another Material Identified by 8
different trade or other name for the Material designated as aforesaid. The application shall be in
writing and shall state the price for the proposed substitute Material deslgnated as aforesaid, and
such other Information as the Contract Admlnlsb dllo.' may require.
PIige 20
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.02 Rulings on a proposed substitution will not be made prior to the acceptance of the Tender.
Substitutions shall not be made without the prior approval of the Contract Administrator. The
approval or rejection of a. proposed substitution will be made at the discretion of the Contract
Administrator.
.03 . If the proposed substitution is approved by the Contract Administrator, the Contractor shall be entiUed
to the first $1000 of the aggregate saving In cost by reason of such substitution and to 50% of any
additional saving in cost in excess of such $1000. Each such approval shall be conveyed to the
. . Contractor in writing or by issuance of a Certificate of Equality on the Owner's .standard fonn of
. "Certification of Equality" and If any adjustment to the Contract price' is made by reason of such
substilulion a Change Order shall be issued as well.
GC 5.05
GC 5.05.01
OWner Supplied Material
Ordering of Excess Material
.01 Where Material is supplied by the OWner.:andwhere ;this;MateriafJis;ordereiLi>y the Contractor in
excess of the amount specified to complete the Work;;~uch~excess;Materia1 shall become the
property of the Contractor on completion of the Work and shall be charged to the Contractor at cost
plus applicable overheads.
GC &.05.02
Care of Material
.01.TheContractor shall, in advance of receipt of shipments of MateriaI.supplied by the OWner, provide.
. adequate and properslolage facilities acceptable to the Contract Administrator, and on the receipt of .'
such Material shall prompUy place It In storage except where It is to be lncorporated forthwith into the
Work.
.02 The Contractor shall be responsible for acceptance of Material supplied by the OWner, at the
specified delivery point and for Its safe handling and storage. If such Material is damaged while
. under.the control of the Contractor It shall be replaoed or repaired by the Contractor at no elqlense to
the OWner, and. to the saIisfaclion of the Contract Administrator; If such Material is rejected by the .
Contract Administrator for re8sons which are not the fault of the .Contractor It shall remain in the care
and at the risk of the Contractor until Its disposition has been determined by the Contract
Administrator.
.03 Where Material supplied by the OWner arrives at the delivery polnt in a damaged condition or where
there are discrepancies between the quantities received 'and;1tJe:quantities.shown on the bills of
lading, the Contractor shall immediatelpeporl'such damage or discrepancies to the Contract
Administrator who shall arrange for an':lmmediate".lnspectjon ..of-:the'Jshlpment and provide the
Contractor with a written release fromresponsibllity for such damage or.deficiencles. Where damage
or deficiencies are not so reported It will be assumed that the shipment arrived In good order and any
damage or deficiencies reported thereafter shall be made good by the Contractor at no extra cost to
the OWner.
.04 The full amount of Material suppfled by the OWner In each shipment shall be accounted for by the
Contractor and such Material shall be at the risk of the Contractor after laking delivery. Such Material
shaD not, except with the written permission of the Contract Admlnistrator, be used by the Contractor
for purposes other than the performance of the Work under the Contract.
.05 Empty reels, crates, containers and other type of packaging from Material supplied by the OWner
shall become the property of the Contractor when they are no longer required for their original
purpose and shall be disposed of by the Contractor unless othetwIse specilled in the Contract
Documents.
OPl$Gene<aI eo._. d~. 81.11_,_
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.06 The Contractor shall provide the Contract AdministralDr, immediately upon receipt of each shipmen~
copies of bills of lading, or such other documentation the Contract Administrator may require to
substantiate and reconcile the quantities of Material received.
.07 Where Material supplied by the Owner is ordered and stockpiled prior to the award of the Contract,
the Contractor shall, at no extra cost to the Owner, immediately upon commencement of operations,
check the Material. report any damage or deficiencies to the Contract Administrator and take charge
of the Material at the stockpile site. Where damage or deficiencies are not so recorded by the
Contractor it shall be assumed that the stockpile was in good order when the Contractor took charge
of it and any damage or deficiencies reported thereafter shall be made good by the Contractor at no
extra cost to the Owner.
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CPa 0eIwIl CondlUonofJIeo..r.cl. Sit. _1_
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SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE
GC 6.01
Protection of Work, Persons and Property
.01 The Contractor, the Contractor's agents and all workers employed by or under the control of the
Contractor, including Subcontractors, shall protect the Wlllk, persons and property from damage or
injury, and shall be responsible for all losses and damage which may arise as the result of the
Contractor's operations under the Contract unless indicated to the contrary below.
.02.. The Contractor is responsible for the full cost of any necessary temporary provisions and the
restoration of all damage where the Contractor damages the Wort< or property in the performance of
the Contract. If the Contractor is not responsible for the damage that occurs to the Wort< or property
the Contractor shall restore such damage, and such work shall be administered according to these
General Conditions.
.03 The Contractor shall immediately lnformthe.ContractAdmlnistratorofall"damage and injuries which
occur during the tenn of the Contract.
.04 The Contractor shall not be responsible forloss and damage'1hat occurs as a result of,
a} war;
b) blockades and civil commotionS;
c) errors In the Contract Documents; or
d) acts or omissions of the OWner. the ContraclAdministrator, their agents and em~,orothers
not under the control of the Contractor. but within the Working Area with the Owner'spennission.
.05 The Contractor and his Surety or Sureties shall not be released from any tenn or provision of any
responsibility. obligation or rl8bDity under the Contract or waive or impair any of the rights of the
OWner except by a release duly executed by the OWner.
GC 6.02
Indemnification
.01 The Cot ,II actor shan indemnify and hold hannless the OWner and the. Contract Administrator, their
agents, officers. and employees from and against all c1aims,demands, losses. expenses. costs,
damages, . actions, suits or proceedings by third parties, hereinafter caUed "claims". directly or
indirectly arising or aUaged to arise out of the performance of or the failure to perfonn the Wort<,
provided such claims are,
a) attributable to badDy injury, sickness. disease, or death or to damage to or destruction of langlble
property;
b) caused by negligent acts or omlssionSofthecCullbaCiXlr oranyone.for:whose acts the Contractor
may be liable; and
c) made in writing within a period of 6 years from the date of Substantial.Perforrnance of the Wort< as
set out in the Certificate of Substantial Performance of the Wort< or, where so specified in the
Contract from the date of certification of Final Acceptance.
.02 The Contractor shall indemnify and hold hannless the OWner from an and every claim for damages,
royalties or fees for the Infringement of any patented invention or copyright occasioned by the
Contractor In connection with the Wort< perfonned or Material furnished by the Contractor under the
Contract.
.03 The OWner expressly waives the right to Indemnity for claims other than those stated above in
paragraphs GC 6.02.01 and GC 6.02.02.
.04 The Owner shall Indemnify and hold hannless the Contractor. his agents, officers and employees
from and against aU claims, demands, losses, expenses, Costs, damages, actions, suits, or
proceedings arising out of the Cot,bactor's performance of the Contract which are attributable to a
lack of or defect In UtIe or an alleged lack of or defect In UtIe to the Working Area.
OP8 Oe-.l ConclIllclM of ~- ",/lbeI tll8ll
PtIge 23
.05 The Contractor expressly waives the right to indemnity for claims other than those stated above in
paragraph GC 6.02.04.
GC 6.03
GC 6.03.01
Contractor's Insurance
General
.01 Without restricting the generality of subsection GC 6.02, Indemnification, the Contractor shall provide.
maintain and pay for the insurance coverages listed under clauses GC 6.03.02 and GC 6.03.03.
Insurance covelage in clauses GC 6.03.04, GC 6.03.05 and GC 6.03.06 will only apply when so
specified in the Contract Documents.
GC 6.03.02
General liability Insurance
.~;. .'
.01 General liability insurance shall be in the name of the Contractor, with the OWner and the Contract
'@:ll1li1islrator named as additional insureds, with limits of not less than 5 million:dollars inclusive per
'@Jrrence for bodily injury, death, and damage to property including toss ot.use thereof, with a
.~rty damage deductible of not more than $5000. The form of this inSUrance shall be the
-I~rance Bureau of Canada Form IBC 2100, elated 8-87. .
.02 -j'Another form of insurance equal to or better than that required in IBe Form 2100 may be used,
provided all the requirements listed in the Contract are included. ApprovaJ of this insurance win be
conditional upon the CohbaCtur obtaining the services of an insurer Jicensed to underwrite insurance
in the Province of Onlario and obtaining the insurer's certlIicate of equivalency to the required
insurance.
.03 The Insurance shall be maintainad continuously from the commencement of the Work until 12 months
following the date of Substantial Performance of the Work, as set out in the Certificate of Substantial
Performance of the Work, or until the Rnal Acceptance Certificate Is Issued, whichever is later, and
with respect to completed operations COveIage for a period of not less than 24 months from the date
of Final Acceptance of the Work as set out In the Rnal Acceptance Certificate, and thereafter to be
maintained for a further period of 4 years.
.04. The Contractor shall submit annually to the OWner, proof of continuation of the completed operations
. coverage and if the Contractor fails to do so, the limitation period for claiming Indemnity described in
paragraph GC 6.02.01 c), wIJ not be binding on the Owner.
.05 StIould the Contractor decide not to employ Subconbactors for operations requiring the use of
el!Ptosives for blasting, or pile driving or caisson work, or removal or weakening of support of property
~~icl,ing or land, IBC Form 2100 as required shall Include the appropriate ~ents.
'tU.,.r
.06 The policies shall be endorsed to provide the OWner with not less than 30 Days' written notice in
advance of cancellation, change or amendment restricling coverage.
. .
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.07 "Claims Made" insurance policies wiIIllOt be permitted.
GC &.03.03
Automobile liability Insurance
.01 AutomobIle lability Insurance in respect of licensed vehicles shaH have limits of not less than 5 million
dollars)nclusive per occurrence for bodily Injury, death and damage to property, in the following forms
endorsed . to provide the Owner with not less than 30 Days' written nollce in advance of any
canceHation, change or amendment restricling coverage:
a) standard non-owned automobile policy including standard contractualliabHity endorsement, and
b) standard OWIleI's form automobIe polley providing third party liability and accident benefits
insurance and covering licensed vehicles owned or operated by the Contractor.
... Z4
OPS 0enINI CoOlRllIII.d C<<*aci.lljll 1111..-'889
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GC 6.o3.G4
Aircraft and Watercraft Uablllty Insurance
.01 Aircraft and watercraft rl8bllity Insurance with respect to owned or non-owned aircraft and watercraft if
used directly or indirectly in the performance of the Work, Including use of additional premises. shall
be subject to finiits of not less than 5 minion dollars inclusive per occurrence for bodily Injury, death.
and damage to property inclucfmg loss of use thereof, and limits of not less than 5 million dollars for
aircraft passenger hazard. . Such insurance shall be in a form acceptable to the Owner. The policies
shan be endorsed to provide the Owner with not less than 30 Days' written notice in advance of
cancellation, change or amendment restric:ling coverage.
GC 6.03.05
GC 6.03.05.01
Property and Boller Insurance
Property Insurance
. .01" All risks property insurance shaD be in the nameofthe.Contractor+1IIilh~er.and the Contract
Administrator named . as.addltional insureds,insuring'nol.cless:.lhan;.the';SUIl'lCof'the .amount of the
Contract price and the full value, as may.be.state<Un.the..;SupplemElotaliGeneraL.Conditions, of
. Material :that is specified to beprovided:by:the'OWrier;1orlincorporation~'lntothe..work,with,a
deductible not exceeding 1 % of the amount insured at the s1te'of the Work. This insurance shall be In
,; a form acceptable to theOWnerandshaUbe maintained conlinuously .until.10 Daysafter.the dale of
Final Acceptance of the Work, as set out In the Final Acceptance Certificate. .
GC 6.03.os.02
Boller Insurance
. ".01 "BollerlnSurancelnsurUlt1the interests of the Contractor, the OWnercand the ContractAdminlslralorfor
not less than the replacement value of boilers and pressure vessels. fornilng partDf the Work, shall be
in a form acceptable to the OWner. This insurance shall be maintained continuously from
commencement of use or operation of the property insured until 10 Days after the dale of Final
Acceptance of the Work, as set out in the Fmal Acceptance Certificate.
. GC 6.03.05.03 .
Use and Occupancy of the Work'Priorto Completion
.01 Should the OWner wish to use or occupy part or aU of the Work prior.to Substantial Performance, the
Owner will 'give 30 'Days" written notice to the. Contractor of the intended purpose and extent of such
use or occupancy. Prior to such use or occupancy the Contractor shall notify the Owner in writing of
the additional premium cost, if any, to maintain property and boiler insurance, which shall be at the
Owner's expellse. If because of such use or occupancy theContraclDr is unable to provide
coverage, the Owner upon written notice from .the.ContraclDr'andprior.to:sucb: use or. occupancy
shall provide.. maintain and pay for property and. boiler .insurance.1nsuring .lh8.fuDvalue of the Work,
Including coverage for such use or occupancy, and shall. provide the -contractor with proof of such
Insurance. . The ContraclDr shall refund to the OWner the unearned ,premiums applicable to the
Contractor's policies upon termination of coverage.
.02 The poflCles shaU provide that, in the event of a loss or damage. payment shall be made to the Owner
and the Contractor as their respective Interests may appear. The Contractor shall act on behalf of
both the Owner and the Contractor for the purpose of adjusting the amount of such loss or damage
payment with thelnSurers. When the extent of the loss or damage Is determined the Collbactor shall
proceed to restore the Work. Loss or.damage shall not affect the rights and obflllations of either party
under the Contract except that the Contractor shall be entiUed to such reasonable exl8nsion of
Contract Time relative.to the extent of the loss or damage as the Contract Administrator may decide
in consultation with the Contractor.
OPSca.n.r.l~lIIo..,ul~-SI,I1I""'88ll
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GC 6.03.05.04
Payment for Loss or Damage
.01 The Contractor shall be entiUed to receive from the Owner, in addition 10 the amount due under the
Contract, the amount at which the Owner's interest in restoration of the WOIl< has been appraised,
such amount 10 be paid as the restoration of the Work Proceeds and in accordance With the
requirements of SeCtion GC 8.0, Measurement and Paymenl In addition the Contractor shall be
entitled 10 receive from the payments made by the insurers the amount of the Contractor's interest in
the restoration of the WOIl<.
.02 The Contractor shall be responsible for deductible amounts under the porlcles except where such
amounts may be excluded from the Contractor's responsibility by the terms of this Contract.
.03 In the event of a loss or damage 10 the Work arising from the action or omission of the Owner or
others, the Owner shall pay the Contractor the cost of restoring the WOIl< as the restoration of the
WOIl< Proceeds and In accordance With the requirements of Section GC 8.0, Measurement and
Paymenl
GC 6Jl3.G6
Contractor's Equipment Insurance
.01 All risks ContraclDr's equipment insurance covering construction machinery and equipment used by
the Conbach.. for the pedormanoe of the Work, including boiler Insurance on temporary boilers and
pressure vessels, shall be In a form acoeptablelo the OWner and shall not allow subrogation claims
by the insurer against the Owner. The po6cies shall be endorsed 10 provide the Owner with not less
than 30 Days' written notice in advance of canoellatlon, change or amendment resb ictIng coverage
Subject to satisfaetI), Y proof of financial capability by the Coub...Au. for self-insurance of the
Cc.. ,b....tl.. '. Equipment. the Owner agrees to waNe the equipment Insurance requirement, and for
the purpose of this Contract, the Contractor shall be deemed 10 be insured. This policy shall be
amended 10 provide pennission for the Contractor to grantprior releases with respect to damage to
the Contractor's Equipment
GC 6.03.07
Insurance Requirements and Duration
.01 Unless specllied otheIWise the duration of each insurance policy shall be from the date of
commencement of the WOIl< until 1 0 Days after the date of Final Acceptance of the Work, as set out
in the Fmal Acceptance Certlfal\..
.02 The Contractor shaH provide the Owner, on a form acceptable to the Owner, proof of insurance prior
to commencement of the Work, and signed by an officer of the Contractor and either the underwriter
or the broker.
.03 The Contractor shall, on request, promptly provide the OWner With a certified true copy of each
insurance policy exclusive of information pertaining to premium or premium bases used by the insurer
to determine the cost of the insurance. The certified true copy shall include a signature by an officer
of the Contractor and In addition, a signature by an officer of the insurer or the underwriter or the
broker.
.04 Where a policy is renewed the Contractor shall provide the Owner, on a form acceptable to the
Owner, renewed proof of Insurance Immecfl8tely following completion of renewal.
.05 Unless specllied otherwise the Contractor shan be responsible for the payment of deductible amounts
under the pollcles.
.06 If the Contractor fails to provide or maintain Insurance as required In subsection GC 6.03,
Contractor's Insurance, or elsewhere In the Contract Documents, then the Owner will have the right to
provide and maintain SUCh Insurance and give evidence thereof to the Contractor. The OWner's cost
thereof shall be payable by the Col,b....... to the Owner on demand.
Page 2lI
OPSo.n.atCondlUo.~af~.81~111l1l..'l1ll8
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.07 If the Contractor falls to pay the cost of the insurance plaoed by the Owner within 30 Days of the date
on which the Owner made a formal demand for reimbursement of such costs the Owner may deduct
the costs thereof from monies which are due or may become due to the Contractor.
GC 6.04
Bonding
.01 The ContractOr shall provide the Owner with the surety bonds in the amount required by the tender
documents.
~02 Such bonds shall be issued by"a dUly licenSed surety company authorized to transact a business of
suretyship in the Province of Ontario and shall be maintained in good standing until the fulfilment of
the Contract.
OPS o.r.- Condlllonad~' ~ 1_
"'27
SECTION GC 7.0. CONTRACTOR'S RESPONSIBIL01ES AND CONTROL OF THE WORK
GC 7.01
General
.01 The Contractor wanants that the site of the Work has been visited during the preparation of the
Tender and the character of the Work and all local conditions which may affect the perfonnance of
the Work are known.
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.02 The Contractor shall not commence the Work nor deliver anything to the Working Area until the
'Contractor has received a written order to commence the WOlk, signed by the Contract Administrator.
.03 The Contractor shall have complete control of the Work and shall effectively direct and supervise the
Work so as to ensure confonnity with the Contract Documents. The Contractor shall be responsible
for construction means. methods, techniques. sequences and procedures and for coordinating the
various parts of the Work.
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.04 The Contractor shaD have the sole responsibility for the design. erection. operatiOn. 'maintenance and
....'W"oval of temporary stnJctures and other tempomy facItitIes and the design and execution of
.l~ methods required in their use.
.OS--Notwithstanding plI/8Qraph GC 7.01.04. where the Contract Documents include designs for
tempomy structures and other temporary facilities or specify a method of construction In whole or
part, SUch faclities and methods shan be considered to be part of the design of the Work, and the
Contractor shall not, be held responsible for that part of the design or the specified method of
'construction. The Contractor shan. however. be responsible for the execution of SUch design or
specified method of construction in the same manner that the Contractor is responslble for the
execution of the Work.
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.06 The Contractor shall execute the tenns of the Contract in strict compliance with the requirements of
the Occupational Health and Safety Act. R.S.O. 1990. c.O.1 (the "Aclj and Ontario Regulation
213/91 (which regulates Construction Projects) and any other regulations under the Act (the
"Regulations") which may affect the performance of the Work, as the "constructo(' or "employer". as
defined by the Act, as the case may be. The Contractor shall ensure that
a) worker safety is given first priority in planning, pricing and performing the Work;
b) its officers and supervisory employees have a working knowledge of the duties of a "constructor"
and "employer" as defined by the Act and the provisions of the Regulations applicable to the Work,
and a personal commitment to comply with them;
c)" a copy of the most current version of the Act and the Regulations are avaftable at the Contractor's
,office within the Working Area. or. In the absence of an office. In the possession of the supervisor
, ,~ponSlble for the performance of the Work; ,
AtY/Ori(ers employed to carry out the Work possess the knowledge, skills and protective devices
required by law or recommended for use by a recognized industry association to allow them to
' work in safety;
e) its supervisory employees carry out their duties in a diligent and responsible manner with due
consideration for the health and safety of the workers; and
f) all Subcot ,b....tors and their employees are propeIly protected from Injury while they are at the
work place.
.07 The Collba.Au,' when requested shall provide the Owner with a copy of its health and safety policy
and program at the pre-start meeting, and shan respond promptly to requests from the OWner for
confinnation that Its methods and Procedures for carrying out the Work comply with the Act and
Regulations. The eo.,b...Au.' shall cooperate with representatives of the OWner and inspectors
appointed to enforce the Act and the Regulations in any Investigations of worker health and safety in
the performance of the Work. The Contractor shan indemnify and save the OWner hannless from any
additional expense which the Owner may Incur to have the Work performed as a resun of the
Contractor's flIIlure 10 comply with the requirements of the Act and the Regulatlons.
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.08 Prior to commencement of the Work the Contraclor shall provide to the Contract Administrator a list of
those products controUed under the Workplace Hazardous Materials Information System or WHMIS,
which the Contraclor expects to use on the Contract Related Materials Safety Data Sheets shalt
accompany the submission. AD containers used in the application of products controlled under
WHMIS shall be labelled. The Contraclor shall notify the Contractor Administrator of changes in
writing and provide relevant Material Safety Data Sheets.
.09 The Contractor shall have an authorized representative on the site while any worK is being performed,
to act for or on the Contractor's behalf. Prior to commencement of construction, the Contractor shall
. notify the Contract Administrator of the names/addresses.. positions and. telephone numbers of. the
Contractor's representatives who can be contacted at any time to deal with matters relating to the
Contract
GC 7.02
Layout
.01 'Priotto commenoementof construction; the Contract Admir1i6bator and theContraclor win locate on
site those property bars, baselines and benchmarKs which are neoessary to delineate the Working
Area and to lay out the Work, all as shown on the Contract Drawings.
.02 The Contractor shaU be responsible for the .preservation ofaUproperty-barS.'while the Work is in
progress, except those property bars which. must be removed.to..facilitate;.;the Work. Any other
property bars distUrbed, damaged or removed by the Contractor's operations shall be replaced by.an
Ontario Land Surveyor, at the Contractor's expense.
.03 AI. no extra cost to the Owner,the Contraclor shall provide the Contract Administrator with such
materials and devices as may be necessary to layout the baselinE! and benchmarKs, and as may be
necessary for the inspection of the Work.
.04 The Contractor shall provide qualified personnel to lay out and establish all lines and grades
necessary for construction. The Cu"b actor shall notify the Contract Administrator of any layout work
carried out, so that the same may be checked by the Contract Administrator.
.05 The Contractor shall Install and maintain substantial alignment markers and secondary benchmarKs
as may be required for the JllOII8I" execution of the Work. The Cu.lb....hn shall supply one copy of all
alignment and grade sheets to the Contract Admlnistrator.
OPS o.n.w COlldlllol. of eonnct. '1II1._,l1D1
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.06 The Contractor shall assume full responsibility for alignment, elevations and dimensions of each and
al parts of the Work, regardless of whether the Conlractor's layout work has been checked by the
Contract Administrator.
.07 All stakes. marks and reference points provided by the Contract Administrator shall be carefully
preserved by the Contractor. In the case of their destruction or removal as a result of the Contractor's
operations, such stakes, marks and reference points WIll be replaced by the Contract Administrator at
the Contractor's expense.
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GCt.03
Damage by Vehicles or Other Equipment
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.01 If at any time. in the opinion of the Contract Administrator, damage is being done or is likely to be.
. done to any Roadway or any hnprovement thereon, outside the Working Area, by the Contractor's
. vehicles or other equipment, whether licensed or unlicensed equipment, the Contractor shall. on the
direction of the Contract Administrator, and at no extra cost to the Owner.. . make changes or
~bstitutions for such vehicles or equipment, and shall alter loadings. or in Some other manner.
,~ the cause of such damage to the satisfaotion of the Contract Administrator.
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GC 7.ll4 Exelss Loading of MofDrVehicles
.01 .,Where a vehicle is hauOng Material for use on the Work. in whole or In part upon a Highway, and
where motor vehicle registration is required for such vehicle, the Cot ,b....tv. shall not cause or permit
such vehicle to be loaded beyond the IegaIIlmIt specified in the Highway Traffic Act, RS.O. 1990,
c.H.8. as amended. whether such vehicle Is registeled in the name of the Conbaau. or otherwise,
"".
except where there are designated areas within the WoIlcing Area where overloading Is pennitted.
The Contractor shaft bear the onus of weighing disputed loads.
GC 7.05
Condition of the Working Area
.01 The Contractor shaft maintain the Working Area in a tidy condition and free from the accumulation of
debris, other than that caused by the OWner or others.
GC 7.06
Maintaining Roadways and Detours
.01 Where an existing Roadway Is affected by construction. It shall be kept open to traffic, and the
Contractor shalt, except as otheIwIse provided In this subsection. be responsible for providing and
maintaining for the duration of the Work, a road through the Working Area. whether along an existing
Hig"l1way. including the road under construction, or on detours within or adjacent to the Highway, in
accordance with the MUTCD.
.02 .~Contractor shall not be required to maintain a road through the WorkIng ~ until such time as
the Contractor has commenced operations or duling seasonal shut down or on any part of the
Contract that has been accepted in accordance with these General Conditions. The Contractor shall
not be required to apply deicing chemicals or abrasives or carry out snowplowing.
.03 Where localized and separated sections of the Highway only are effected by the Contractor's
operations. the Contractor will not be required to maintain intervening sections of the Highway until
such times as these sections are located within the Omits of the Highway affected by the Contractor's
general operations under the Contract.
.04 Where the Contract Documents provide for or the Contract Administrator requires detours at specific
locations, payment for the conslruclion of the detours, and If required, for the subsequent removal of
the detours. will be made at the Contract prices appropriate to such work.
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.05 The Contractor shall maintain, in a satisfactory condition for traffic, a road through the Working Area.
at the OWner's expense. The road through the Working Area will include any detour constructed in
accordance with the Contrad Documents or required by the Contract Administrator. Compensation
for all labour. equipment and materials to do this work shall be at the Contrad prices appropriate to
the work and; where there are no such prices. at negotiated prices. Notwithstanding the foregoing,
the cost of blading required to maintain the surface of such roads and detours shall be deemed to be
included in the prices bid for the various tender items and no adcfrtional payment will be made.
. '.06" Where work under the .Contrad Is discontinued for any extended period including seasonal shutdown,
'the Contrador shall, when cfrrected by the Contract Admlnistrator, open and place the Roadway and
detours in a passable. safe and satisfaclory condition for public travel.
.07 Where the Contractor constructs a detour which is not specIficaBy provided for. in the Contrad
DocIIments; or required by the' Contract Administrator, the construclion of the detour and, if required.
the subsequent removal shall be perfoi1ried:at;'the'iContracto~sexpense;.The detour shall be
construcledandmaintained tostruCturar'al'li:l"geometric.standarl:ls~ by .the Contrad
. Administrator.' Removal and slterestoratiOn.:stlall.,be".perfomIed.::as~dir.eaed. by the Contract
Administrator.
.08 . Where, with the prior written approVal of the Contrad Administrator, the Highway Is closed and the
. 'traffic diverted entirely off the Hlghwayto any other Highway, theCotdlactor shall, at no extra cost to
. the OWner,supply, 'erect and mainlain'1raffic control devices in.accotdance with the MUTCD.
.09 Compliance with1he foregolngprovisions shall in noway reIleVe the eo. Ill........ of obflgations under
. " subsE!clionGC'6.01;'ProteclioIl 'Of Work; Persons and"Property, dealng.' with the Contractol's
responsibility for damage claims. except for claims arising on sections of Highway within the Working
Area that are being maintained by others.
GC 7.07
Access to Properties Adjoining the Work and Interruption of Utility
5ervices
.01 . The Contrador shaH provide at all times, and at no extra cost to the OWner,
a) adequate pedestrian and vehicular access; and
b) continuity of UtHity services
to properties adjoining the Working Area.
.02 The Contractor shall provide at all times and at no extra cost to the OWner access to fire hydrants.
and water and gas valves located in the Working Area.
.03 Where any interruptions in the supply of.Utilityservices' are'requiredc'and.i8re authorized by the
Contrad Administrator, . the . Contractor'shall give the affected property owners notice in accordance
with subsection GC 7.11, Notices by the Contractor, and shall arrange such interruptions so as to
create a minimum of interference to those affected.
GC 7.08
Approvals and Permits
.01 Except as specified in subsection GC 4.02; Approval and Permits, the Contractor shall oblain and pay
for any permits, licenses" and certificates which at the date of tender closing, are required for the
performance of the Work.
.02 The Contrador shall arrange for all necessary Inspections required by the approvals and permits
specified in paragraph GC 7.08.01.
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GC 7.09
Suspension of Work
.01 The Contractor shall, upon wrillen notice from the Contract Administrator, discontinue or delay any or
all of the WOIk and work shall not be resumed until the Contract Administrator so directs in writing.
Delays, in ,these circumstances, will be administered according to subsection GC 3.08, Delays.
GC7.10
Contractor's Right to Stop the Work or Terminate the Contract
.;.?o:"
.01. If the Owner is adjudged bankrupt or makes a general assignment for the benefit of creditors because
';<Of insolvency or if a receiver is appointed because of insolvency, the Contractor may, without
prejUdice to any other right or remedy the Contractor may have, by giving the Owner or receiver or
trustee in bankruptcy Written notice, terminate the Contract. .
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.02 If the WOIk is stopped or otherwise delayed for a period of 30 Days or more under an order of a court
or other public authority and provided that such order was not issued as the result of an act or fault of
;;~Contractor or of anyone diteclly employed or engaged by the Contractor,,,the Cohb....tur may,
'.:~ prejudice to any other right or remedy the Contractor may have, by giving the Owner Written
"~' terminate the Contract. .
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.03 The Contractor may notify the Owner in writing, with a copy to the Contract Administrator, that the
. Owner is in default of contractual obflg8lions If,
a) the Contract Admhollibdb.H falls to issue certificates in accordance with the provisions of Section
GC 8.0, Measurement and Payment;
b) the Owner fails to pay the Cuo lb...tur, within 30 Days of the due dates Identified In clause GC
. ,. 8.02.03, Certification and Payment, the amounts certified by the' Contract Administrator or within
30 Days of an award by an arbitrator or court; or
c) the Owner violates the requirements of the Contract.
.04 The Contractor's Written notice 10 the Owner shall advise that if the default is not corrected in the 7
Days Immediately following the receipt of the Written notice the Cohb-.hn may, without prejudice 10
any other right or remedy the Contractor may have, stop the Work or tenninate the Contract.
.05 If the Contractor tennlnates the Contract under the conditions set out in this subsection, the
, Contractor shall be entitled 10 be paid for all work performed according to the Contract Documents
and for any losses or damage as the Contractor. may sustain as a resuIl of the termination of the
Contract.
GC7~U
Notices by the Contractor
,,~
.01 Before. work is carried out which may affect the property or opelCltions of any Ministry or agency of
g5vemment or any pelSOll, company, partnership or corporation, including a municipal corporation or
any board or commission thereof, and in addition to such notices of the commencement of specified
opeICItions as are prescribed elsewhere in the Contract Documents, the Contractor shall give at least
48 hours advance Written notice of the date of commencement of such work to the person, company,
partnership, corporation, board, or commission so affected.
.02 In the case of damage 10, or Interference with any utilities, pole lines, pipe lines, conduits, farm tiles, .
or other public or privatefy owned works or property, the Contractor shall ilTlll1ed'l8tely notify the
Owner and the Contract Administrator of the location and details of such damage or Interference.
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0P8 Geow8I Coowllklllod ~ .Ilpllmbet 1_
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GC 7.12
Obstructions
.01 Except as otherwise noted in these General Conditions, the Contractor assumes all the risks and
responsibilities arising out of any obstruction encountered in the performance of the Work and any
traffic conditions, including traffic conditions on any Highway or road giving access to the Working
Area caused by such obstructions, and the Contractor shall not make any claim against the Owner for
any loss, damage or expense occasioned thereby.
'.02 Where the obstruction is .a' Utifrty or other man-made object, the Contractor shall not be required to.
assume the risks 'and responsibifrties arising out of such obstruction, unless the location of the..
obstruction is shown on the plans or described in the specifications and the location so shown is
within the tolerance specified in paragraph GC 2.01.01 a), or unless the presence and Iocalion of the
. obstruction has otheIwise been made known to the Contractor or could have been determined by the
visual site investigation made by the .Contractor in accordance with these General Conditions.
.03 During the course of the Contrac:t, it isthe'Contraclor's'responslbility!tDoconsult<With Utility companies
-Cor other appropriate authorities for .further:inf"......tion.ln 'regard ,to;the:exact!loCiltion .of these Utilities, .
to exercise the necessary care In construction'operalions;andill1ake1lUch-otlier.precautions as are
necessary to safeguard the Utility from damage. .
GC7.13
Umitations of Operations
.01 Except for such work as maybe required by theContrad Administrator.to maintain the Work ina sate
and satisfactory condition, the Contractor shall not carry on operations under the Contract on
SUndays without permission in writing from the Contract Administrator.
.02 The Contractor shall cooperate with other Contractors, Utility companies and the OWner and they
shall be allowed access to their work or plant at all reasonable times.
GC 7.14
. Cleaning Up Before Acceptance
. .01 Upon attaining SUbstantial Periormance of the Work, the Contractor shall remove surplus. materials,
, tools, construction machinery and equipment not required for.the performance of the remaining Work.
The Contractor shall also remove all temporary works and debris other than that caused by the
OWner, or others and leave the Work and Working Area clean and suitable for occupancy by the
Owner unless otherwise specified.
.02 The Work shall not be deemed to have reached Completion-until,the-COntractor has removed surplus
materials, tools, construction machinery. and' 'equipment The Contractor shall also have removed
debris, other than that caused by the Owner, or others. . -
GC 7.15
Warranty
.01 The Contractor shall be responsible for the proper performance of the Work only to the extent that the
design and speclfications permit such performance.
.02 Subject to the previoosparagraph the Contractor shall correct prompUy, at no additional cost to the
OWner, defects or deficienctes In the Work which appear,
a) prior to and during the period of 12 months from the date of Substantial Performance of the Work,
as set out In the Certificate of Substantial Performance of the Work,
b) where the work is completed after the date of Substantial Performance, 12 months after
Completlon of the Work,
c) where there is no Certificate of Substantial Performance, 12 months from the date of Completion
of the Work as set out In the Completion Certlflcate, or
'OPS~Co"dlllo...IIf~.""'- 1_
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d) such longer periods as may be specified for certain Materials or some of the Work.
The Contract Administrator win promptly give the Contractor written notice of observed defects or
deficiencies.
.03 The Contractor shall correct or pay for damage resulting from corrections made under the
requirements of paragraph GC 7.15.02.
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SECTION GC 8.0 - MEASUREMENT AND PAYMENT
GC 8.01
GC 8.01.01
Measurement
Quantities
.01 The Contract Administrator will make an estimate once a month, in writing, of the quantity of Work
performed, The first estimate will be the quantity of Work performed since the Contractor
, commenced the Contr'act.; and every subsequent estimate; except1he final one, will be of the quantity
of Work performed since the preceding estimate was made. The Contract Administrator will provide
the copy of each estimate to the Contractor within 10 Days of the Cut-otf Date.
, '.02 ' Such quantities for progress payments- shall be construed and held to approximate. The final
.. quantities for the issuance of the Completion Certificate shan lIebased on the measurement of Work
completed.
.03 - MeasUrement of the quantities 'of the-Work'performed,wiDbe'zeitber:.1ly~ActUaI-Measurement or by
, Plan 'Quantity principles as indicated in 1hEreonttac:t:"'Adjustmei1ts,to1:Plan':(iluantityrneasurernents
-will norrnallybe tnade 'usiilgPlan 'Quantity'Jlrinclples but may; 'where' apprOPriate, be made. using
AetuaI Measurements. Those'items identified on1he'Tenderbythe notation (P) in the unit column
"'shaD be paldacoording'to the Plan Quantity. items where thenciiation (P) does not occur shall be.
-',' paid acoordingto AetuaI Measurement
GC 8.01.02
Variations In Tender QuantIties
.01 Where it - appears that the quantity of Work to be done'andlorMateriaI' to be supplied by the
Contractor under a unit price tender Item wiD exceed or be leSs than the tender quantity, the
Contractor shall proceed to do the Work and/or supply the Material required to complete the tender
item and payment wiD be made for the actual amount of Work done and/or Material supplied ,at the
unit prices stated in the Tender except as provided below:
, a) In the case of a Major Item where the quantity of Work performed and/or Material supplied by the
Contractor exceeds the tender quantity by more than 15%, either party to the Contract may make
a written request to the other partyto-n~ a revised unit price for that portion of the Work
performed and/or'MateriaI supplied which exceeds 115% of the1ender quantity; The negotiation
shall be carried out as soon as reasonably possible. Any revision of the unit price shaD be based
on the reasonable cost of doing the Work and/or supplying the Material under the tender Item plus
a reasonable aDowance for profit and applicable overhead.
b) In the case of a Major Item where the'quantity'OfWork-performedand/or,MateriaI supplied by the
Contractor is less than 85% of the tender'quantity, the Contractor may make a written iequest to
negotiate for the portion of the actuakoverheads'and. fixed lCOSls, applicable to the amount of the
underrun in excess of 15% of the tender quantity; For purposes of the'negotiation, the overheads
and fixed costs applicable to the Item are deemed to have been prorated uniformly over 100% of
the tender quantity for the item. Overhead costs shall be confirmed by a statement certified by the
Contractor's senior financial officer or auditor and may be audited by the Owner. Alternatively,
where -both parties agree, an allowance equal to 10% of the' unit price on the amount of the
underrun in excess of 15% of the tender quantity will be paid.
Written requests for compensation must be received no later than 60 Days after the issuance of the
Completion CertIficate.
GC 8.02
Payment
Price for Work
GC 8.02.01
.01 Prices for the Work shall be full compensation for all labour, equipment and Material required In Its
performance. The term "an labour, Equipment and Material" shall include Hand Tools, supplles and
other Incidentals.
0P8 o..-ConcI~ ~~. 8l1llll_,l18l1
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.02 Payment for work not specificaUy detailed as part of anyone Item and without specified details of
payment will be deemed to be included in the Items with which it is associated.
GC 8.02.02
Advance Payments for Material
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.01 The Owner will make advance payments for Material intended for incorporation in the Work upon the
written request of the Contractor and according to the following tenns and conditions:
a) The Conbacto( shall, in advance of receipt of the shipment of the Material, arrange for adequate
and proper storage faclflties and notify the Contract Adminislrator of their locations.
. b) The value of aggregates, processed and stockpiled, shall be assessed by the following procedure:
i. Sources Other Than Commercial
(1)Granular 'A', 'B' and 'M' shall be assessed at the rate of6O% of the Conlract price.
(2) Coarse and fine aggregates for hot mix asphaltic conaete, surface treatment and Portland
cement conaete shall be assessed at the rate of 25% of the Conlract price for each
. aggregate stockpiled.
.~ - ' Comm . I Sources
.'Z'..'., eras
...~Payment for separated coarse and fine aggregates will be considered at,.l!1e above rate when
'. ;q'.' such materials are stockpiled at a commercial source where further proceSsing Is to be carried
., out before Incorporating such materials Into a final product. Advance payments for' other
materials located at a commercial source will not be made.
. c) Payment for all other materials, unless otherwise specified elsewhere in the Contract, shall be
based on the invoice price, and the Conb actor shaa submit proof of cost to the Contract
Adminislrator before payment can be made by the Owner.
d) The payment for all MalerIaJs shall be prorated against the appropriate tender Item by paying for
. suflicientunits of the Item to cover the value of the material Such payment shall not exceed'8Q%
of the Contract price for the item.
e) All Materials forwhlch the Contractor wishes to receive advance payment shall be placed In the
designated storage location immedialefy upon receipt of the material and shall thenceforth be held
by the Contractor In trust for the Owner as collateral security for any monies advanced by the
. Owner and for the due completion of the WolK. The Contractor shall not exercise any act of
ownership Inconsistent with such security, or' remove any MaterIal from the storage locations,
except for Inclusion in the Work, without the consent, In Writing, of the Contract Administrator.
f) Such materials shall rematn at the risk of the Cunb...Al.n who shall be responslbIe for any loss,
damage, theft, improper use or destruction of the materiall10wever caused.
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.02 Where the Owner makes advance payments subject to the conditions listed In paragraph GC
8.02.02.01, such payment shall not constitute ac:ceplaI.ce of the Material by the Owner. Acceptance
~" only be detennined when the material meets the requirements of the appropriate specification.
GC 8.02.03 CertIflcatIon and Payment
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GC 8.02~03.01
Progress Payment Certificate
.01 The value of the Work perfomled and Material supplied will be calculated once a month by the
Contract Admlnislrator In accordance with the Contract Documents and. clause GC 8.01.01,
Quantities.
.02 The progress Payment Certificate will show,
a) the quantities of Work perfoonec:J;
b) the value of Work perfooned;
c) any advanced payment for MaterIals;
d) the amount of statutory holdback, liens, Owner's set.off;
e) the amount of GST as applicable; and
f) the amount due the ContnIctor.
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.03 One copy of the progress Payment Certificate will be sent to the Contractor.
.04 Payment will be made within 30 Days of the Cut-Off Date.
GC 8.02.03.02
Certiflcation of Subcontract Completion
.01 Before the Work has reached the stage of Substantial Perfonnance, the Contractor may notify the
Contract Administrator. in writing that a subcontract is completed satisfactorily and ask that the
Contract Administrator certify.the completion of such subcontract.
.02 The Contract Administrator will issue a Certificate of SulA",ub ..ct Completion if the subcontract has
been completed satisfactorily, and all required .inspection and testing of the works covered by the
subcontract have been carried out and the results are satisfactory. . .
.03 The ContracfAdministrator wJ1l set out in the :Cel1ificate:ofSubcontract.eompletion the date on which
. the subcontract.was completed and within'.7" Days' of;thedate:the'subcontract.,js certified:complete.
the Contract Administrator will give a copy'ofthe:certificate..toihe:Contractol!'8Dd;to the Subcontractor
concerned. .
. GC 8.02.03.03
SUbcoRtractStatutory Holdback Rel_ Certlficate.lid payment
.01 Following'recelpt of the Certific:ate of Suboontract.Completion.the.OWnerwill release.ndpay the
Contractorthe statutory holdback retained in respectofthe.subcontracl..Such release shall. be. made .
46 Days after the.date the subcontract.was certifiedcompleteandprovlding;the. Contractor, SUbmits
the following to the Contract AdrninistratDr.
a) a documenUatisfactory to the Contract Administrator that wiD release the Owner from all further
claims relating to the subcontract. qualified by stated exceptions such as holdback monies;
b) evidence satisfactory to the Contract Administrator that the Subcontractor has discharged all
liabilities Incurred in carrying out the subcontract;
c)a satisfactory clearance certificate or letter from the wori<pIace Safety and Insurance Board
relating to the sulA.u.jbac.l, and . .
d) a copyof.thecontract between the Contractor and the Subcontractor and.a.satisfactory .statement
showing the Iotal amount due the Subcontractor from the Contractor.
.02 Paragraph GC 8.02.03.03.01 d), will only apply to Lump Sum Items and then only when the Contract
Administrator specifically requests It
.03 Upon receipt of the statutory holdback, the Contractor'ShaU"forthwith'give:-the Subcontractor the
payment due under the subcoldJact.
.04 Release of statutory holdback by the Owner In respect of a'subcontract shall not relieve the
Contractor, or the Contracto(s Surety, of any of their responsibilities.
GC 8.02.03.04
CertIfIcatIon of Substantial Perfonnance
.01 Upon application by the Contractor and whare the Contract has been substantially performed the
Contract Administrator will issue a Certificate of Substantial Perfonnanoe.
.02 The Contract Administrator will set out In the CertifiGate of Substantial Performance the date on which
the Contract was substantially performed and within 7 Days after signing the said oerIificate the
Contract Administrator will provide a copy to the Contractor.
.03 Upon receipt of a copy of the CerOOc;ate of Substantial PeIformance. the Contractor shall forthwith. es
required by Section 32(1) Paragraph 5 of the ConstructJon Uen Act, R.S.O. 1990. c.C.30, as
emended, publish a copy of the certificate in a construction trade newspaper. Such publication shall
Include placement In the Dally Cornmerclal News.
0P8 o.n..I Colldllloo. afCor*m. I.p__ lItO
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.04 Where the Contractor fails to publish a copy of the Certificate of Substantial Perfonnance as required
above within 7 Days after receiving a copy of the certificate signed by the Contract Administrator, the
Owner may publish a copy of the certificate at the Contractor's expense.
.05 Except as otherwise provided for in Section 31 of the Construction Lien Act, the 45-day lien period
prior to the release of holdback as referred to in clause GC 8.02.03.05, Substantial Perfonnance
Payment and Statutory Holdback Release Payment Certificates, shall commence from the date of
publication of the Certificate of Substantial Performance as provided for above.
..:;;0"
GC'8.02.03.05
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Substantial Perfonnance Payment and Substantial Performance Statutory
Holdback Release Payment Certlficates
.01 When the Contract Administrator Issues the Certificate of Substantial Performance the Contract
" Administrator will also issue the Substantial Performance Payment Certificate and the Substantial
p'erformance Statutory Holdback Release Payment Certificate or where appropriate. a combined
;~yment certificate. ;.
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.02:~i:l Substantial Performance Payment Certificate will show, f.
"Whvalue of Work Performed to the date of Substantial Performance;
, b) the value of oulfolalldil1g or Incomplete Work;
'c) the amount of the statutory holdback, aIowing for any previous releases of statutory holdback to
the Contractor In respect of completed subc:uo ,b....b. and defiveries of pre-selected equipment;
d) the amount of maintenance security required; and
e) the amount due the eo,'b....M.
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.03 ,Payment of the amount certified will be made WIthin 30 Days of the date of Issuance of the payment
'certificate.
~~
.04 The Substantial Performance Statutory Holdback Release Payment Certificate will be a payment
certificate releasing to the Contractor the statutory holdback due in respect of Work performed up to
the date of Substantial Perfonnance. Payment of such statutory holdback shall be due 46 Days after
the date of pubication of the Certificate of Substantial Performance but subject to the provisions of
the Construction LIen Act and the submission by the Contractor of the following documents:
a) a release by the CUIlb..uu. in a form sati$r...... y to the Contract Administrator releasing the
Owner from all further claims relating to the Contract, qualified by stated exceptions such as
outstanding work or matters arising out of subsection GC 3.14, Claims, Negolialio.1S, Mediation;
b) a statutory declaration in a form satisfactory to the Contract Administrator that an liabRities incurred
:iJby the Contractor and the Contractor's Subcontractors In carrying out the Contract have been
, . (IisCharged except for statutory holdbacks properly retained; ,
c) a satisfactory Certificate of Clearance from the Workptace Safety and Insurance Board; and
~proof of publication of the Certificate of Substantial Performance. "
GC 8.02.03.06 Certification of Completlon
.01 Upon application by the Contractor, and when the Contract reaches Completion, the Contract
Adminls.b ..Iu. will Issue 8 Compietion Certificate.
.02 The Contract Administrator will set out in the Completion Certificate the date on which the Work was
completed and within 7 Days of signing the said certificate the Contract Administrator will provide 8
copy to the COllba..tu..
c.',,! j- -""~
... 38
OP8OeneN1Co1_..oI~.8 .1 ...... t880
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Completion Payment and Completion Statutory Holdback Release
Payment Certificates
.01 When the Contrad Administrator issues the Completion Certificate, the Contrad Administrator will
also issue the Completion Payment Certificate and the Complelion Statutory Holdback Release
Payment Certificate or where appropriate, a combined payment certificate.
GC 8.02.03.07
.02 The Completion Payment Certificate will show,
a) measurement and value of Work at Completion; _
. b) the amount of the furlherstatutory holdback based on the value of further work completed over
and above the value of work completed shown in the Substantial Performance Payment Certificate
referred to above; and -
c) the amount due the Contractor.
.03 The. Completion Statutory Holdback Release::PaymenLcCeltifll:ate,;WlI.I:.J:!e",a ' payment ,certificate
'releasing to' the Contractor'the. furIher'statutory'h6ldbaclC; \Payment:'of;$lJ<:h~ holdback shall
be due 46 Days after the date of CompleIiOn'iQf,thll'Work_est8bIi$hed(by.;~pIetion.Certificate
- but subject to the provisions of the Construction LienAct:and_thll~issioni!Y,the Cantlaporofthe -
following documents:
a) a release by_ the Contraclorin afonnsatisfactoryto the Contract Administrator releasing the
OWner from all further claims relating to the Contract, qualified by stated eJa:eptions where
appropriate; .' _
b) a statutory declaration in a form satisfaclory to the ContradAdrninistrator that all.liabilities incurred
- by the Contractor and the Contractor's Subconb actol 5 in canying out the Contrad h$ve been
dischargecl, qualified by stated eJa:ePtions where appropriate; and
c) . a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board..
GC 8.02.03.08
Interest
.01 Interest due the Contractor is based on simple interest and is calculated using the applicable Rate of
Interest.
GC 8.02;03.09
Interest for Late Payment
.01 Provided the Contractor has complied with the requirements of the Contract including all
documentation requirements, when payment by the OWner to the Contractor for Work perfonned, or
for release of statutory holdback. is delayed by the OWner, .then the.Contractor shall be entitled to
receive interest on the outstanding payment at the Rate'of'lnterest,iifpayment:is not received on the
dates set out below:
a) Progress Payment Certificates: 30 Days after the Cut-OffDate;
b) Cerlificate of Subcontract Completion: - 30 Days after the date-certified as 'the date on.which the
subcontrad was completed;
c) Subcontrad Statutory Holdback Release Payment Certificate: 76 Days after the date on which the
subcontract was completed;
dr Substantial Performance Payment Certificate: 30 Days after the'date of issuance of the certificate.
e) SUbstantial Performance Statutory Holdback Release Payment CertIficate: 76 Days after
pubrlCatlon of the Payment Certificate of Substantial Performance;
f) Completion Payment Certificate: 30 Days after the date certified as the date on which the
Contract reached Completion;
g) Completion Statutory Holdback Release Payment Certificate: 76 Days after the date certified as
the date which the Work was completed.
.02 If the Contractor has not complied wllh the requirements of the Contract. including all documentation
requirements, prior to expiration of the time periods described In paragraph GC 8.02.03.09.01,
interest will only begin to accrue when the Co. ,II actor has completed those requirements.
OPSa.-I~oA~......-,-
Pege 38
GC 8.02.03.10
Interest for Negotiations and Claims
.01 Except as hereinafter provided, where a notice of negotiation, notice of intent to claim and the
subsequent claims are submitted in accordance with the time limits and/or procedure described by
subsection GC 3.14, Claims, Negotiations, Mediation, the Owner will pay the Contractor the Rate of
Interest on the amount of the negotiated price for that part of the Work or on the amount of the seWed
claim. Such interest will not commence until 30 Days after the satisfactory completion of that part of
the Work.
'..::.>>~~~":.-.
.02 ,Where the Contractor does not attempt to resolve the negotiation or the claim in an expeditious
manner, interest shall be negotiable.
.03 Where the Contractor fails to give notice of a claim within the time limit prescribed by subsection GC
'3.14, Claims, Negotiations, Mediation, interest shall not be paid.
v..~'
.04,~.a Contractor fails to comply with the 3O-day time limit and the procedures prescribed in
.' ~r:ilph GC 3.14.03.03 for submission of claims, interest shall not be paid for lIie delay period.
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GC 8;02:03;11
OWne'" Set-off
:"..
.01 .Pursuant to Section 12 of the ConstnJction Lien Act, the OWner may retain from monies owing to the
Contractor under this Contract an amount sufficient to cover any outstanding or disputed rrabllllies
. including the cost to remedy deficiencies, the reduction in value of substandard portions of the Work,
claims for damages. by third parties which have not been determined in writing by the Contractor's
Insurer, undetermined claims by the Owner under paragraph GC 8.01.02.01 a), any assessment due
the Workplace Safety and Insurance Board and any monies to be paid to the workers In accordance
with clause GC 8.02.06, Payment of Workers.
.02 Under these circumstances the Owner will give the Contractor appropriate notice of such action.
...:"
~ '".
GC 8.02.03.12
Delay In Payment
.01 The Owner shan not be deemed to be in default of the Contract provided any delay in payment does
not exceed 30 Days from the due dates as defined in paragraph GC 8.02.03.09.01.
GC 8.02.1)4
Payment on a nme and Material Basis
GC 8~~~01
Definitions
I
.01 Fc:ir.the purpose of this dause the following definitions apply:
.~.
Cost of Labour: means the amount of wages, salary, travel, travel time, food, lodging or similar items and
Payroll Burden paid or incurred direcUy by the Contractor to or in respect of labour and supervision actively
and "ece5sarily engaged on the Work based on the recorded time and hourly rates of pay for such labour
and supervision, but shall not include any payment or costs ineurrecl for general supervision,
administration of management time spent on the entire Work or any wages, salary or Payroll Burden for
which the Contractor Is compensated by any payment made by the Owner for Equipment
Cost of Material: means the cost of Material purchased, or supplied from stock, and valued at current
market prices, for the purpose of canying out Extra Wall<, by the Contractor, or by others when such
arrangements have been made by the Contractor for completing the Work, as shown by itemized invoices.
Operated Rented equipment: means Rented Equipment for which an operator Is provided by the
supplier of the equipment and for which the rent or lease Includes the cost of the operafor.
P1Ige 40
0P8 General OeM ~b. d ConIrac:I-'lpltrnber 1191
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Payroll Burden: means the payments in respect of workplace inswance, vacation pay, employment
insurance. public liability and property damage insurance, sickness and accident insurance, pension fund
and such other welfare and benefit payments forming part of the Contractor's normal labour costs.
Rented Equipment means equipment that is rented or leased for the special purpose of Work on a Time
and Material Basis from a person, firm or corporation that is not an associate of the lessee as defined by
the Securities Act, RS.O. 1990, c.s.5, as amended, and is approved by the Contract Administrator.
Road Work: 'means the preparation,construction. finishing and construction maintenance of roads.
., streets: highWaYS and' parking 1ot$ and includes all work incidental thereto other than work on structures.
Sewer 'and Watennain Work: means the preparation, construction, finishing, and construction
'maintenance' of sewer systems and watermain systems; and includes an work Incidental thereto other than
work on structures.
", Standby:Time:'means any'period of lime WhlCh4s'not:eonSideredWOrldng:T~ which together with
the Working Tme does notexceed'10hours:in'.any;one>Working:0ay:and,.diliirig -which time a unit of
, equipmenteannot praelically be used onother.work"bUt.must:mmaiu:onjlJe:site:hDrder to .coolinue with
'itnssigned 1ask:and during which time the unit is in fully 'operable condition.
, Stnacture Work: ' means the construction, reoonstructlon. repair,' alteration, remodelling, renovation or
, demolition of any.bridge, building, tunnel or retaining wall and ineludes the preparation for and the laying of
the foUndation of'any"'biidge, buUding,tunnel or'retaining wan and the InstaRation of equipment and
appurtenances ineldental thereto.
The 127 Rate: means the rate for a unit of equipment as listed in'OPSS 127; Schedule of Rental Rates
for Construction Equipment Including Model and spec:ffieation Reference, which is current at the lime the
work is carried out or for equipment which is not so listed, the rate which has been calculated by the
, Owner, using the same principles as used in determining The 127 Rates.
Worlcon a'Time-and Material Basis: means Changes in the Work, Extra Work and Additional Work
approved by the 'Contract Administratoriorpaynient.on a 'Tme and Material 'basis. The Work on a 'Time
,and Material Basis' shaD be subject to all the tenns, conditions. specifications ,and, provisions of the
Contract.
Working TIme: means each period of lime during which a unit of equipment is, actively and of necessity
'engaged on aspeelficoperation and the first 2 hours of each.immediateiy,foIIowingperiod during which
'the unit is not so engaged but during which the operation'is .olherwise'.proceeding..and during, which time
the unit cannot practically be transferred to other1NOrk butrnustremaln'on thesite'ln order to continue with
its assigned tasks and during which time the:unit isin,a fully operable condition.." .
GC 8.02.04.02 '
Dally Work Records
.01 Cally Work Records prepared as the case may be by either the Contractor's representative or the
, Contract Adrtllr....b..lu. and reporting the labour and Equipment eritployed and the Material used on
each Time and Material project, shall be reconciled and signed each day by both the Contractor's
representative and the Contract Administrator.
GC 8.02.04.03
Payment for Work
.01 Payment as herein provided shal be full compensallon for ail labour, Equipment and Material to do
the Work on a Tme and Material Basis except where there is agreement to the contrary prior to the
commencement of the Work on a Time and MaterIal BasIs. The payment edjustments on a Time and
Materiai basis shall apply to each individual Change Order authDrlzed by the Contract Administralor.
0P8 0......1 Cooldlllol.. oI~. SIP" mber 1_
Pege 41
GC 8.02.04.04
Payment for Labour
.01 The Owner will pay the Contractor for labour employed on each Time and Material project at 135% of
the Cost of Labour up to $3000, then at 120% of any portion of the Cost of Labour in excess of
$3000.
.02 The Owner will make payment in respect of Payroll Burden for Work on a Time and Material Basis at
the Contractor's actual cost of Payroll Burden.
.03' ,At the Owner's discretion, an audit may be conducted in which case the actual Payroll Burden so
determined shan be applied to all TIlTle and Material work on the Contract.
GC 8.02.04.05
Payment for Material
:F_"!"",
.01 The Owner win pay the Contractor for Material used on each Trne and Material project at 120% of the
,'~ tit the Material up to $3000, then at 115% of any portion of the Cost of Material In excess of
. ;'$$ileO. ..
.,."
GClI:02:04.06
{,
.~.
Payment for Equipment
.
GC 8.02.04.06.01
Working Time
...-.,
.01 The Owner win pay the Contractor tor the WorkIng Time of an equipment other than Rented
Equipment and Operated Rented Equipment used on the Work on a TIlTle and Material basis at The
, '" 127 Rates with a cost adjustment as foUows:
a) Cost $1 0,000 or less . no adjustment;
b) Cost greater than $10,000 but not exceeding $20,000 - payment $10,000 plus 90% of the portion
In excess of $10,000; and
c) Cost greater than $ 20,000 - $19,000 plus 80% of the portion in excess of $20,000.
.02 The Owner win pay the Contractor for the Working Time of Rented Equipment used on the Work on a
Time and Material8asls at 110% of the Invoice price approved by the Contract Administrator up to a
maximum of 1,10% of The 127 Rate. This constraint will be waived when the Contract Admint.b..b...
approves the invoice price prior to the use of the Rented Equipment
.03 The Owner will pay the Contractor for the Working TIlTle of Operated Rented Equipment used on the
Work on a TIlTle and Material Basis at 110% of the Operated Rented EqUipment Invoice price
approved by the Contract Administrator prior to the use of the equipment on the Work on a,Time and
' Material Basis.
,',
-("
GC 8;"';06.02
'>1\1'
standby Time
.01 The Owner win pay the Contractor for Standby Time of Equipment at 35% of The 127 Rate or 35% of
the invoice price whichever Is appropriate. The Owner win pay reasonable costs for Rented
Equipment where this is necessarily retained In the Working Area for extended periods agreed to by ,
the Contract Administrator. This will include Rented Equipment intended for use on other work, but
has been idled due to the circumstances giving rise to the Work on a Time and Material Basis.
.02 In addition, the Owner will include the Cost of labour of operators or associated labourers who
cannot be otherwise emp/oyed during the standby period or during the period of idleness caused by
the circumstances giving rise to the Work on a Time and Material Basts.
.03 The Contract Administrator may require Rented EquIpment idled by the circumstances gMng rise to
the Work on Time and Material Basis to be returned to the lessor unUI the work requlr1ng the
equipment can be resumed. The Owner will pay such costs as result from such retum.
1'942
OPSGetlMI CollClllo._ot~._ll _1888
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.04 When Equipment is transported, solely for the purpose of the Work on a Time and Material Basis, to
or from the Working Area on a Tune and Material basis, payment will be made by the Owner only in
respect of the transporting units. When Equipment is moved under its own power it shall be deemed
to be working. The method of moving Equipment and the rates shall be subject to the approval of the
Contract Administrator.
GC 8.02.04.07
Payment for Hand Tools
.01 Notwilhstandingany.otherprovision of this Section. .nopayment shall be .made to.the.Contractor for
. or in respect of Hand Tools or equipment that are tools of the trede.
GC 8.02.04.08
Payment for Work By Subcontractors '
.01 Where the Contractor arranges for Work on a .Tme and MaterialBasis,or.a part of it, to be perfonned
. I!Y Subcontrectors.,on..a.Tme and.,Material.basis-,.and..~...,(Ell:e~ .appc;o,val,prior to the
." "commencement.of:such'.work;~in' acc:ordance with.o:.tbe....reqIJimmentscllfiiSubsdorEGC 3.10.
. ..., SubCOntrecting by the Collbactor. the Owner will paythe'Cl)St.'of.-WOIk.oneR'une!and>,Material Basis
. by1he Subcontractor calculated_if theContrector had-donethe.work-oI~.e,iTme;and,~rial Basis. .
plus 11 markup catculated on the foDowing basis:
a) 20% of the first $3.000; plus
b) 15% of the amount from $3.000 to $10,000; plus
c) 5% of the amount in excess of $10,000.
,02.No further markup will be appfled regardless.of.the extent to which.the work is assigned or: sublet to.
. "others; If workis,8sslgnedor,sublet".to an.as~te..asdefinedby.the.Securities.Act no markup .
whatsoever will be applied. .
GC 8.02.04.09
Submission of Invoices
.01 . At. the start of the Work'on a Time and MaterIal Basis. the Contrector.shall ,provlde,the. applicable.
. labour and Equipment rates not already submitted to the Contract Administrator during the course of
such work.
.02 .Separat&summaries shaH be' completed by.the Contrector according to the.sta(l~ tor:m.."Summary .
for Payment.of Accounts on a Tune.and Material Basis".. Each summary shall Include ,the order
number and covering dates of the work and shall itemize separately Iabour..MateriaIs.and Equipmenl
'.Invoicesfor Materials, Rented Equipment and other charges incurred'bythe Contrector on the Work
on a Tme and Material Basis sN!1I be inclUded witheacnsulTlm8lY.-.."'''''''' .,,--~ "'''-'''.
j)3 Each monththe.ContracMdministratorwiU incIude.withthe.J11QIlthlyiPr.o.g~~YJlIIl~;~caIe. the
costs of the Work on a Tune and Material Basis Incurred during' the preceding month all in
. accordance with the contract administrative. procedures and the Contractor's invoice of the Work on a
Tme and Material Basis. .
.04 The final "SummarY for Payment of Accounts on a Time and Materiat Basis" shall be ,submitted by the
Contrector within 60 Days after the completion of the Work on a Time and Material Basis.
GC 8.02.05
final Acceptance Certificate
.01 AftBr the . acceptance of the Work .the. Contrect Administrator will issue the Anal AcCeptance
CertifICate. or, where applicable. after the Warranty Period has expired. The Final Acc;eptance
Certificate will not be issued unW all knoWn deficIenCleS have been adjusted or corrected. as the case
may be, and the Contrector has dischal ged all obligations under the Contract.
OPS 0enerIl ConcIIIclN d Conlr8Cl- s-,A>...... ,lI9Il
pege 43
GC 8.02.06
Payment of Workers
.01 The Contractor shall, in addition to any fringe benefits, pay the workers employed on the Work in
accordance with the labour conditions set out in the Contract and at intervals of not less than twice a
month.
.02 The Contractor shall require each Subcontractor doing any part of the Work to pay the workers
employed by the Subcontractor on the Work in accordance with paragraph GC 8.02.06.01.
.03 Where any person employed by the Contractor or any Subcontractor or other person on the Work is
paid less than the amount required to be paid under the Contract, the Owner may set off monies in
accordance with clause GC 8.02.03.11, Owner's Set-Off.
GC 8.02.07
Records
.01 The Contractor shall maintain and keep accurate Records relating to the Work, Changes In the Work,
Extra Work and claIms arising therefrom. Such Records shall be of sufficient detaU to SUpport the
total cost of the Work, Changes in the Work, and Extra Work. The Contractor shall preserve an such
.' original Records until 12 months after the Rnal Acceptance Certificate is issued or untO all claims
have been settled, whichever Is longer. The Contractor shal require that SubContractors employed
by the Contractor preserve all original Records pertaining to the Work, Changes in the Work, Extra
Work and claims arising thel efrclll for a similar period of time.
.02 If, in the opinion of the Contract Administrator, Daly Work Records are required, such records shall
report the labour and Equipll1ent employed and the Materlal used on any specific portion of the Work.
The Cany Work Records shaD be reconciled with and signed by the ContracIor's representative each
day.
.03 The Owner may inspect and audit the Contractor's Records relating to the Work, Extra Work and
Changes in the Work at any time during the period of the Contract. The Contractor shan supply .
certified copies of any part of its Records required whenever requeSted by the Owner.
GC 8.G2.08
Taxes and Duties
.01 Where a change In Canadian Federal or Provincial taxes oocurs after the date of tender closing for
this Contract, and this change could not have been anticipated at the time of bidding, the Owner will
Increase or declease Contract payments to account for the exact amount of tax change Involved.
.02 Claims for compensation for additional tax cost shall be submitted by the Contractor to the Contract
Administrator on forms provided by the Contract Administrator to the Contractor. Such clalms for
additional tax costs shaft be submitted not less than 30 Days after the date of Anal Acceptance.
.03 Where the Contractor benefits from a change in Canadian Federal or Provine/al taxes, the Contractor
shan submit to the Contract Administrator, on forms provided by the Contract Administrator, a
statement of such benefits. This statement shall be submitted not later than 30 Days after Final
Acceptance.
.04 Changes in Canadian Federal or Provincial taxes which impact upon commodities, which when left in
. place form part of the finished Work, or the provision of services, where such services form part of the
Work and where the manufacture or supply of such commodities or the provision of such services is
carried out by the Contractor or a SUbcontractor, are subject to a claim or benefit as datalled above.
Services in the latter context means the supply and operation of equipment, the provision of labour
and the supply of como 1Odities, which do not form part of the Work.
Page 44
OPS.o.n-I ColIdlUol. of ~ .II~III,_ ,.
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GC 8.02.09
Uquidated Damages
.01 When liquidated damages are specified in the Contract and the Contractor fails to complete the WorK
in accordance with the Contract. the Contractor shaD pay such amounts as are specified in the
Contract Documents.
ops~Cond- oIConttact. ~ 11m
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